| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECK DAM NEAR ANKAMMANAHAL VILLAGE SANDUR TALUK,BALLARI DISTRICT | 12227123.59 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232395 | 111664 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 171.0 | False | None | None | False | None | False | 70563.15 | 0 | | 3232396 | 111664 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 5760.0 | False | None | None | False | None | False | 574560.0 | 0 | | 3232397 | 111664 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1785.56 | False | None | None | False | None | False | 191233.476 | 0 | | 3232398 | 111664 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 559.49 | False | None | None | False | None | False | 249672.4125 | 0 | | 3232399 | 111664 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 216.2 | False | None | None | False | None | False | 1377269.67 | 0 | | 3232400 | 111664 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 724.46 | False | None | None | False | None | False | 4925886.0794 | 0 | | 3232401 | 111664 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 426.16 | False | None | None | False | None | False | 3112139.94 | 0 | | 3232402 | 111664 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 10.6344 | False | None | None | False | None | False | 992020.43304 | 0 | | 3232403 | 111664 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 649.6 | False | None | None | False | None | False | 323305.92 | 0 | | 3232404 | 111664 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 480.0 | False | None | None | False | None | False | 195552.0 | 0 | | 3232405 | 111664 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification. complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 148.9 | False | None | None | False | None | False | 199808.91 | 0 | | 3232406 | 111664 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232407 | 111664 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification. complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECK DAM NEAR GIRENAHALLI VILLAGE SANDUR TALUK,BALLARI DISTRICT | 10023577.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232408 | 111665 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 184.5 | False | None | None | False | None | False | 76133.925 | 0 | | 3232409 | 111665 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 5400.0 | False | None | None | False | None | False | 538650.0 | 0 | | 3232410 | 111665 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1418.76 | False | None | None | False | None | False | 151949.196 | 0 | | 3232411 | 111665 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 540.83 | False | None | None | False | None | False | 241345.3875 | 0 | | 3232412 | 111665 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 209.38 | False | None | None | False | None | False | 1333823.883 | 0 | | 3232413 | 111665 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 586.64 | False | None | None | False | None | False | 3988794.1496 | 0 | | 3232414 | 111665 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 330.0 | False | None | None | False | None | False | 2409907.5 | 0 | | 3232415 | 111665 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 9.219 | False | None | None | False | None | False | 859986.1179 | 0 | | 3232416 | 111665 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 450.0 | False | None | None | False | None | False | 223965.0 | 0 | | 3232417 | 111665 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 300.0 | False | None | None | False | None | False | 122220.0 | 0 | | 3232418 | 111665 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification. | Sqm | 1341.9 | 1341.9 | 46.5 | False | None | None | False | None | False | 62398.35 | 0 | | 3232419 | 111665 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232420 | 111665 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 14.0 | False | None | None | False | None | False | 4953.9 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM NEAR NIDAGURTHI VILLAGE SANDUR TALUK,BALLARI DISTRICT. | 10708090.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232421 | 111666 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 157.95 | False | None | None | False | None | False | 65178.0675 | 0 | | 3232422 | 111666 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 5256.0 | False | None | None | False | None | False | 524286.0 | 0 | | 3232423 | 111666 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 974.7 | False | None | None | False | None | False | 104390.37 | 0 | | 3232424 | 111666 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 551.84 | False | None | None | False | None | False | 246258.6 | 0 | | 3232425 | 111666 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 236.13 | False | None | None | False | None | False | 1504230.7455 | 0 | | 3232426 | 111666 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 546.35 | False | None | None | False | None | False | 3714846.7265 | 0 | | 3232427 | 111666 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 376.62 | False | None | None | False | None | False | 2750361.705 | 0 | | 3232428 | 111666 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 8.486 | False | None | None | False | None | False | 791608.8726 | 0 | | 3232429 | 111666 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 1292.0 | False | None | None | False | None | False | 643028.4 | 0 | | 3232430 | 111666 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 700.0 | False | None | None | False | None | False | 285180.0 | 0 | | 3232431 | 111666 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 46.875 | False | None | None | False | None | False | 62901.5625 | 0 | | 3232432 | 111666 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232433 | 111666 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 18.0 | False | None | None | False | None | False | 6369.3 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECK DAM NEAR K.HULIKUNTA VILLAGE SANDUR TALUK,BALLARI DISTRICT. | 8173185.52 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232434 | 111667 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 164.8 | False | None | None | False | None | False | 68004.72 | 0 | | 3232435 | 111667 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 4947.0 | False | None | None | False | None | False | 493463.25 | 0 | | 3232436 | 111667 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 685.35 | False | None | None | False | None | False | 73400.985 | 0 | | 3232437 | 111667 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 354.85 | False | None | None | False | None | False | 158351.8125 | 0 | | 3232438 | 111667 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 170.78 | False | None | None | False | None | False | 1087928.373 | 0 | | 3232439 | 111667 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 413.1 | False | None | None | False | None | False | 2808828.009 | 0 | | 3232440 | 111667 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 253.87 | False | None | None | False | None | False | 1853949.1425 | 0 | | 3232441 | 111667 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 6.4502 | False | None | None | False | None | False | 601701.10182 | 0 | | 3232442 | 111667 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 1421.2 | False | None | None | False | None | False | 707331.24 | 0 | | 3232443 | 111667 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 660.0 | False | None | None | False | None | False | 268884.0 | 0 | | 3232444 | 111667 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 27.0 | False | None | None | False | None | False | 36231.3 | 0 | | 3232445 | 111667 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work,
Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular
shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with
one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols etc. with approved colour shade
paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65
mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75
cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed
by Engineer in Charge & MoRTH specification 804.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232446 | 111667 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECK DAM ACROSS HALLA NEAR ANTHAPURA SANDUR TALUK,BALLARI DISTRICT | 12919626.55 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232447 | 111668 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer-In area of light jungle. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 357.5 | False | None | None | False | None | False | 147522.375 | 0 | | 3232448 | 111668 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depthIn all kinds of soils upto 300 mm depth. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 11400.0 | False | None | None | False | None | False | 1137150.0 | 0 | | 3232449 | 111668 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1707.17 | False | None | None | False | None | False | 182837.907 | 0 | | 3232450 | 111668 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 700.9 | False | None | None | False | None | False | 312776.625 | 0 | | 3232451 | 111668 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 331.26 | False | None | None | False | None | False | 2110242.141 | 0 | | 3232452 | 111668 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 647.752 | False | None | None | False | None | False | 4404318.47128 | 0 | | 3232453 | 111668 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 383.53 | False | None | None | False | None | False | 2800823.7075 | 0 | | 3232454 | 111668 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 10.593 | False | None | None | False | None | False | 988158.4713 | 0 | | 3232455 | 111668 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 992.0 | False | None | None | False | None | False | 493718.4 | 0 | | 3232456 | 111668 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 600.0 | False | None | None | False | None | False | 244440.0 | 0 | | 3232457 | 111668 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 61.5 | False | None | None | False | None | False | 82526.85 | 0 | | 3232458 | 111668 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232459 | 111668 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECK DAM ACROSS HALLA NEAR APPALAPURA SANDUR TALUK,BALLARI DISTRICT | 10818414.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232460 | 111669 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 310.5 | False | None | None | False | None | False | 128127.825 | 0 | | 3232461 | 111669 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 10260.0 | False | None | None | False | None | False | 1023435.0 | 0 | | 3232462 | 111669 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1098.61 | False | None | None | False | None | False | 117661.131 | 0 | | 3232463 | 111669 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 520.69 | False | None | None | False | None | False | 232357.9125 | 0 | | 3232464 | 111669 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 253.29 | False | None | None | False | None | False | 1613545.9515 | 0 | | 3232465 | 111669 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 566.02 | False | None | None | False | None | False | 3848590.7278 | 0 | | 3232466 | 111669 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 281.95 | False | None | None | False | None | False | 2059010.3625 | 0 | | 3232467 | 111669 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 8.662 | False | None | None | False | None | False | 808026.8742 | 0 | | 3232468 | 111669 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 1092.0 | False | None | None | False | None | False | 543488.4 | 0 | | 3232469 | 111669 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 900.0 | False | None | None | False | None | False | 366660.0 | 0 | | 3232470 | 111669 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 46.5 | False | None | None | False | None | False | 62398.35 | 0 | | 3232471 | 111669 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work,
Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular
shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with
one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols etc. with approved colour shade
paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65
mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75
cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed
by Engineer in Charge & MoRTH specification 804.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232472 | 111669 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM ACROSS HALLA NEAR TUMATI VILLAGE IN SANDUR TALUK, BALLARI DISTRICT. | 9114198.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232473 | 111670 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 271.7 | False | None | None | False | None | False | 112117.005 | 0 | | 3232474 | 111670 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 8625.0 | False | None | None | False | None | False | 860343.75 | 0 | | 3232475 | 111670 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 993.88 | False | None | None | False | None | False | 106444.548 | 0 | | 3232476 | 111670 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 544.18 | False | None | None | False | None | False | 242840.325 | 0 | | 3232477 | 111670 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 202.29 | False | None | None | False | None | False | 1288658.1015 | 0 | | 3232478 | 111670 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 500.81 | False | None | None | False | None | False | 3405202.5059 | 0 | | 3232479 | 111670 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 265.06 | False | None | None | False | None | False | 1935666.915 | 0 | | 3232480 | 111670 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 7.5562 | False | None | None | False | None | False | 704873.31642 | 0 | | 3232481 | 111670 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 400.0 | False | None | None | False | None | False | 199080.0 | 0 | | 3232482 | 111670 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 480.0 | False | None | None | False | None | False | 195552.0 | 0 | | 3232483 | 111670 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 36.0 | False | None | None | False | None | False | 48308.4 | 0 | | 3232484 | 111670 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232485 | 111670 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM ACROSS HALLA NEAR VITALAPURA SANDUR TALUK, BALLARI DISTRICT. | 10193763.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232486 | 111671 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 189.0 | False | None | None | False | None | False | 77990.85 | 0 | | 3232487 | 111671 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 6111.0 | False | None | None | False | None | False | 609572.25 | 0 | | 3232488 | 111671 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1179.36 | False | None | None | False | None | False | 126309.456 | 0 | | 3232489 | 111671 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 413.81 | False | None | None | False | None | False | 184662.7125 | 0 | | 3232490 | 111671 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 211.31 | False | None | None | False | None | False | 1346118.6585 | 0 | | 3232491 | 111671 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 512.7 | False | None | None | False | None | False | 3486047.253 | 0 | | 3232492 | 111671 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 368.39 | False | None | None | False | None | False | 2690260.0725 | 0 | | 3232493 | 111671 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 8.006 | False | None | None | False | None | False | 746832.5046 | 0 | | 3232494 | 111671 | None | mi009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 858.0 | False | None | None | False | None | False | 427026.6 | 0 | | 3232495 | 111671 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 1050.0 | False | None | None | False | None | False | 427770.0 | 0 | | 3232496 | 111671 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 41.25 | False | None | None | False | None | False | 55353.375 | 0 | | 3232497 | 111671 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232498 | 111671 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 18.0 | False | None | None | False | None | False | 6369.3 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM ACROSS HALLA NEAR LINGADAHALLI SANDUR TALUK, BALLARI DISTRICT. | 9701497.32 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232499 | 111672 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 240.0 | False | None | None | False | None | False | 99036.0 | 0 | | 3232500 | 111672 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 6375.0 | False | None | None | False | None | False | 635906.25 | 0 | | 3232501 | 111672 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1090.53 | False | None | None | False | None | False | 116795.763 | 0 | | 3232502 | 111672 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 536.8 | False | None | None | False | None | False | 239547.0 | 0 | | 3232503 | 111672 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 195.3 | False | None | None | False | None | False | 1244129.355 | 0 | | 3232504 | 111672 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 553.63 | False | None | None | False | None | False | 3764346.2857 | 0 | | 3232505 | 111672 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 308.24 | False | None | None | False | None | False | 2250999.66 | 0 | | 3232506 | 111672 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 8.5608 | False | None | None | False | None | False | 798586.52328 | 0 | | 3232507 | 111672 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 582.4 | False | None | None | False | None | False | 289860.48 | 0 | | 3232508 | 111672 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 480.0 | False | None | None | False | None | False | 195552.0 | 0 | | 3232509 | 111672 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 39.0 | False | None | None | False | None | False | 52334.1 | 0 | | 3232510 | 111672 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232511 | 111672 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 14.0 | False | None | None | False | None | False | 4953.9 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM ACROSS HALLA NEAR UBBALAGANDI SANDUR TALUK, BALLARI DISTRICT. | 9745540.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232512 | 111673 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 186.75 | False | None | None | False | None | False | 77062.3875 | 0 | | 3232513 | 111673 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 6300.0 | False | None | None | False | None | False | 628425.0 | 0 | | 3232514 | 111673 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1642.14 | False | None | None | False | None | False | 175873.194 | 0 | | 3232515 | 111673 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 439.69 | False | None | None | False | None | False | 196211.6625 | 0 | | 3232516 | 111673 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 172.88 | False | None | None | False | None | False | 1101306.108 | 0 | | 3232517 | 111673 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 560.37 | False | None | None | False | None | False | 3810174.1743 | 0 | | 3232518 | 111673 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 369.83 | False | None | None | False | None | False | 2700776.0325 | 0 | | 3232519 | 111673 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 9.056 | False | None | None | False | None | False | 844780.8096 | 0 | | 3232520 | 111673 | None | MI009 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 145.4 | False | None | None | False | None | False | 195112.26 | 0 | | 3232521 | 111673 | None | MI010 | Providing and fixing board displaying information, such as 'Name of work,
Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular
shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with
one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols etc. with approved colour shade
paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65
mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75
cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed
by Engineer in Charge & MoRTH specification 804.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232522 | 111673 | None | MI011 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete /
masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of
cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand
backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 18.0 | False | None | None | False | None | False | 6369.3 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM ACROSS HALLA NEAR KERERAMPURA SANDUR TALUK, BALLARI DISTRICT. | 12556925.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232523 | 111674 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 231.4 | False | None | None | False | None | False | 95487.21 | 0 | | 3232524 | 111674 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 7884.0 | False | None | None | False | None | False | 786429.0 | 0 | | 3232525 | 111674 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1583.67 | False | None | None | False | None | False | 169611.057 | 0 | | 3232526 | 111674 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 929.32 | False | None | None | False | None | False | 414709.05 | 0 | | 3232527 | 111674 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 248.36 | False | None | None | False | None | False | 1582140.126 | 0 | | 3232528 | 111674 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 724.03 | False | None | None | False | None | False | 4922962.3417 | 0 | | 3232529 | 111674 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 420.71 | False | None | None | False | None | False | 3072339.9525 | 0 | | 3232530 | 111674 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 10.8683 | False | None | None | False | None | False | 1013839.58403 | 0 | | 3232531 | 111674 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 250.0 | False | None | None | False | None | False | 124425.0 | 0 | | 3232532 | 111674 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 300.0 | False | None | None | False | None | False | 122220.0 | 0 | | 3232533 | 111674 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 177.1 | False | None | None | False | None | False | 237650.49 | 0 | | 3232534 | 111674 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232535 | 111674 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM NEAR BOMMALAGUNDA VILLAGE (SITE-2) SANDUR TALUK, BALLARI DISTRICT. | 8696519.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232536 | 111675 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 148.5 | False | None | None | False | None | False | 61278.525 | 0 | | 3232537 | 111675 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 4680.0 | False | None | None | False | None | False | 466830.0 | 0 | | 3232538 | 111675 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1049.39 | False | None | None | False | None | False | 112389.669 | 0 | | 3232539 | 111675 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 493.63 | False | None | None | False | None | False | 220282.3875 | 0 | | 3232540 | 111675 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 203.79 | False | None | None | False | None | False | 1298213.6265 | 0 | | 3232541 | 111675 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.etc., complete with all lead and liftsincluding loading and unloading and as per specifiction with the directions of Engineer-in-chargeof work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 523.76 | False | None | None | False | None | False | 3561248.5064 | 0 | | 3232542 | 111675 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 265.13 | False | None | None | False | None | False | 1936178.1075 | 0 | | 3232543 | 111675 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 8.027 | False | None | None | False | None | False | 748791.4707 | 0 | | 3232544 | 111675 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 184.0 | False | None | None | False | None | False | 91576.8 | 0 | | 3232545 | 111675 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 300.0 | False | None | None | False | None | False | 122220.0 | 0 | | 3232546 | 111675 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 46.5 | False | None | None | False | None | False | 62398.35 | 0 | | 3232547 | 111675 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232548 | 111675 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM NEAR GOLLALINGAMMANAHALLI VILLAGE IN SANDUR TALUK, BALLARI DISTRICT | 12421159.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232549 | 111676 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 168.0 | False | None | None | False | None | False | 69325.2 | 0 | | 3232550 | 111676 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 3075.0 | False | None | None | False | None | False | 306731.25 | 0 | | 3232551 | 111676 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1785.71 | False | None | None | False | None | False | 191249.541 | 0 | | 3232552 | 111676 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 911.62 | False | None | None | False | None | False | 406810.425 | 0 | | 3232553 | 111676 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 232.79 | False | None | None | False | None | False | 1482953.7765 | 0 | | 3232554 | 111676 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 668.38 | False | None | None | False | None | False | 4544576.2882 | 0 | | 3232555 | 111676 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 515.66 | False | None | None | False | None | False | 3765736.065 | 0 | | 3232556 | 111676 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 10.2402 | False | None | None | False | None | False | 955247.84082 | 0 | | 3232557 | 111676 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 518.4 | False | None | None | False | None | False | 258007.68 | 0 | | 3232558 | 111676 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 560.0 | False | None | None | False | None | False | 228144.0 | 0 | | 3232559 | 111676 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 145.95 | False | None | None | False | None | False | 195850.305 | 0 | | 3232560 | 111676 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232561 | 111676 | None | MI012 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 20.0 | False | None | None | False | None | False | 7077.0 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM NEAR MURARIPURA VILLAGE IN SANDUR TALUK, BALLARI DISTRICT. | 8765668.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232562 | 111677 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 228.0 | False | None | None | False | None | False | 94084.2 | 0 | | 3232563 | 111677 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 4080.0 | False | None | None | False | None | False | 406980.0 | 0 | | 3232564 | 111677 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1051.37 | False | None | None | False | None | False | 112601.727 | 0 | | 3232565 | 111677 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 459.92 | False | None | None | False | None | False | 205239.3 | 0 | | 3232566 | 111677 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 187.57 | False | None | None | False | None | False | 1194886.5495 | 0 | | 3232567 | 111677 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 453.53 | False | None | None | False | None | False | 3083727.3467 | 0 | | 3232568 | 111677 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 345.66 | False | None | None | False | None | False | 2524268.565 | 0 | | 3232569 | 111677 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 7.751 | False | None | None | False | None | False | 723045.0591 | 0 | | 3232570 | 111677 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 312.8 | False | None | None | False | None | False | 155680.56 | 0 | | 3232571 | 111677 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 510.0 | False | None | None | False | None | False | 207774.0 | 0 | | 3232572 | 111677 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 31.5 | False | None | None | False | None | False | 42269.85 | 0 | | 3232573 | 111677 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232574 | 111677 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECK DAM NEAR NOORAHAMED LAND DOULATHPURA-1 VILLAGE SANDUR TALUK,BALLARI DISTRICT | 12285520.22 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232575 | 111678 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 312.0 | False | None | None | False | None | False | 128746.8 | 0 | | 3232576 | 111678 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 7312.5 | False | None | None | False | None | False | 729421.875 | 0 | | 3232577 | 111678 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1543.46 | False | None | None | False | None | False | 165304.566 | 0 | | 3232578 | 111678 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 808.99 | False | None | None | False | None | False | 361011.7875 | 0 | | 3232579 | 111678 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 227.63 | False | None | None | False | None | False | 1450082.7705 | 0 | | 3232580 | 111678 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 654.46 | False | None | None | False | None | False | 4449928.7794 | 0 | | 3232581 | 111678 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 453.02 | False | None | None | False | None | False | 3308291.805 | 0 | | 3232582 | 111678 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 9.7604 | False | None | None | False | None | False | 910490.12964 | 0 | | 3232583 | 111678 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 572.0 | False | None | None | False | None | False | 284684.4 | 0 | | 3232584 | 111678 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 700.0 | False | None | None | False | None | False | 285180.0 | 0 | | 3232585 | 111678 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 145.95 | False | None | None | False | None | False | 195850.305 | 0 | | 3232586 | 111678 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232587 | 111678 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 20.0 | False | None | None | False | None | False | 7077.0 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM NEAR SIDDAPURA VILLAGE IN SANDUR TALUK, BALLARI DISTRICT. | 12600751.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232588 | 111679 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 329.0 | False | None | None | False | None | False | 135761.85 | 0 | | 3232589 | 111679 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 6360.0 | False | None | None | False | None | False | 634410.0 | 0 | | 3232590 | 111679 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1754.56 | False | None | None | False | None | False | 187913.376 | 0 | | 3232591 | 111679 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 653.91 | False | None | None | False | None | False | 291807.3375 | 0 | | 3232592 | 111679 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 166.12 | False | None | None | False | None | False | 1058242.542 | 0 | | 3232593 | 111679 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 678.14 | False | None | None | False | None | False | 4610938.3346 | 0 | | 3232594 | 111679 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 518.95 | False | None | None | False | None | False | 3789762.1125 | 0 | | 3232595 | 111679 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 9.9453 | False | None | None | False | None | False | 927738.35973 | 0 | | 3232596 | 111679 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 750.0 | False | None | None | False | None | False | 373275.0 | 0 | | 3232597 | 111679 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 1050.0 | False | None | None | False | None | False | 427770.0 | 0 | | 3232598 | 111679 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 109.78 | False | None | None | False | None | False | 147313.782 | 0 | | 3232599 | 111679 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232600 | 111679 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 18.0 | False | None | None | False | None | False | 6369.3 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM ACROSS NARIHALLA BETWEEN BANNIHATTI - TARANGARA VILLAGE IN SANDUR TALUK, BALLARI DISTRICT | 11569924.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232601 | 111680 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 315.0 | False | None | None | False | None | False | 129984.75 | 0 | | 3232602 | 111680 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 5850.0 | False | None | None | False | None | False | 583537.5 | 0 | | 3232603 | 111680 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1926.36 | False | None | None | False | None | False | 206313.156 | 0 | | 3232604 | 111680 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 696.9 | False | None | None | False | None | False | 310991.625 | 0 | | 3232605 | 111680 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 371.71 | False | None | None | False | None | False | 2367922.7985 | 0 | | 3232606 | 111680 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required .etc., complete with all lead
and lifts including loading and unloading and as per specifction with the directions of Engineerincharge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 727.09 | False | None | None | False | None | False | 4943768.4751 | 0 | | 3232607 | 111680 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed .etc., complete with all lead
and lifts including loading and unloading and as per specifction with the directions of Engineerincharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 243.29 | False | None | None | False | None | False | 1776686.0475 | 0 | | 3232608 | 111680 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 11.937 | False | None | None | False | None | False | 1113532.3017 | 0 | | 3232609 | 111680 | None | MI009 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 91.5 | False | None | None | False | None | False | 122783.85 | 0 | | 3232610 | 111680 | None | MI010 | Providing and fixing board displaying information, such as 'Name of work,
Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular
shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with
one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols etc. with approved colour shade
paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65
mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75
cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed
by Engineer in Charge & MoRTH specification 804.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232611 | 111680 | None | MI011 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete /
masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of
cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand
backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 14.0 | False | None | None | False | None | False | 4953.9 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM ACROSS NARIHALLA BETWEEN VADDU - S.BASAPURA VILLAGE IN SANDUR TALUK, BALLARI DISTRICT. | 13422110.22 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232612 | 111681 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 265.65 | False | None | None | False | None | False | 109620.4725 | 0 | | 3232613 | 111681 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 4680.0 | False | None | None | False | None | False | 466830.0 | 0 | | 3232614 | 111681 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1995.87 | False | None | None | False | None | False | 213757.677 | 0 | | 3232615 | 111681 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 587.17 | False | None | None | False | None | False | 262024.6125 | 0 | | 3232616 | 111681 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 381.11 | False | None | None | False | None | False | 2427804.0885 | 0 | | 3232617 | 111681 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 824.2 | False | None | None | False | None | False | 5604057.238 | 0 | | 3232618 | 111681 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 354.49 | False | None | None | False | None | False | 2588751.8475 | 0 | | 3232619 | 111681 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 12.69 | False | None | None | False | None | False | 1183775.229 | 0 | | 3232620 | 111681 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 368.0 | False | None | None | False | None | False | 183153.6 | 0 | | 3232621 | 111681 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 600.0 | False | None | None | False | None | False | 244440.0 | 0 | | 3232622 | 111681 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 91.5 | False | None | None | False | None | False | 122783.85 | 0 | | 3232623 | 111681 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232624 | 111681 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECK DAM NEAR TALURU VILLAGE IN SANDUR TALUK, BALLARI DISTRICT. | 11527867.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232625 | 111682 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 254.0 | False | None | None | False | None | False | 104813.1 | 0 | | 3232626 | 111682 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 6600.0 | False | None | None | False | None | False | 658350.0 | 0 | | 3232627 | 111682 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1470.31 | False | None | None | False | None | False | 157470.201 | 0 | | 3232628 | 111682 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 650.95 | False | None | None | False | None | False | 290486.4375 | 0 | | 3232629 | 111682 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 246.34 | False | None | None | False | None | False | 1569272.019 | 0 | | 3232630 | 111682 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 591.55 | False | None | None | False | None | False | 4022179.1545 | 0 | | 3232631 | 111682 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 385.67 | False | None | None | False | None | False | 2816451.5925 | 0 | | 3232632 | 111682 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 8.8154 | False | None | None | False | None | False | 822336.65514 | 0 | | 3232633 | 111682 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 900.0 | False | None | None | False | None | False | 447930.0 | 0 | | 3232634 | 111682 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 1080.0 | False | None | None | False | None | False | 439992.0 | 0 | | 3232635 | 111682 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 136.2 | False | None | None | False | None | False | 182766.78 | 0 | | 3232636 | 111682 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232637 | 111682 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 18.0 | False | None | None | False | None | False | 6369.3 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM NEAR JOGA VILLAGE SANDUR TALUK, BALLARI DISTRICT. | 13608232.71 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232638 | 111683 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 264.0 | False | None | None | False | None | False | 108939.6 | 0 | | 3232639 | 111683 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 5820.0 | False | None | None | False | None | False | 580545.0 | 0 | | 3232640 | 111683 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1503.38 | False | None | None | False | None | False | 161011.998 | 0 | | 3232641 | 111683 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 728.2 | False | None | None | False | None | False | 324959.25 | 0 | | 3232642 | 111683 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 274.935 | False | None | None | False | None | False | 1751432.17725 | 0 | | 3232643 | 111683 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 772.6 | False | None | None | False | None | False | 5253208.714 | 0 | | 3232644 | 111683 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 455.8875 | False | None | None | False | None | False | 3329232.440625 | 0 | | 3232645 | 111683 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 11.9092 | False | None | None | False | None | False | 1110939.00372 | 0 | | 3232646 | 111683 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 1033.6 | False | None | None | False | None | False | 514422.72 | 0 | | 3232647 | 111683 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 480.0 | False | None | None | False | None | False | 195552.0 | 0 | | 3232648 | 111683 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 195.9 | False | None | None | False | None | False | 262878.21 | 0 | | 3232649 | 111683 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232650 | 111683 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECK DAM AND PROTECTION WORKS TO NARIHALLA NEAR KUREKUPPA VILLAGE SANDUR TALUK, BALLARI DISTRICT. | 12154157.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232651 | 111684 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 245.0 | False | None | None | False | None | False | 101099.25 | 0 | | 3232652 | 111684 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 5100.0 | False | None | None | False | None | False | 508725.0 | 0 | | 3232653 | 111684 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1222.11 | False | None | None | False | None | False | 130887.981 | 0 | | 3232654 | 111684 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 546.1 | False | None | None | False | None | False | 243697.125 | 0 | | 3232655 | 111684 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 195.34 | False | None | None | False | None | False | 1244384.169 | 0 | | 3232656 | 111684 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 638.76 | False | None | None | False | None | False | 4343178.3564 | 0 | | 3232657 | 111684 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 520.61 | False | None | None | False | None | False | 3801884.6775 | 0 | | 3232658 | 111684 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 7.8091 | False | None | None | False | None | False | 728464.86531 | 0 | | 3232659 | 111684 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 1292.0 | False | None | None | False | None | False | 643028.4 | 0 | | 3232660 | 111684 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete.etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | Sqm | 407.4 | 407.4 | 600.0 | False | None | None | False | None | False | 244440.0 | 0 | | 3232661 | 111684 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 110.7 | False | None | None | False | None | False | 148548.33 | 0 | | 3232662 | 111684 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232663 | 111684 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete /
masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of
cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand
backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 18.0 | False | None | None | False | None | False | 6369.3 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECK DAM NEAR AVINAMADAGU VILLAGE SANDUR TALUK, BALLARI DISTRICT. | 12542795.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232664 | 111685 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 298.0 | False | None | None | False | None | False | 122969.7 | 0 | | 3232665 | 111685 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 3600.0 | False | None | None | False | None | False | 359100.0 | 0 | | 3232666 | 111685 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1712.61 | False | None | None | False | None | False | 183420.531 | 0 | | 3232667 | 111685 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 452.3 | False | None | None | False | None | False | 201838.875 | 0 | | 3232668 | 111685 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 181.98 | False | None | None | False | None | False | 1159276.293 | 0 | | 3232669 | 111685 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 746.31 | False | None | None | False | None | False | 5074452.7509 | 0 | | 3232670 | 111685 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 540.99 | False | None | None | False | None | False | 3950714.7225 | 0 | | 3232671 | 111685 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 11.013 | False | None | None | False | None | False | 1027337.7933 | 0 | | 3232672 | 111685 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 220.8 | False | None | None | False | None | False | 109892.16 | 0 | | 3232673 | 111685 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 420.0 | False | None | None | False | None | False | 171108.0 | 0 | | 3232674 | 111685 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 124.35 | False | None | None | False | None | False | 166865.265 | 0 | | 3232675 | 111685 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232676 | 111685 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 18.0 | False | None | None | False | None | False | 6369.3 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM CUM CAUSEWAY ACROSS HALLA NEAR LAKSHMIPURA VILLAGE (SITE-1) IN SANDUR TALUK, BALLARI DISTRICT. | 12545022.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232677 | 111686 | None | mi001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 427.85 | False | None | None | False | None | False | 176552.3025 | 0 | | 3232678 | 111686 | None | mi002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 5460.0 | False | None | None | False | None | False | 544635.0 | 0 | | 3232679 | 111686 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1205.29 | False | None | None | False | None | False | 129086.559 | 0 | | 3232680 | 111686 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 585.79 | False | None | None | False | None | False | 261408.7875 | 0 | | 3232681 | 111686 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 267.52 | False | None | None | False | None | False | 1704196.032 | 0 | | 3232682 | 111686 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 759.54 | False | None | None | False | None | False | 5164408.6806 | 0 | | 3232683 | 111686 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 419.46 | False | None | None | False | None | False | 3063211.515 | 0 | | 3232684 | 111686 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 12.336 | False | None | None | False | None | False | 1150752.6576 | 0 | | 3232685 | 111686 | None | MI009 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 244.5 | False | None | None | False | None | False | 328094.55 | 0 | | 3232686 | 111686 | None | MI010 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232687 | 111686 | None | MI011 | Boundary pillar / Guard Stone
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (Common SR Volumecomplete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) III - 2023-24 Item No.8.18 Page No.67) . | Each | 785.4 | 785.4 | 7.83 | False | None | None | False | None | False | 6149.682 | 0 | | 3232688 | 111686 | None | MI012 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 20.0 | False | None | None | False | None | False | 7077.0 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECK DAM NEAR M.GANGALAPURA VILLAGE SANDUR TALUK, BALLARI DISTRICT. | 13371462.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232689 | 111687 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 170.4 | False | None | None | False | None | False | 70315.56 | 0 | | 3232690 | 111687 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 4554.0 | False | None | None | False | None | False | 454261.5 | 0 | | 3232691 | 111687 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1714.13 | False | None | None | False | None | False | 183583.323 | 0 | | 3232692 | 111687 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 527.19 | False | None | None | False | None | False | 235258.5375 | 0 | | 3232693 | 111687 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 286.81 | False | None | None | False | None | False | 1827080.0835 | 0 | | 3232694 | 111687 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 754.51 | False | None | None | False | None | False | 5130207.7489 | 0 | | 3232695 | 111687 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 493.99 | False | None | None | False | None | False | 3607485.4725 | 0 | | 3232696 | 111687 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 10.1232 | False | None | None | False | None | False | 944333.60112 | 0 | | 3232697 | 111687 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 969.0 | False | None | None | False | None | False | 482271.3 | 0 | | 3232698 | 111687 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 450.0 | False | None | None | False | None | False | 183330.0 | 0 | | 3232699 | 111687 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 177.0 | False | None | None | False | None | False | 237516.3 | 0 | | 3232700 | 111687 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232701 | 111687 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 18.0 | False | None | None | False | None | False | 6369.3 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM NEAR TUMATI-2 VILLAGE IN SANDUR TALUK, BALLARI DISTRICT. | 11196649.22 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232702 | 111688 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 612.0 | False | None | None | False | None | False | 252541.8 | 0 | | 3232703 | 111688 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depth.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 9825.0 | False | None | None | False | None | False | 980043.75 | 0 | | 3232704 | 111688 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1439.16 | False | None | None | False | None | False | 154134.036 | 0 | | 3232705 | 111688 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 380.35 | False | None | None | False | None | False | 169731.1875 | 0 | | 3232706 | 111688 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 168.87 | False | None | None | False | None | False | 1075761.0045 | 0 | | 3232707 | 111688 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 535.33 | False | None | None | False | None | False | 3639917.4487 | 0 | | 3232708 | 111688 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 372.75 | False | None | None | False | None | False | 2722100.0625 | 0 | | 3232709 | 111688 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 7.769 | False | None | None | False | None | False | 724724.1729 | 0 | | 3232710 | 111688 | None | MI009 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead,
transportation to site, spreading, grading to required slope and compacting to meet the
requirement complete as per specifications, includingcost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 497.7 | 497.7 | 1456.0 | False | None | None | False | None | False | 724651.2 | 0 | | 3232711 | 111688 | None | MI010 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 1400.0 | False | None | None | False | None | False | 570360.0 | 0 | | 3232712 | 111688 | None | MI011 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 124.35 | False | None | None | False | None | False | 166865.265 | 0 | | 3232713 | 111688 | None | MI012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232714 | 111688 | None | MI013 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification . complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 18.0 | False | None | None | False | None | False | 6369.3 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF CHECKDAM NEAR NOORAHAMED LAND DOULATHPURA-2 VILLAGE IN SANDUR TALUK, BALLARI DISTRICT. | 9486476.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232715 | 111689 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 252.0 | False | None | None | False | None | False | 103987.8 | 0 | | 3232716 | 111689 | None | MI002 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depthIn all kinds of soils upto 300 mm depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 3465.0 | False | None | None | False | None | False | 345633.75 | 0 | | 3232717 | 111689 | None | MI003 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 1373.6 | False | None | None | False | None | False | 147112.56 | 0 | | 3232718 | 111689 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 833.3 | False | None | None | False | None | False | 371860.125 | 0 | | 3232719 | 111689 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 208.18 | False | None | None | False | None | False | 1326179.463 | 0 | | 3232720 | 111689 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 529.24 | False | None | None | False | None | False | 3598509.1636 | 0 | | 3232721 | 111689 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 351.56 | False | None | None | False | None | False | 2567354.79 | 0 | | 3232722 | 111689 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 8.693 | False | None | None | False | None | False | 810918.6813 | 0 | | 3232723 | 111689 | None | MI009 | Description:Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 148.9 | False | None | None | False | None | False | 199808.91 | 0 | | 3232724 | 111689 | None | MI010 | Providing and fixing board displaying information, such as 'Name of work,
Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular
shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with
one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols etc. with approved colour shade
paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65
mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75
cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed
by Engineer in Charge & MoRTH specification 804.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3232725 | 111689 | None | MI011 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete /
masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of
cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand
backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 16.0 | False | None | None | False | None | False | 5661.6 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF PERCOLATION TANK NEAR SWAMIHALLI VILLAGE IN SANDUR TALUK, BALLARI DISTRICT | 16812382.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232726 | 111690 | None | MI001 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 141.0 | False | None | None | False | None | False | 58183.65 | 0 | | 3232727 | 111690 | None | MI002 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of
stumps and including burning or disposing off the materials as directed with all other ancillary
operations complete.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 26.77 | 26.77 | 570.0 | False | None | None | False | None | False | 15258.9 | 0 | | 3232728 | 111690 | None | MI003 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 1305.0 | False | None | None | False | None | False | 130173.75 | 0 | | 3232729 | 111690 | None | MI004 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 3193.12 | False | None | None | False | None | False | 341983.152 | 0 | | 3232730 | 111690 | None | MI005 | Providing cut-off trench filling using selected approved impervious soil from
borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials,
machinery, labour, all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides,
watering,compacting to density control of not less than 95 percent using power roller and all
other ancillary operations complete.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 542.85 | 542.85 | 1209.3 | False | None | None | False | None | False | 656468.505 | 0 | | 3232731 | 111690 | None | MI006 | Providing casing embankment using semi-pervious / pervious approved soil
from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all
materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer
of specified thickness, sorting out, breaking clods, levelling, sectioning edges /sides, watering,
compacting each layer to density control of not less than 95 percent or as stipulated using power
roller and all other ancillary operations complete.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 660.45 | 660.45 | 8271.898 | False | None | None | False | None | False | 5463175.0341 | 0 | | 3232732 | 111690 | None | MI007 | Providing hearting embankment using selected impervious approved soil from
borrow areas in layers of 250 to 300 mm (before compaction) including cost of all
materials,machinery, labour,all other operations such as collection of soil, spreading soil in layer
of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering,
compacting each layer to density control of not less than 95 percent or as stipulated using power
roller and all other ancillary operations complete.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 538.65 | 538.65 | 4104.3 | False | None | None | False | None | False | 2210781.195 | 0 | | 3232733 | 111690 | None | MI008 | Providing and constructing longitudinal and cross graded filter drains using
sand and 20 mm down approved clean, hard, graded aggregates satisfying specified filter
creteria in layers of specified thickness including cost of all materials, machinery, labour, laying
to required slopes, compaction and all other ancillary operations complete as per specifications
and approved drawings.etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 2171.4 | 2171.4 | 26.066 | False | None | None | False | None | False | 56599.7124 | 0 | | 3232734 | 111690 | None | MI009 | Providing and constructing graded filter media below and behind rock-toe
consisting of 200 mm thick sand, 150 mm thick 20 mm down and 150 mm thick 40 mm down
clean, hard, graded coarse aggregate layers satisfying specified filter criteria behind rock-toe and
150 mm thick sand, 200 mm thick 20 mm down and 650 mm thick 40 mm down clean, hard,
graded coarse aggregate layers satisfying specified filter criteria below rock-toe including cost of
all materials, machinery, labour, laying to specified thickness and slope, compaction and all other
ancillary operations complete as perspecifications and approved drawings.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 2017.05 | 2017.05 | 146.0 | False | None | None | False | None | False | 294489.3 | 0 | | 3232735 | 111690 | None | MI010 | Providing and constructing dry rubble rock-toe using rubble and stone chips
from approved source including cost of all materials, machinery,labour, hand packing rubble and
stone chips, finishing top and sides to be required slopes and all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 1456.35 | 1456.35 | 607.5 | False | None | None | False | None | False | 884732.625 | 0 | | 3232736 | 111690 | None | MI011 | Providing and constructing vertical /inclined graded filter media using clean,
hard graded sand and coarse aggregates from approved source satisfying specified filter creteria
in layers of specified thickness including cost of all materials, machinery, labour, laying to
required slopes, compacting and all other ancillary operations complete as per specifications
and approved drawings.etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 2196.6 | 2196.6 | 210.92 | False | None | None | False | None | False | 463306.872 | 0 | | 3232737 | 111690 | None | MI012 | Providing and constructing vertical /inclined graded filter media using clean,
hard graded sand and coarse aggregates from approved source satisfying specified filter creteria
in layers of specified thickness including cost of all materials, machinery, labour, laying to
required slopes, compacting and all other ancillary operations complete as per specifications
and approved drawings. 20 mm down graded coarse aggregate layer.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Cum | 2064.3 | 2064.3 | 158.19 | False | None | None | False | None | False | 326551.617 | 0 | | 3232738 | 111690 | None | MI013 | Providing and constructing 450 mm thick hand packed rough stone revetment
consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all
materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Sqm | 771.75 | 771.75 | 2700.0 | False | None | None | False | None | False | 2083725.0 | 0 | | 3232739 | 111690 | None | MI014 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 80.125 | False | None | None | False | None | False | 510424.29375 | 0 | | 3232740 | 111690 | None | MI015 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 215.28 | False | None | None | False | None | False | 1463772.6792 | 0 | | 3232741 | 111690 | None | MI016 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 172.45 | False | None | None | False | None | False | 1259359.2375 | 0 | | 3232742 | 111690 | None | MI017 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification.Dam & Allied Works.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 4.66 | False | None | None | False | None | False | 434703.906 | 0 | | 3232743 | 111690 | None | MI018 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 118.26 | False | None | None | False | None | False | 158693.094 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF NEW PERCOLATION TANK IN DEVARAHALI VILLAGE OF SANDUR TALUK, BALLARI DISTRICT | 15531857.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232744 | 111691 | None | MI001 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of
stumps and including burning or disposing off the materials as directed with all other ancillary
operations complete.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 26.77 | 26.77 | 3140.0 | False | None | None | False | None | False | 84057.8 | 0 | | 3232745 | 111691 | None | MI002 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 447.75 | False | None | None | False | None | False | 184764.0375 | 0 | | 3232746 | 111691 | None | MI003 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of
stumps and including burning or disposing off the materials as directed with all other ancillary
operations complete.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 26.77 | 26.77 | 772.5 | False | None | None | False | None | False | 20679.825 | 0 | | 3232747 | 111691 | None | MI004 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 2160.0 | False | None | None | False | None | False | 215460.0 | 0 | | 3232748 | 111691 | None | MI005 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 107.1 | 107.1 | 1400.72 | False | None | None | False | None | False | 150017.112 | 0 | | 3232749 | 111691 | None | MI006 | Providing cut-off trench filling using selected approved impervious soil from
borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials,
machinery, labour, all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides,
watering,compacting to density control of not less than 95 percent using power roller and all
other ancillary operations complete.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 542.85 | 542.85 | 571.4 | False | None | None | False | None | False | 310184.49 | 0 | | 3232750 | 111691 | None | MI007 | Providing casing embankment using semi-pervious / pervious approved soil
from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all
materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer
of specified thickness, sorting out, breaking clods, levelling, sectioning edges /sides, watering,
compacting each layer to density control of not less than 95 percent or as stipulated using power
roller and all other ancillary operations complete.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 660.45 | 660.45 | 5438.715 | False | None | None | False | None | False | 3591999.32175 | 0 | | 3232751 | 111691 | None | MI008 | Providing hearting embankment using selected impervious approved soil from
borrow areas in layers of 250 to 300 mm (before compaction) including cost of all
materials,machinery, labour,all other operations such as collection of soil, spreading soil in layer
of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering,
compacting each layer to density control of not less than 95 percent or as stipulated using power
roller and all other ancillary operations complete.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 538.65 | 538.65 | 2200.4 | False | None | None | False | None | False | 1185245.46 | 0 | | 3232752 | 111691 | None | MI009 | Providing and constructing longitudinal and cross graded filter drains using
sand and 20 mm down approved clean, hard, graded aggregates satisfying specified filter
creteria in layers of specified thickness including cost of all materials, machinery, labour, laying
to required slopes, compaction and all other ancillary operations complete as per specifications
and approved drawings.etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 2171.4 | 2171.4 | 19.647 | False | None | None | False | None | False | 42661.4958 | 0 | | 3232753 | 111691 | None | MI010 | Providing and constructing graded filter media below and behind rock-toe
consisting of 200 mm thick sand, 150 mm thick 20 mm down and 150 mm thick 40 mm down
clean, hard, graded coarse aggregate layers satisfying specified filter criteria behind rock-toe and
150 mm thick sand, 200 mm thick 20 mm down and 650 mm thick 40 mm down clean, hard,
graded coarse aggregate layers satisfying specified filter criteria below rock-toe including cost of
all materials, machinery, labour, laying to specified thickness and slope, compaction and all other
ancillary operations complete as perspecifications and approved drawings.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 2017.05 | 2017.05 | 149.0 | False | None | None | False | None | False | 300540.45 | 0 | | 3232754 | 111691 | None | MI011 | Providing and constructing dry rubble rock-toe using rubble and stone chips
from approved source including cost of all materials, machinery,labour, hand packing rubble and
stone chips, finishing top and sides to be required slopes and all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 1456.35 | 1456.35 | 96.0 | False | None | None | False | None | False | 139809.6 | 0 | | 3232755 | 111691 | None | MI012 | Providing and constructing vertical /inclined graded filter media using clean,
hard graded sand and coarse aggregates from approved source satisfying specified filter creteria
in layers of specified thickness including cost of all materials, machinery, labour, laying to
required slopes, compacting and all other ancillary operations complete as per specifications
and approved drawings.etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 2196.6 | 2196.6 | 127.6 | False | None | None | False | None | False | 280286.16 | 0 | | 3232756 | 111691 | None | MI013 | Providing and constructing vertical /inclined graded filter media using clean,
hard graded sand and coarse aggregates from approved source satisfying specified filter creteria
in layers of specified thickness including cost of all materials, machinery, labour, laying to
required slopes, compacting and all other ancillary operations complete as per specifications
and approved drawings.etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) 20
mm down graded coarse aggregate layer | Cum | 2064.3 | 2064.3 | 95.7 | False | None | None | False | None | False | 197553.51 | 0 | | 3232757 | 111691 | None | MI014 | Providing and constructing 450 mm thick hand packed rough stone revetment
consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c
over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all
materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Sqm | 771.75 | 771.75 | 1701.787 | False | None | None | False | None | False | 1313354.11725 | 0 | | 3232758 | 111691 | None | MI015 | Providing and constructing dry size stone pitching using 200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete.etc., complete with all lead and lifts including loadingand unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | Sqm | 407.4 | 407.4 | 2880.0 | False | None | None | False | None | False | 1173312.0 | 0 | | 3232759 | 111691 | None | MI016 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 21.33 | False | None | None | False | None | False | 135879.5655 | 0 | | 3232760 | 111691 | None | MI017 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS)
| Cum | 107.1 | 107.1 | 474.21 | False | None | None | False | None | False | 50787.891 | 0 | | 3232761 | 111691 | None | MI018 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 64.6 | False | None | None | False | None | False | 411524.61 | 0 | | 3232762 | 111691 | None | MI019 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 350.28 | False | None | None | False | None | False | 2381690.3292 | 0 | | 3232763 | 111691 | None | MI020 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 312.85 | False | None | None | False | None | False | 2284665.3375 | 0 | | 3232764 | 111691 | None | MI021 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 7.67 | False | None | None | False | None | False | 715489.047 | 0 | | 3232765 | 111691 | None | MI022 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 118.26 | False | None | None | False | None | False | 158693.094 | 0 | | 3232766 | 111691 | None | MI023 | Dismantling of existing structures like culverts, bridges, retaining walls and
other structure comprising of masonry, cement concrete, wood work, steel work, including T&P
and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable
material and stacking the serviceable material with all lifts and lead.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Cum | 754.95 | 754.95 | 269.16 | False | None | None | False | None | False | 203202.342 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | IMPROVEMENTS TO NAGENAHALLI PERCOLATION TANK IN SANDUR TALUK, BALLARI DISTRICT | 10007544.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232767 | 111692 | None | MI001 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of
stumps and including burning or disposing off the materials as directed with all other ancillary
operations complete.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 26.77 | 26.77 | 4065.0 | False | None | None | False | None | False | 108820.05 | 0 | | 3232768 | 111692 | None | MI002 | De-silting of Feeder Channel/Canal in dry condition by excavating the deposited
bed material and disposing off the same by stacking/ formation of Embankment or as directed
including cost of all machinery,labour & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 98.7 | 98.7 | 8681.2 | False | None | None | False | None | False | 856834.44 | 0 | | 3232769 | 111692 | None | MI003 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 189.0 | False | None | None | False | None | False | 77990.85 | 0 | | 3232770 | 111692 | None | MI004 | Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic
tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in
layer, breaking clods, watering & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 476.7 | 476.7 | 490.76 | False | None | None | False | None | False | 233945.292 | 0 | | 3232771 | 111692 | None | MI005 | Removing disturbed rough / size stone revetment 300 mm thick with 150 mm
thick 40 mm down aggregate backing and resetting the same using the available stones and
fresh aggregate from quarry including handpacking, wedging, finishing & all necessary works as
directed and complete as per specification.etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | Sqm | 390.6 | 390.6 | 104.64 | False | None | None | False | None | False | 40872.384 | 0 | | 3232772 | 111692 | None | MI006 | Providing and constructing 450 mm thick hand packed rough stone revetment
consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c
over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all
materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Sqm | 771.75 | 771.75 | 156.97 | False | None | None | False | None | False | 121141.5975 | 0 | | 3232773 | 111692 | None | MI007 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In all kinds of soils Depth upto 3 m.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 756.328 | False | None | None | False | None | False | 81002.7288 | 0 | | 3232774 | 111692 | None | MI008 | Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment to strengthen the existing bund including disposing off the excavated soil in in specified dump area & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 262.5 | 262.5 | 15.8 | False | None | None | False | None | False | 4147.5 | 0 | | 3232775 | 111692 | None | MI009 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 30.848 | False | None | None | False | None | False | 196512.5568 | 0 | | 3232776 | 111692 | None | MI010 | Providing and constructing dry size stone pitching using 200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete.etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-As per relevant IS) | Sqm | 407.4 | 407.4 | 14400.0 | False | None | None | False | None | False | 5866560.0 | 0 | | 3232777 | 111692 | None | MI011 | Providing cut-off trench filling using selected approved impervious soil from
borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials,
machinery, labour, all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides,
watering,compacting to density control of not less than 95 percent using power roller and all other ancillary operations complete.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As perrelevant IS) | Cum | 542.85 | 542.85 | 737.1 | False | None | None | False | None | False | 400134.735 | 0 | | 3232778 | 111692 | None | MI012 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. (Ref:- As per relevant IS) | Cum | 6799.39 | 6799.39 | 140.2 | False | None | None | False | None | False | 953274.478 | 0 | | 3232779 | 111692 | None | MI013 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification.complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 101.02 | False | None | None | False | None | False | 737723.805 | 0 | | 3232780 | 111692 | None | MI014 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 3.03 | False | None | None | False | None | False | 282650.823 | 0 | | 3232781 | 111692 | None | MI015 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 34.23 | False | None | None | False | None | False | 45933.237 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | IMPROVEMENTS TO DEVARABUDENAHALLI TANK IN SANDUR TALUK, BALLARI DISTRICT | 14299701.43 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232782 | 111693 | None | MI001 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of
stumps and including burning or disposing off the materials as directed with all other ancillary
operations complete.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 26.77 | 26.77 | 6635.0 | False | None | None | False | None | False | 177618.95 | 0 | | 3232783 | 111693 | None | MI002 | De-silting of Feeder Channel/Canal in dry condition by excavating the deposited
bed material and disposing off the same by stacking/ formation of Embankment or as directed
including cost of all machinery,labour & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 98.7 | 98.7 | 1190.15 | False | None | None | False | None | False | 117467.805 | 0 | | 3232784 | 111693 | None | MI003 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 96.0 | False | None | None | False | None | False | 39614.4 | 0 | | 3232785 | 111693 | None | MI004 | Providing new embankment abutting to existing bund to strength the existing
bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each
layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic
tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in
layer, breaking clods, watering & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 476.7 | 476.7 | 4236.59 | False | None | None | False | None | False | 2019582.453 | 0 | | 3232786 | 111693 | None | MI005 | Removing disturbed rough / size stone revetment 300 mm thick with 150 mm
thick 40 mm down aggregate backing and resetting the same using the available stones and
fresh aggregate from quarry including handpacking, wedging, finishing & all necessary works as
directed and complete as per specification.etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work.Ref :- (As per relevant IS) | Sqm | 390.6 | 390.6 | 675.24 | False | None | None | False | None | False | 263748.744 | 0 | | 3232787 | 111693 | None | MI006 | Providing and constructing 450 mm thick hand packed rough stone revetment
consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c
over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all
materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Sqm | 771.75 | 771.75 | 1575.56 | False | None | None | False | None | False | 1215938.43 | 0 | | 3232788 | 111693 | None | MI007 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 107.1 | 107.1 | 2578.89 | False | None | None | False | None | False | 276199.119 | 0 | | 3232789 | 111693 | None | MI008 | Excavating grip trenches of specified size in all kinds of soil in existing bund for
abutting fresh embankment to strengthen the existing bund including disposing off the
excavated soil in in specified dump area & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 262.5 | 262.5 | 174.96 | False | None | None | False | None | False | 45927.0 | 0 | | 3232790 | 111693 | None | MI009 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 84.38 | False | None | None | False | None | False | 537530.133 | 0 | | 3232791 | 111693 | None | MI010 | Providing and constructing dry size stone pitching using 200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | Sqm | 407.4 | 407.4 | 400.0 | False | None | None | False | None | False | 162960.0 | 0 | | 3232792 | 111693 | None | MI011 | Providing cut-off trench filling using selected approved impervious soil from
borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials,
machinery, labour, all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides,
watering,compacting to density control of not less than 95 percent using power roller and all
other ancillary operations complete. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Cum | 542.85 | 542.85 | 2875.8 | False | None | None | False | None | False | 1561128.03 | 0 | | 3232793 | 111693 | None | MI012 | Providing and laying 1000 micron thick 1 face textured HDPE black Geo
membrane sheet for water resistance having break strength of 11 N/mm strength at yield 15 N/
mm with a density of a membrane 0.95 g/cubic cm elongation at yield 13% elongation at break
100% with a tear resistance of 122 N, puncture resistance of 280 N with all lead and lift etc.,
complete as per direction of Engineering in charge etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Sqm | 136.0 | 136.0 | 2086.65 | False | None | None | False | None | False | 283784.4 | 0 | | 3232794 | 111693 | None | MI013 | Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm
down approved, clean, hard, graded aggregates for side lining of canal including cost of all
materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position,
levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes,
curing with all other ancillary operations complete.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Cum | 8688.75 | 8688.75 | 36.0 | False | None | None | False | None | False | 312795.0 | 0 | | 3232795 | 111693 | None | MI014 | Providing and laying insitu vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for bed lining of canal including cost of all
materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating,
finishing, curing with all other ancillary operations completeetc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Cum | 6369.3 | 6369.3 | 27.0 | False | None | None | False | None | False | 171971.1 | 0 | | 3232796 | 111693 | None | MI015 | Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m
casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm
c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Each | 1139.25 | 1139.25 | 95.0 | False | None | None | False | None | False | 108228.75 | 0 | | 3232797 | 111693 | None | MI016 | Supplying at site Angle iron post & strut of required size including bottom to be
split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm
dia. etc. complete etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Kg | 118.65 | 118.65 | 21056.0 | False | None | None | False | None | False | 2498294.4 | 0 | | 3232798 | 111693 | None | MI017 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size
50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required
complete as per the direction of Engineer in-charge. (Made of G.I. wire of dia 4 mm) etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Sqm | 843.15 | 843.15 | 1800.0 | False | None | None | False | None | False | 1517670.0 | 0 | | 3232799 | 111693 | None | MIo18 | Fencing with G.I. barbed wire Angle iron post placed at required distance
embedded in cement concrete blocks, every 15th post, last but one end post and corner post
shall be strutted on both sides and end post on one side only and provided with horizontal lines
and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m
(minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete.
(Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be
made per metre cost of total length of barbed wire used etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | m | 18.9 | 18.9 | 3000.0 | False | None | None | False | None | False | 56700.0 | 0 | | 3232800 | 111693 | None | MI019 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Cum | 6799.39 | 6799.39 | 98.0 | False | None | None | False | None | False | 666340.22 | 0 | | 3232801 | 111693 | None | MI020 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 150.75 | False | None | None | False | None | False | 1100889.5625 | 0 | | 3232802 | 111693 | None | MI021 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Cum | 1341.9 | 1341.9 | 12.54 | False | None | None | False | None | False | 16827.426 | 0 | | 3232803 | 111693 | None | MI022 | Providing and laying 300 mm diameter open jointed hume pipes with collars in
rock-toe for drainage including cost of all materials, machinery, labour and all other ancillary
operations complete etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | m | 998.55 | 998.55 | 25.0 | False | None | None | False | None | False | 24963.75 | 0 | | 3232804 | 111693 | None | MI023 | Design, fabrication, supply, erection and commissioning of embedded parts
( with top seal seat ) consisting of sill beam, wheel tracks, seal tracks, guide rails, groove lining
upto top etc., with all accessories for vertical lift roller gate for canal escape / regulator including
cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning,
applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint
etc., complets as per specifications and approved drawings etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Tonne | 198450.0 | 198450.0 | 0.1307 | False | None | None | False | None | False | 25937.415 | 0 | | 3232805 | 111693 | None | MI024 | Design, fabrication, supply, erection, testing and commissioning of fixed wheel
type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical
girders, wheels, guide rollers, rubber seals etc., with all accessories for canal escape / regulator
vent including cost of all materials,machinery,labour,cutting, aligning, welding finishing, cleaning,
applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint,
seal fixing and all other ancillary operations complete as per specifications and approved drawings etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Tonne | 185325.0 | 185325.0 | 0.02 | False | None | None | False | None | False | 3706.5 | 0 | | 3232806 | 111693 | None | MI025 | Design, fabrication, supply, erection, testing and commissioning of adequate
capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc., with all
accessories for operating canal escape / regulator gate including cost of all materials,
machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, applying two
coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint and
all other ancillary operations complete as per specifications and approved drawing etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Tonne | 50085.0 | 50085.0 | 0.05 | False | None | None | False | None | False | 2504.25 | 0 | | 3232807 | 111693 | None | MI026 | Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted
on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above
ground, 2 m centre to centre, complete as per approved drawings etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | m | 2073.75 | 2073.75 | 23.6 | False | None | None | False | None | False | 48940.5 | 0 | | 3232808 | 111693 | None | MI027 | Earth work excavation by manual means for drains,canals, waste weir draft,
approach channels, key trench, foundation of Bridges and such similar works, as per drawing and
technical specifications, including setting out, shoring, strutting, barricading, caution lights,
excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff
or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including
cost of labour, tools, usage & other appurtenances required to complete the work. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Cum | 313.95 | 313.95 | 61.26 | False | None | None | False | None | False | 19232.577 | 0 | | 3232809 | 111693 | None | MI028 | Providing and laying insitu vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for bed lining of canal including cost of all
materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating,
finishing, curing with all other ancillary operations complete etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Cum | 6369.3 | 6369.3 | 15.993 | False | None | None | False | None | False | 101864.2149 | 0 | | 3232810 | 111693 | None | MI029 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Tonne | 93284.1 | 93284.1 | 3.32 | False | None | None | False | None | False | 309703.212 | 0 | | 3232811 | 111693 | None | MI030 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. ( Ref :- As per relevant IS) | Cum | 7129.46 | 7129.46 | 65.28 | False | None | None | False | None | False | 465411.1488 | 0 | | 3232812 | 111693 | None | MI031 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3
Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for
sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line
and level including loading and unloading at both destinations and jointing of pipes and specials,
perfect linking of joints with jack to correct position including cost of jointing materials, i.e,
rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and
giving necessary hydraulic test as per ISS to the required pressure and commissioning etc.
complete. (Contractor will make his own arrangements for procuring water for testing). Before
the execution of the work, the contractor shall carry out the survey. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. RCC NP3 Class pipe of 700
mm dia. | m | 3804.15 | 3804.15 | 30.0 | False | None | None | False | None | False | 114124.5 | 0 | | 3232813 | 111693 | None | MI032 | Providing homogeneous embankment using soil from approved borrow area
mixed with 5% cement with machine mixed and laid in layer of 0.30m thick and well compacted
for ground stabilisation including cost of all materials, machinery,labour, all operations such as
excavation, sorting out, transportation, spreading treated soil in layer of specified thickness,
breaking clods, sectioning, watering, compacting to density control of not less than 95 percent
using power roller & all necessary works as directed and complete as per specification. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Cum | 1155.0 | 1155.0 | 27.79 | False | None | None | False | None | False | 32097.45 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | IMPROVEMENTS TO TALUR PERCOLATION TANK SANDUR TALUK, BALLARI DISTRICT | 9110513.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232814 | 111694 | None | MI001 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillaryoperations complete. complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 26.77 | 26.77 | 12286.0 | False | None | None | False | None | False | 328896.22 | 0 | | 3232815 | 111694 | None | MI002 | De-silting of Feeder Channel/Canal in dry condition by excavating the deposited
bed material and disposing off the same by stacking/ formation of Embankment or as directed
including cost of all machinery,labour & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 98.7 | 98.7 | 6349.2 | False | None | None | False | None | False | 626666.04 | 0 | | 3232816 | 111694 | None | MI003 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 385.0 | False | None | None | False | None | False | 158870.25 | 0 | | 3232817 | 111694 | None | MI004 | Providing new embankment abutting to existing bund to strength the existing
bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each
layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic
tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in
layer, breaking clods, watering & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 476.7 | 476.7 | 2952.38 | False | None | None | False | None | False | 1407399.546 | 0 | | 3232818 | 111694 | None | MI005 | Removing disturbed rough / size stone revetment 300 mm thick with 150 mm
thick 40 mm down aggregate backing and resetting the same using the available stones and
fresh aggregate from quarry including handpacking, wedging, finishing & all necessary works as
directed and complete as per specification.etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As Per relevent IS) | Sqm | 390.6 | 390.6 | 476.23 | False | None | None | False | None | False | 186015.438 | 0 | | 3232819 | 111694 | None | MI006 | Providing and constructing 450 mm thick hand packed rough stone revetment
consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c
over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all
materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Sqm | 771.75 | 771.75 | 1111.21 | False | None | None | False | None | False | 857576.3175 | 0 | | 3232820 | 111694 | None | MI007 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 2385.24 | False | None | None | False | None | False | 255459.204 | 0 | | 3232821 | 111694 | None | MI008 | Excavating grip trenches of specified size in all kinds of soil in existing bund for
abutting fresh embankment to strengthen the existing bund including disposing off the
excavated soil in in specified dump area & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as perspecifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 262.5 | 262.5 | 131.62 | False | None | None | False | None | False | 34550.25 | 0 | | 3232822 | 111694 | None | MI009 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 22.99 | False | None | None | False | None | False | 146454.3465 | 0 | | 3232823 | 111694 | None | MI010 | Providing and constructing dry size stone pitching using 200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing and all other ancillary operations complete.etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-As per relevant IS) | Sqm | 407.4 | 407.4 | 4500.0 | False | None | None | False | None | False | 1833300.0 | 0 | | 3232824 | 111694 | None | MI011 | Providing cut-off trench filling using selected approved impervious soil from
borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials,
machinery, labour, all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides,
watering,compacting to density control of not less than 95 percent using power roller and all
other ancillary operations complete.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 542.85 | 542.85 | 3338.85 | False | None | None | False | None | False | 1812494.7225 | 0 | | 3232825 | 111694 | None | MI012 | Providing and laying 1000 micron thick 1 face textured HDPE black Geo
membrane sheet for water resistance having break strength of 11 N/mm strength at yield 15 N/
mm with a density of a membrane 0.95 g/cubic cm elongation at yield 13% elongation at break
100% with a tear resistance of 122 N, puncture resistance of 280 N with all lead and lift etc.,
complete as per direction of Engineering in charge (As per approved quotation rate).etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 136.0 | 136.0 | 1244.215 | False | None | None | False | None | False | 169213.24 | 0 | | 3232826 | 111694 | None | mi013 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 119.29 | False | None | None | False | None | False | 871145.0475 | 0 | | 3232827 | 111694 | None | MI014 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 17.82 | False | None | None | False | None | False | 121165.1298 | 0 | | 3232828 | 111694 | None | MI015 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 3.23 | False | None | None | False | None | False | 301307.643 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | IMPROVEMENTS TO KODALU TANK SANDUR TALUK, BALLARI DISTRICT | 17279057.22 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232829 | 111695 | None | MI001 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of
stumps and including burning or disposing off the materials as directed with all other ancillary
operations complete.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 26.77 | 26.77 | 13380.0 | False | None | None | False | None | False | 358182.6 | 0 | | 3232830 | 111695 | None | MI002 | De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed
including cost of all machinery,labour & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 98.7 | 98.7 | 8708.9 | False | None | None | False | None | False | 859568.43 | 0 | | 3232831 | 111695 | None | MI003 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 75.0 | False | None | None | False | None | False | 30948.75 | 0 | | 3232832 | 111695 | None | MI004 | Providing new embankment abutting to existing bund to strength the existing
bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each
layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic
tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in
layer, breaking clods, watering & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 476.7 | 476.7 | 6283.97 | False | None | None | False | None | False | 2995568.499 | 0 | | 3232833 | 111695 | None | MI005 | Removing disturbed rough / size stone revetment 300 mm thick with 150 mm
thick 40 mm down aggregate backing and resetting the same using the available stones and
fresh aggregate from quarry including handpacking, wedging, finishing & all necessary works as
directed and complete as per specification.etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | Sqm | 390.6 | 390.6 | 916.57 | False | None | None | False | None | False | 358012.242 | 0 | | 3232834 | 111695 | None | MI006 | Providing and constructing 450 mm thick hand packed rough stone revetment
consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c
over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all
materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Sqm | 771.75 | 771.75 | 2138.67 | False | None | None | False | None | False | 1650518.5725 | 0 | | 3232835 | 111695 | None | MI007 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 107.1 | 107.1 | 2533.412 | False | None | None | False | None | False | 271328.4252 | 0 | | 3232836 | 111695 | None | MI008 | Excavating grip trenches of specified size in all kinds of soil in existing bund for
abutting fresh embankment to strengthen the existing bund including disposing off the
excavated soil in in specified dump area & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 262.5 | 262.5 | 243.0 | False | None | None | False | None | False | 63787.5 | 0 | | 3232837 | 111695 | None | MI009 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 115.054 | False | None | None | False | None | False | 732934.2489 | 0 | | 3232838 | 111695 | None | MI010 | Providing cut-off trench filling using selected approved impervious soil from
borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials,
machinery, labour, all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides,
watering,compacting to density control of not less than 95 percent using power roller and all
other ancillary operations complete.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 542.85 | 542.85 | 2777.7 | False | None | None | False | None | False | 1507874.445 | 0 | | 3232839 | 111695 | None | MI011 | Providing and laying 1000 micron thick 1 face textured HDPE black Geo
membrane sheet for water resistance having break strength of 11 N/mm strength at yield 15 N/
mm with a density of a membrane 0.95 g/cubic cm elongation at yield 13% elongation at break
100% with a tear resistance of 122 N, puncture resistance of 280 N with all lead and lift etc.,
complete as per direction of Engineering in charge (As per approved quotation rate)etc.,
complete with all lead and lifts including loading and unloading and as per directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)specifiction with the | Sqm | 136.0 | 136.0 | 2703.406 | False | None | None | False | None | False | 367663.216 | 0 | | 3232840 | 111695 | None | MI012 | Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm
down approved, clean, hard, graded aggregates for side lining of canal including cost of all
materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position,
levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes,
curing with all other ancillary operations complete.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 8688.75 | 8688.75 | 61.2 | False | None | None | False | None | False | 531751.5 | 0 | | 3232841 | 111695 | None | MI013 | Providing and laying insitu vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for bed lining of canal including cost of all
materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating,
finishing, curing with all other ancillary operations complete.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6369.3 | 6369.3 | 30.6 | False | None | None | False | None | False | 194900.58 | 0 | | 3232842 | 111695 | None | MI014 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 341.835 | False | None | None | False | None | False | 2324269.48065 | 0 | | 3232843 | 111695 | None | MI015 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 527.745 | False | None | None | False | None | False | 3853989.79875 | 0 | | 3232844 | 111695 | None | MI016 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 7.375 | False | None | None | False | None | False | 687970.2375 | 0 | | 3232845 | 111695 | None | MI017 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 145.26 | False | None | None | False | None | False | 194924.394 | 0 | | 3232846 | 111695 | None | MI018 | Dismantling of existing structures like culverts, bridges, retaining walls and
other structure comprising of masonry, cement concrete, wood work, steel work, including T&P
and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable
material and stacking the serviceable material with all lifts and lead.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Cum | 754.95 | 754.95 | 88.0155 | False | None | None | False | None | False | 66447.301725 | 0 | | 3232847 | 111695 | None | MI019 | Providing and laying 300 mm diameter open jointed hume pipes with collars in
rock-toe for drainage including cost of all materials, machinery, labour and all other ancillary
operations complete.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 998.55 | 998.55 | 50.0 | False | None | None | False | None | False | 49927.5 | 0 | | 3232848 | 111695 | None | MI020 | Design, fabrication, supply, erection and commissioning of embedded parts ( with top seal seat ) consisting of sill beam, wheel tracks, seal tracks, guide rails, groove lining
upto top etc., with all accessories for vertical lift roller gate for canal escape / regulator including
cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning,
applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint
etc., complets as per specifications and approved drawings.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Tonne | 198450.0 | 198450.0 | 0.26 | False | None | None | False | None | False | 51597.0 | 0 | | 3232849 | 111695 | None | MI021 | Design, fabrication, supply, erection, testing and commissioning of fixed wheel
type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical
girders, wheels, guide rollers, rubber seals etc., with all accessories for canal escape / regulator
vent including cost of all materials,machinery,labour,cutting, aligning, welding finishing, cleaning,
applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint,
seal fixing and all other ancillary operations complete as per specifications and approved
drawings.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 185325.0 | 185325.0 | 0.04 | False | None | None | False | None | False | 7413.0 | 0 | | 3232850 | 111695 | None | MI022 | Design, fabrication, supply, erection, testing and commissioning of adequate
capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc., with all
accessories for operating canal escape / regulator gate including cost of all materials,
machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, applying two
coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint and
all other ancillary operations complete as per specifications and approved drawings.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 50085.0 | 50085.0 | 0.1 | False | None | None | False | None | False | 5008.5 | 0 | | 3232851 | 111695 | None | MI023 | Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted
on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above
ground, 2 m centre to centre, complete as per approved drawings.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | m | 2073.75 | 2073.75 | 55.2 | False | None | None | False | None | False | 114471.0 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | IMPROVEMENTS TO AVINAMADAGU TANK IN SANDUR TALUK, BALLARI DISTRICT | 46542764.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232852 | 111696 | None | MI001 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of
stumps and including burning or disposing off the materials as directed with all other ancillary
operations complete.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 26.77 | 26.77 | 58623.0 | False | None | None | False | None | False | 1569337.71 | 0 | | 3232853 | 111696 | None | MI002 | De-silting of Feeder Channel/Canal in dry condition by excavating the deposited
bed material and disposing off the same by stacking/ formation of Embankment or as directed
including cost of all machinery,labour & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 98.7 | 98.7 | 250.0 | False | None | None | False | None | False | 24675.0 | 0 | | 3232854 | 111696 | None | MI003 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 12.5 | False | None | None | False | None | False | 5158.125 | 0 | | 3232855 | 111696 | None | MI004 | Providing and constructing 450 mm thick hand packed rough stone revetment
consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c
over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all
materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Sqm | 771.75 | 771.75 | 6000.0 | False | None | None | False | None | False | 4630500.0 | 0 | | 3232856 | 111696 | None | MI005 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 107.1 | 107.1 | 1944.72 | False | None | None | False | None | False | 208279.512 | 0 | | 3232857 | 111696 | None | MI006 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 210.0 | False | None | None | False | None | False | 1337773.5 | 0 | | 3232858 | 111696 | None | MI007 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 1046.25 | False | None | None | False | None | False | 7640502.1875 | 0 | | 3232859 | 111696 | None | MI008 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 990.0 | False | None | None | False | None | False | 6731396.1 | 0 | | 3232860 | 111696 | None | MI009 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 37.28 | False | None | None | False | None | False | 3477631.248 | 0 | | 3232861 | 111696 | None | MI010 | Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm
down approved, clean, hard, graded aggregates for side lining of canal including cost of all
materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position,
levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes,
curing with all other ancillary operations complete.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 8688.75 | 8688.75 | 67.5 | False | None | None | False | None | False | 586490.625 | 0 | | 3232862 | 111696 | None | MI011 | Providing and laying insitu vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for bed lining of canal including cost of all
materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating,
finishing, curing with all other ancillary operations complete.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6369.3 | 6369.3 | 41.25 | False | None | None | False | None | False | 262733.625 | 0 | | 3232863 | 111696 | None | MI012 | Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m
casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm
c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m
above Ground level using steel moulding , curing , transportation to work spot including
excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize
aggregate including aligning to plumb and line providing including cost of all materials,
labour,usage charges of machinery complete.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.( Ref :- As per relevant IS) | Each | 1139.25 | 1139.25 | 456.0 | False | None | None | False | None | False | 519498.0 | 0 | | 3232864 | 111696 | None | MI013 | Supplying at site Angle iron post & strut of required size including bottom to be
split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm
dia. etc. complete.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Kg | 118.65 | 118.65 | 101068.8 | False | None | None | False | None | False | 11991813.12 | 0 | | 3232865 | 111696 | None | MI014 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size
50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required
complete as per the direction of Engineer in-charge. (Made of G.I. wire of dia 4 mm).etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 843.15 | 843.15 | 8640.0 | False | None | None | False | None | False | 7284816.0 | 0 | | 3232866 | 111696 | None | MI015 | Fencing with G.I. barbed wire Angle iron post placed at required distance
embedded in cement concrete blocks, every 15th post, last but one end post and corner post
shall be strutted on both sides and end post on one side only and provided with horizontal lines
and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m
(minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete.
(Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be
made per metre cost of total length of barbed wire used.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | m | 18.9 | 18.9 | 14400.0 | False | None | None | False | None | False | 272160.0 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | IMPROVEMENTS TO GONALU ANJANEYA TANK NEAR BANDRI VILLAGE SANDUR TALUK, BALLARI DISTRICT | 10007277.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232867 | 111697 | None | MI001 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of
stumps and including burning or disposing off the materials as directed with all other ancillary
operations complete. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 26.77 | 26.77 | 8742.0 | False | None | None | False | None | False | 234023.34 | 0 | | 3232868 | 111697 | None | MI002 | De-silting of Feeder Channel/Canal in dry condition by excavating the deposited
bed material and disposing off the same by stacking/ formation of Embankment or as directed
including cost of all machinery,labour & all necessary works as directed and complete as per
specification. etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 98.7 | 98.7 | 2914.0 | False | None | None | False | None | False | 287611.8 | 0 | | 3232869 | 111697 | None | MI003 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 104.0 | False | None | None | False | None | False | 42915.6 | 0 | | 3232870 | 111697 | None | MI004 | Providing new embankment abutting to existing bund to strength the existing
bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each
layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic
tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in
layer, breaking clods, watering & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 476.7 | 476.7 | 3461.21 | False | None | None | False | None | False | 1649958.807 | 0 | | 3232871 | 111697 | None | MI005 | Removing disturbed rough / size stone revetment 300 mm thick with 150 mm
thick 40 mm down aggregate backing and resetting the same using the available stones and
fresh aggregate from quarry including handpacking, wedging, finishing & all necessary works as
directed and complete as per specification.etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS)
| Sqm | 390.6 | 390.6 | 492.61 | False | None | None | False | None | False | 192413.466 | 0 | | 3232872 | 111697 | None | MI006 | Providing and constructing 450 mm thick hand packed rough stone revetment
consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c
over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all
materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Sqm | 771.75 | 771.75 | 1149.42 | False | None | None | False | None | False | 887064.885 | 0 | | 3232873 | 111697 | None | MI007 | Description:Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In all kinds of soils Depth upto 3 m.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 2133.18 | False | None | None | False | None | False | 228463.578 | 0 | | 3232874 | 111697 | None | MI008 | Excavating grip trenches of specified size in all kinds of soil in existing bund for
abutting fresh embankment to strengthen the existing bund including disposing off the
excavated soil in in specified dump area & all necessary works as directed and complete as per
specification.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 262.5 | 262.5 | 139.725 | False | None | None | False | None | False | 36677.8125 | 0 | | 3232875 | 111697 | None | MI009 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 52.73 | False | None | None | False | None | False | 335908.5555 | 0 | | 3232876 | 111697 | None | MI010 | Providing and constructing dry size stone pitching using 200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | Sqm | 407.4 | 407.4 | 3120.0 | False | None | None | False | None | False | 1271088.0 | 0 | | 3232877 | 111697 | None | MI011 | Providing cut-off trench filling using selected approved impervious
soil from borrow areas in layers of 250 to 300 mm (before compaction)
including cost of all materials, machinery, labour, all other operations
such as collection of soil, spreading soil in layer of specified thickness,
sorting out, breaking clods, levelling, sectioning edges / sides, watering,
compacting to density control of not less than 95 percent using power roller and all other
ancillary operations.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 542.85 | 542.85 | 2568.9 | False | None | None | False | None | False | 1394527.365 | 0 | | 3232878 | 111697 | None | MI012 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS | Cum | 6799.39 | 6799.39 | 207.78 | False | None | None | False | None | False | 1412777.2542 | 0 | | 3232879 | 111697 | None | MI013 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in
layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 200.505 | False | None | None | False | None | False | 1464237.88875 | 0 | | 3232880 | 111697 | None | MI014 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Tonne | 93284.1 | 93284.1 | 4.695 | False | None | None | False | None | False | 437968.8495 | 0 | | 3232881 | 111697 | None | MI015 | Providing rubble stone/boulder filling between or behind abutment/below apron
including cost of all materials, labour, hand packing, finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 64.26 | False | None | None | False | None | False | 86230.494 | 0 | | 3232882 | 111697 | None | MI016 | Dismantling of existing structures like culverts, bridges, retaining walls and
other structure comprising of masonry, cement concrete, wood work, steel work, including T&P
and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable
material and stacking the serviceable material with all lifts and lead.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Cum | 754.95 | 754.95 | 60.15 | False | None | None | False | None | False | 45410.2425 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | PROVIDING LIS TO DHAROJI VILLAGE SANDUR TALUK BALLARI DISTRICT | 68257606.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3232883 | 111698 | None | MI001 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 254.1 | 254.1 | 1775.317 | False | None | None | False | None | False | 451108.0497 | 0 | | 3232884 | 111698 | None | MI002 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications,including setting out, shoring,
strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the worketc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 381.15 | 381.15 | 326.6148 | False | None | None | False | None | False | 124489.23102 | 0 | | 3232885 | 111698 | None | MI003 | Earth work excavation for FOUNDATION by Mechanical means depth upto
1.50m, as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, including cost of explosives, dressing of excavated surfaces,
disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in
a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of
Machinery & all other appurtenaces required to complete the work etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) In Hard Rock ( requiring blasting) Depth upto 1.50m | Cum | 581.7 | 581.7 | 305.3997 | False | None | None | False | None | False | 177651.00549 | 0 | | 3232886 | 111698 | None | MI004 | Earth work excavation for pipeline trenches by mechanical means above 600
mm trench width as per drawing and technical specification, including setting out, construction
of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight
rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and
other deleterious matter, dressing of sides and levelling the bottom of trench to the extent
required , utilising the available excavated earth locally for the work and all other appurtenances
to complete in the following strata. etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 1064.7 | 1064.7 | 112.8179 | False | None | None | False | None | False | 120117.21813 | 0 | | 3232887 | 111698 | None | MI005 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 279.3 | 279.3 | 208.0378 | False | None | None | False | None | False | 58104.95754 | 0 | | 3232888 | 111698 | None | MI006 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 135.6427 | False | None | None | False | None | False | 864091.473945 | 0 | | 3232889 | 111698 | None | MI007 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7028.67 | 7028.67 | 80.24 | False | None | None | False | None | False | 563980.4808 | 0 | | 3232890 | 111698 | None | MI008 | Providing and laying in position Reinforced cement concrete for all Sub
structures of building, Irrigation works, Sub structure works of bridges, Drain works & other
parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers,
laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary,
including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant
IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to
complete the work as per technical specifications. (The cost of steel reinforcement & formwork
to be paid separately)-etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( Ref :- As per relevant IS) | Cum | 7787.01 | 7787.01 | 161.9626 | False | None | None | False | None | False | 1261204.385826 | 0 | | 3232891 | 111698 | None | MI009 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 82961.55 | 82961.55 | 42.8266 | False | None | None | False | None | False | 3552961.11723 | 0 | | 3232892 | 111698 | None | MI010 | Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rod with 1.25 m length driven into 38 mm dia hole drilled in bed rock and remaining length embedded in concrete / masonry including cost of all materials, machinery, labour, drilling and cleaning hole,filling hole with thick cement slurry, driving anchor rod etc.,complete with lead upto 50 m and all lifts. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 1312.5 | 1312.5 | 40.0 | False | None | None | False | None | False | 52500.0 | 0 | | 3232893 | 111698 | None | MI011 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery,labour & all necessary works as directed and complete as per specification. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 11.5 | False | None | None | False | None | False | 4069.275 | 0 | | 3232894 | 111698 | None | MI012 | Providing and fixing GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes and all other ancillary operations complete. 50 mm diameter and 300 mm long etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 316.05 | 316.05 | 3.0 | False | None | None | False | None | False | 948.15 | 0 | | 3232895 | 111698 | None | MI013 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dianot less than 5 mm in required colour and shadeetc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 883.05 | 883.05 | 19.0 | False | None | None | False | None | False | 16777.95 | 0 | | 3232896 | 111698 | None | MI014 | Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth, and all other ancillary operations complete. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 71.4 | 71.4 | 5300.0 | False | None | None | False | None | False | 378420.0 | 0 | | 3232897 | 111698 | None | MI015 | Filling clayey soil between two rows of sand bags placed for forming ring bund including tamping, plugging leakage points etc., complete with all lead and lifts. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 506.1 | 506.1 | 50.0 | False | None | None | False | None | False | 25305.0 | 0 | | 3232898 | 111698 | None | MI016 | Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints etc.,complete with all leads and lifts.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 603.75 | 603.75 | 17.0 | False | None | None | False | None | False | 10263.75 | 0 | | 3232899 | 111698 | None | MI017 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) In ordinary/soft rock without blasting Depth 1.5 m to 3 m | Cum | 446.25 | 446.25 | 414.8807 | False | None | None | False | None | False | 185140.512375 | 0 | | 3232900 | 111698 | None | MI018 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 168.0 | 168.0 | 6563.02 | False | None | None | False | None | False | 1102587.36 | 0 | | 3232901 | 111698 | None | MI019 | Providing and laying in position Cement Concrete for all Sub structures of
building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from
0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine
aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well
compacted using needle vibrators, providing weep holes wherever necessary, including all lead &
lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour,
Usage charges of machinery, curing and all other appurtenances required to complete the work
as per technical specifications.-etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (for column ) | Cum | 11309.76 | 11309.76 | 8.1 | False | None | None | False | None | False | 91609.056 | 0 | | 3232902 | 111698 | None | MI020 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.-etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (for BEAM) | Cum | 10644.48 | 10644.48 | 12.33 | False | None | None | False | None | False | 131246.4384 | 0 | | 3232903 | 111698 | None | MI021 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (for Beams & lintels) | Cum | 11496.24 | 11496.24 | 40.344 | False | None | None | False | None | False | 463804.30656 | 0 | | 3232904 | 111698 | None | MI022 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (for slabs) | Cum | 10777.73 | 10777.73 | 47.1587 | False | None | None | False | None | False | 508263.735751 | 0 | | 3232905 | 111698 | None | MI023 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (for columns) | Cum | 12507.5 | 12507.5 | 16.76 | False | None | None | False | None | False | 209625.7 | 0 | | 3232906 | 111698 | None | MI024 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 2764.65 | 2764.65 | 8.7 | False | None | None | False | None | False | 24052.455 | 0 | | 3232907 | 111698 | None | MI025 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Kg | 176.4 | 176.4 | 2867.008 | False | None | None | False | None | False | 505740.2112 | 0 | | 3232908 | 111698 | None | MI026 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 1037.4 | 1037.4 | 75.2 | False | None | None | False | None | False | 78012.48 | 0 | | 3232909 | 111698 | None | MI027 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 8631.0 | 8631.0 | 25.5422 | False | None | None | False | None | False | 220454.7282 | 0 | | 3232910 | 111698 | None | MI028 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 339.15 | 339.15 | 144.83 | False | None | None | False | None | False | 49119.0945 | 0 | | 3232911 | 111698 | None | MI029 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 86.1 | 86.1 | 261.93 | False | None | None | False | None | False | 22552.173 | 0 | | 3232912 | 111698 | None | MI030 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/ stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials,labour, curing complete as per specifications and as per directions of Engineer-in-charge.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 450.45 | 450.45 | 117.1 | False | None | None | False | None | False | 52747.695 | 0 | | 3232913 | 111698 | None | MI032 | Finishing walls with water proofing cement paint of required shade :Old work (one coats applied @ 2.20 kg/10 m²) over priming coat of primer applied @ 0.80 litrs/10 m² complete including cost of Priming coat including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 91.35 | 91.35 | 128.58 | False | None | None | False | None | False | 11745.783 | 0 | | 3232914 | 111698 | None | MI033 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 857.85 | 857.85 | 135.0 | False | None | None | False | None | False | 115809.75 | 0 | | 3232915 | 111698 | None | MI034 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Kg | 144.9 | 144.9 | 90.0531 | False | None | None | False | None | False | 13048.69419 | 0 | | 3232916 | 111698 | None | MI035 | Drilling 50 mm dia. holes vertical or inclined upto 10 degrees to vertical in rock / masonry / concrete by percussion drilling method using waggon drill or any other suitable equipment including cost of all materials, machinery, labour, redrilling through partially set grout wherever required etc., complete.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 374.85 | 374.85 | 36.0 | False | None | None | False | None | False | 13494.6 | 0 | | 3232917 | 111698 | None | MI036 | Consolidation grouting with neat cement grout mix of suitable consistency under specified grout pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour,redrilling if necessary etc., complete with lead upto 1 km and all lifts.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 14065.8 | 14065.8 | 0.35 | False | None | None | False | None | False | 4923.03 | 0 | | 3232918 | 111698 | None | MI037 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 937.65 | 937.65 | 106.0 | False | None | None | False | None | False | 99390.9 | 0 | | 3232919 | 111698 | None | MI038 | Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 1139.25 | 1139.25 | 22.0 | False | None | None | False | None | False | 25063.5 | 0 | | 3232920 | 111698 | None | MI039 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by weldingetc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Kg | 176.4 | 176.4 | 180.476 | False | None | None | False | None | False | 31835.9664 | 0 | | 3232921 | 111698 | None | MI040 | Providing rubble and murum filling in layers of 250 to 300 mm including cost of all materials, machinery, labour, watering,ramming etc.,complete with lead upto 50 m and all lifts. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 1580.25 | 1580.25 | 50.896 | False | None | None | False | None | False | 80428.404 | 0 | | 3232922 | 111698 | None | MI041 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.-etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 5.3 | False | None | None | False | None | False | 35187.495 | 0 | | 3232923 | 111698 | None | MI042 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 206.85 | 206.85 | 35.4 | False | None | None | False | None | False | 7322.49 | 0 | | 3232924 | 111698 | None | MI043 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 5041.05 | 5041.05 | 9.0 | False | None | None | False | None | False | 45369.45 | 0 | | 3232925 | 111698 | None | MI044 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Kg | 111.3 | 111.3 | 2023.34 | False | None | None | False | None | False | 225197.742 | 0 | | 3232926 | 111698 | None | MI045 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 922.95 | 922.95 | 138.0 | False | None | None | False | None | False | 127367.1 | 0 | | 3232927 | 111698 | None | MI046 | Design, fabrication, supply, erection, testing and commissioning of sliding type interchangeable stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, guide shoes, rubber seals etc., with all accessories for canal regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint,seal fixing etc.,complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 169050.0 | 169050.0 | 1.5913 | False | None | None | False | None | False | 269009.265 | 0 | | 3232928 | 111698 | None | MI047 | Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seatss, guide rails, gate groove liners etc., with all accessories for canal escape / regulator stoplog gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all lead and all lifts for including packing / forwarding charges for other materials.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 192360.0 | 192360.0 | 1.0635 | False | None | None | False | None | False | 204574.86 | 0 | | 3232929 | 111698 | None | MI048 | Design, fabrication, supply, erection and commissioning of electrically operated mono-rail hoist assembly consisting of electric motor, rope drum, gear system, wire rope with lifting attachment, festoon cabling with all accessories for operating pump house stop-log gate including cost of all materials ( excluding providing mono-rail hoist supporting structure and mono-rail with fixtures ), machinery, labour, cleaning, greasing and all other ancillary operations complete as per specifications and approved drawings.Note: 1. Hoist capacity = 1.50 x weight of stop-gate.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 67620.0 | 67620.0 | 1.1935 | False | None | None | False | None | False | 80704.47 | 0 | | 3232930 | 111698 | None | MI049 | Design, fabrication, supply, erection and commissioning of structural steel hoist supporting structure consisting of columns, cross beams, bracings, stiffeners, mono-rail with fixtures with all accessories for electrically operated monorail rope drum hoist for operating pump house intake vertical lift gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings.
Note:
1. Columns with bracings / anchors / stiffeners: 150 kg per metre height.
Weight proposed above is for each intake vent
2. Mono rail beam with cross beams : 100 kg per metre length
3. Quantity of structural steel = 97.8 % of computed weight for 1 span. | Tonne | 143010.0 | 143010.0 | 2.08 | False | None | None | False | None | False | 297460.8 | 0 | | 3232931 | 111698 | None | MI050 | Design, fabrication, supply, erection and commissioning of embedded parts consisting of liners for trash rack grooves ( for coarse and fine screenS ) with all accessories for pump house intake structure including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings.
Note:
1. Wt of 1 set of embedded parts in tonnes = 100 to 125 kg / m height
2. Quantity of structural steel = 100.0 % of computed weight for 1 set. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 181545.0 | 181545.0 | 0.6 | False | None | None | False | None | False | 108927.0 | 0 | | 3232932 | 111698 | None | MI051 | Design, fabrication, supply, erection and commissioning of trash racks consisting of a number of panels of suitable height with vertical trash bars welded to structural steel frame at wider interval and provided with weld mesh frame for pump house intake structure including cost of all materials,machinery, labour, cutting, aligning, welding finishing,cleaning, applying one coat of zinc rich epoxy primer and four coats cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings.
Note:
1. Wt of trash rack panels for 1 vent in t = 0.0375 x ( L2 x H x h )0.716
Where ( L ) is length = Clear distance between piers in m + 0.20 m.
( H ) is total height of trash rack panels in m
( h ) is head of water above sill of trash rack in m = FSL - Sill level
2. Quantity of structural steel = 100.0 % of computed weight.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 138390.0 | 138390.0 | 0.5997 | False | None | None | False | None | False | 82992.483 | 0 | | 3232933 | 111698 | None | MI052 | Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make, body and seat ring of bronze, PN 1.6 class conforming to IS: 14845 of specified diameter with all fixtures including cost of all materials, machinery, labour etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 30439.5 | 30439.5 | 1.0 | False | None | None | False | None | False | 30439.5 | 0 | | 3232934 | 111698 | None | MI053 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specificationsetc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 328.0269 | False | None | None | False | None | False | 2230382.823591 | 0 | | 3232935 | 111698 | None | MI054 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 82961.55 | 82961.55 | 14.1847 | False | None | None | False | None | False | 1176784.698285 | 0 | | 3232936 | 111698 | None | MI055 | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded /submerged arc welded mild steel (Fe-410 grade) manifold pipe system of specified diameter and plate thickness with flanged inlets / outlets at specified locations for connecting pump delivery pipes and rising mains and provided with 1 coat of 40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each coat coal tar epoxy paint for inner surface and exposed outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot,lowering, aligning,jointing, arranging water for testing,hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per specifications and approved drawings. (excluding cost of thrust block for anchoring / encasing manifold pipe ).etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)- Manifold Dia 500 mm & thickness 5 mm | m | 13196.09 | 13196.09 | 4.5 | False | None | None | False | None | False | 59382.405 | 0 | | 3232937 | 111698 | None | MI056 | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance weld / submerged arc welded mild steel (Fe-410 grade) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat of 40 micron thick zinc rich epoxy primer painting and 3 coats of 100 micron thick each coat tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer painting and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering, aligning, jointing, hydraulic testing at manufacturing site and after laying and jointing at specified tes pressure etc., complete as per specifications and approved drawings etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) - DP Dia 300 mm & thickness 5 mm | m | 5840.48 | 5840.48 | 24.1 | False | None | None | False | None | False | 140755.568 | 0 | | 3232938 | 111698 | None | MI057 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 275.1 | 275.1 | 4269.976 | False | None | None | False | None | False | 1174670.3976 | 0 | | 3232939 | 111698 | None | MI058 | Earth work excavation for pipeline trenches in all kinds of Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 476.7 | 476.7 | 1769.8126 | False | None | None | False | None | False | 843669.66642 | 0 | | 3232940 | 111698 | None | MI059 | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and
approved drawings. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) For 350mm dia 4mm thick pipe | m | 5144.87 | 5144.87 | 1717.0 | False | None | None | False | None | False | 8833741.79 | 0 | | 3232941 | 111698 | None | MI060 | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and
approved drawings. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) For 300mm dia 4mm thick pipe | m | 4409.89 | 4409.89 | 556.0 | False | None | None | False | None | False | 2451898.84 | 0 | | 3232942 | 111698 | None | MI061 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. Then rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) HDPE Grade PE100-PN6.0,280mm dia | m | 2391.9 | 2391.9 | 55.0 | False | None | None | False | None | False | 131554.5 | 0 | | 3232943 | 111698 | None | MI062 | Providing, laying and jointing HDPE pipes of specified grade and conforming to
IS 4984-2016 with latest ammendments and conveying to work site including loading and
unloading at both destinations and rolling and lowering into trenches, laying true to line and
jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS
with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with
soft gravel or selected earth available from the excation, testing and commissioning. Then rate is
exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged
sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring
water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) HDPE Grade PE100-PN6.0,250mm dia | m | 1941.45 | 1941.45 | 395.35 | False | None | None | False | None | False | 767552.2575 | 0 | | 3232944 | 111698 | None | MI063 | Providing, laying and jointing HDPE pipes of specified grade and conforming to
IS 4984-2016 with latest ammendments and conveying to work site including loading and
unloading at both destinations and rolling and lowering into trenches, laying true to line and
jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS
with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with
soft gravel or selected earth available from the excation, testing and commissioning. Then rate is
exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged
sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring
water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) HDPE Grade PE100-PN6.0,225mm dia | m | 1604.4 | 1604.4 | 1073.15 | False | None | None | False | None | False | 1721761.86 | 0 | | 3232945 | 111698 | None | MI064 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. Then rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) HDPE Grade PE100-PN6.0,160mm dia | m | 862.05 | 862.05 | 1097.1 | False | None | None | False | None | False | 945755.055 | 0 | | 3232946 | 111698 | None | MI065 | Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /
demarcation / chainage/ arrow stones including cost of all materials,labour, engraving marks,
excavating pit, fixing in position, murum filling with all other ancillary operations complete. etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 283.5 | 283.5 | 237.0 | False | None | None | False | None | False | 67189.5 | 0 | | 3232947 | 111698 | None | MI066 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 3073.35 | 3073.35 | 5.0 | False | None | None | False | None | False | 15366.75 | 0 | | 3232948 | 111698 | None | MI067 | Supplying, fixing and commissioning C.I Tamper proof Air valve of approved
make, body and seat ring of bronze, PN 1.6 class conforming to IS: 14845 of specified diameter
with all fixtures including cost of all materials, machinery, labour etc.,complete with all leads and
lifts. etc., complete with all lead and lifts including loading and unloading and as per specifiction
with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 30439.5 | 30439.5 | 9.0 | False | None | None | False | None | False | 273955.5 | 0 | | 3232949 | 111698 | None | MI068 | Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved make bodyand seat ring of bronze PN 1.0 conforming to IS:14846 of specified diameter and to withstand specified pressure with all accessoreis true to line and perfect linkingwith pipes on either side including loading, unloading, lifting and placing in position, cleaning ends, inserting gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing materials, machinery, labour and all other ancillary operations complete.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 12652.5 | 12652.5 | 3.0033 | False | None | None | False | None | False | 37999.25325 | 0 | | 3232950 | 111698 | None | MI069 | Providing and fixing of DI Double flanged wafer type (Concentric) / double
eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft
shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat
face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or
liquid epoxy coating with minimum thicknessof 250 microns applied on both body and disc
inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or
AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of
standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling
of hole in the valves shall match with the pipe flange drilling standard, the valves are to be
suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All
the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For PN
10.0 etc., complete with all lead and lifts including loading and unloading and as per specifiction
with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)-350 mm dia PN 10 | Each | 89994.45 | 89994.45 | 2.0 | False | None | None | False | None | False | 179988.9 | 0 | | 3232951 | 111698 | None | MI070 | Providing and fixing of DI Double flanged wafer type (Concentric) / double
eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft
shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat
face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or
liquid epoxy coating with minimum thicknessof 250 microns applied on both body and disc
inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or
AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of
standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling
of hole in the valves shall match with the pipe flange drilling standard, the valves are to be
suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All
the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For PN
10.0 etc., complete with all lead and lifts including loading and unloading and as per specifiction
with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)-300 mm dia PN 10 | Each | 64111.95 | 64111.95 | 3.0 | False | None | None | False | None | False | 192335.85 | 0 | | 3232952 | 111698 | None | MI071 | Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thicknessof 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For PN 10.0 etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)-250 mm dia PN 10 | Each | 41929.65 | 41929.65 | 4.0 | False | None | None | False | None | False | 167718.6 | 0 | | 3232953 | 111698 | None | MI072 | Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thicknessof 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For PN 10.0 etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)-150 mm dia PN 10 | Each | 22312.5 | 22312.5 | 13.0 | False | None | None | False | None | False | 290062.5 | 0 | | 3232954 | 111698 | None | MI073 | Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing,finishing top surface & all necessary works as directed and complete as per specification.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 119.56 | False | None | None | False | None | False | 160437.564 | 0 | | 3232955 | 111698 | None | MI074 | Providing and constructing dry size stone pitching using200 to 250 mm size stones with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing and all other ancillary operations complete.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 111.36 | False | None | None | False | None | False | 45368.064 | 0 | | 3232956 | 111698 | None | MI075 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6852.38 | 6852.38 | 80.9056 | False | None | None | False | None | False | 554395.915328 | 0 | | 3232957 | 111698 | None | MI076 | Providing impervious filling adjacent to masonry / concrete structure and filling
trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each
layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth
rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil
in layer, breaking clods, watering etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 269.85 | 269.85 | 447.5869 | False | None | None | False | None | False | 120781.324965 | 0 | | 3232958 | 111698 | None | MI077 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cementmortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 3501.75 | 3501.75 | 4.9 | False | None | None | False | None | False | 17158.575 | 0 | | 3232959 | 111698 | None | MI078 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50
m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per
relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using
needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other
appurtenances required to complete the work as per technical specifications. . (The cost of steel
reinforcement, dowel bars & formwork to be paid separately)-etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RCC Roof Slabs) | Cum | 10442.25 | 10442.25 | 0.91 | False | None | None | False | None | False | 9502.4475 | 0 | | 3232960 | 111698 | None | MI079 | Providing and fixing of Single/ Double chamber triple function tamper proof
(Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile
cast iron of grade GGG 40/ 50. All internalparts such as float, shell with appurtenances., all cover
bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and
seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves
should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes
on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of
pressurized air during operation.For PN 10.0 etc. complete etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Each | 30455.25 | 30455.25 | 1.0 | False | None | None | False | None | False | 30455.25 | 0 | | 3232961 | 111698 | None | MI080 | Fixing standard steel glazed doors, windows and ventilators in walls, including
fixing of float glass panes with glazing clips and special metalsash putty of approved make, or
metal beading with screws, (only steelwindows, glass panes cut to size and glazing clips or
metal beading with screws, shall be supplied by department free of cost: Fixing with 15x3 mm
lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3
coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour,
usage charges of machinery complete as per specifications and as per directions of the
Engineer-in-Charge. etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Kg | 46.2 | 46.2 | 69.43 | False | None | None | False | None | False | 3207.666 | 0 | | 3232962 | 111698 | None | MI081 | Providing and fixing M.S. grills of required pattern in frames of windows etc.
with M.S. flats, square or round bars etc. including priming coat with approved steel primer all
complete. Fixed to steel windows by welding etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Kg | 176.4 | 176.4 | 30.0 | False | None | None | False | None | False | 5292.0 | 0 | | 3232963 | 111698 | None | MI082 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse
sand) finished with a floating coat of neat cement to brick masonry including rounding off
corners wherever required smooth rendering, providing and removing scaffolding, including cost
of materials, labour, curing complete as per specifications and as per directions of Engineer-incharge.
etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 339.15 | 339.15 | 43.275 | False | None | None | False | None | False | 14676.71625 | 0 | | 3232964 | 111698 | None | MI083 | Dismantling of Flexible pavements and disposal of dismantled materials and
stacking serviceable and unserviceable materials separately etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 338.1 | 338.1 | 73.5 | False | None | None | False | None | False | 24850.35 | 0 | | 3232965 | 111698 | None | MI084 | Wet Mix Macadam (Plant mix method): Providing, laying, spreading and
compacting graded stone aggregate to wet mix macadam specification including premixing the
Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site,
laying in uniform layers with paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-charge of work. ( Ref :- As per relevant IS) | Cum | 2686.95 | 2686.95 | 63.0 | False | None | None | False | None | False | 169277.85 | 0 | | 3232966 | 111698 | None | MI085 | By Mix in Place Method: Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (i) For Grading -I Material etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 2478.0 | 2478.0 | 33.6 | False | None | None | False | None | False | 83260.8 | 0 | | 3232967 | 111698 | None | MI086 | Bituminous Concrete Grading II for traffic 20 MSA:Providing and laying
Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates
of specified grading, premixed with bituminous binder VG-40, @ 5.4 per cent of mix and filler,
transporting the hot mix to work site, laying with mechanical paver finisher to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the
desired compaction as per MORTH & IRC specification clause No. 507 complete in all respects
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 11995.2 | 11995.2 | 33.6 | False | None | None | False | None | False | 403038.72 | 0 | | 3232968 | 111698 | None | MI087 | Dense Graded Bituminous Macadam Grading - I for traffic 20 MSA: Providing
and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type
using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0
per cent by weight of total mix and filler, transporting the hot mix to work site, laying with
mechanical paver finisher to the required grade, level and alignment, rolling with smooth
wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH
specification clause No. 505 complete in all respects. etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 9298.8 | 9298.8 | 21.0 | False | None | None | False | None | False | 195274.8 | 0 | | 3232969 | 111698 | None | MI088 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungle etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 150.0 | False | None | None | False | None | False | 61897.5 | 0 | | 3232970 | 111698 | None | MI089 | De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery,labour & all necessary works as directed and complete as per specification.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 56.7 | 56.7 | 10500.0 | False | None | None | False | None | False | 595350.0 | 0 | | 3232971 | 111698 | None | MI090 | Providing casing embankment using semi-pervious / pervious approved soil
from borrow areas in layers of 250 to 300 mm (before compaction ) including cost of all
materials, machinery, labour,all other operations such as collection of soil, spreading soil in layer
of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering,
compacting each layer to density control of not less than 95 percent or as stipulated using power
roller and all other ancillary operations complete. etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 660.45 | 660.45 | 6000.0 | False | None | None | False | None | False | 3962700.0 | 0 | | 3232972 | 111698 | None | MI091 | Providing and constructing 450 mm thick hand packed rough stone revetment
consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c
over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all
materials machinery, labour, laying to specified slope, wedging with chips, finishing & all
necessary works as directed and complete as per specification.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Sqm | 771.75 | 771.75 | 3000.0 | False | None | None | False | None | False | 2315250.0 | 0 | | 3232973 | 111698 | None | MI092 | Providing and laying in position Reinforced cement concrete for all Super
structures of building , Road works, Water works, Irrigation works & super structure works of
bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine
aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well
compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality
confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical specifications. (The
cost of steel reinforcement, dowel bars & formwork to be paid separately)-etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions ofEngineer-in-charge of work. ( Ref :- As per relevant IS) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7544.4 | 7544.4 | 30.0 | False | None | None | False | None | False | 226332.0 | 0 | | 3232974 | 111698 | None | MI093 | Design, manufacture, supply, erection, trail running, performance testing and commissioning of vertical turbine pump of approved make conforming to IS: 1710 having specified pump output under specified operating head coupled to HT motor of adequate HP rating operating at 6.6 KV with flexible coupling, self water lubricated thrust bearings, discharge Tee with flanged end for connecting delivary pipe with all other standard accessories and safety devices and all other ancillary operations complete as per specifications, terms and conditions of contract.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | HP | 16464.0 | 16464.0 | 400.0 | False | None | None | False | None | False | 6585600.0 | 0 | | 3232975 | 111698 | None | MI094 | Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)-300mm dia | Each | 64111.95 | 64111.95 | 2.0 | False | None | None | False | None | False | 128223.9 | 0 | | 3232976 | 111698 | None | MI095 | Design, fabrication, supply, assembling, testing and commissioning of HT pump panel board made of sheet metal duly painted with recess for cable entries at bottom suitable for 6.6 KV equipped with vacum circuit breaker of suitable capacity for 1 number incoming 1600A and 2 numbers 630A outgoing of suitable capacity with aluminium bus bars of 1600 Amp metering panel, protection relays and all other accessories complete with wiring as per specifications and approved drawings.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 2626008.0 | 2626008.0 | 1.0 | False | None | None | False | None | False | 2626008.0 | 0 | | 3232977 | 111698 | None | MI096 | Providing and fixing of ductile iron double flanged swing check valves with slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear resistant seat faces with nickel overlay micro - finished/ Integral seat with body and disc in Ductile Iron in GGG 40/50 shaft of stainless steel and bearings of zinc free bronze and surface protection with epoxy liquid of GSK quality etc complete For PN 10.0
300 mm diameter check valve with accessories
complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 128452.8 | 128452.8 | 2.0 | False | None | None | False | None | False | 256905.6 | 0 | | 3232978 | 111698 | None | MI097 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - D.I. PN 16.0 Dismantling Joints etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
300 mm diameter | Each | 15958.95 | 15958.95 | 2.0 | False | None | None | False | None | False | 31917.9 | 0 | | 3232979 | 111698 | None | MI098 | Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of double girder box type construction, rail mounted end carraiges with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories in
pump house including cost of all materials,machinery, labour,cutting, aligning,welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne Capacity | 222705.0 | 222705.0 | 3.0 | False | None | None | False | None | False | 668115.0 | 0 | | 3232980 | 111698 | None | MI099 | Supplying, installing and commissioning electrode actuated water level transmitter of approved make with all accessoreis to protect against dry running of pump.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 203742.0 | 203742.0 | 1.0 | False | None | None | False | None | False | 203742.0 | 0 | | 3232981 | 111698 | None | MI100 | Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14845 of specified diameter with all fixturesincluding cost of all materials, machinery, labour and all other anicillary operations complete . etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)-80mm dia valve | Set | 28833.0 | 28833.0 | 1.0 | False | None | None | False | None | False | 28833.0 | 0 | | 3232982 | 111698 | None | MI101 | Grounding Material,Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Nos. | 2280.6 | 2280.6 | 10.0 | False | None | None | False | None | False | 22806.0 | 0 | | 3232983 | 111698 | None | MI102 | Bentonite clay slurry for earthing in 50 Kg Bag etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Nos | 386.4 | 386.4 | 40.0 | False | None | None | False | None | False | 15456.0 | 0 | | 3232984 | 111698 | None | MI103 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic
grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation
sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS)
1). 4 Core 2.5 Sq.mm Cables | m | 148.0 | 148.0 | 75.0 | False | None | None | False | None | False | 11100.0 | 0 | | 3232985 | 111698 | None | MI104 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic
grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation
sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS)
2). 4 Core 6 Sq.mm Cables | m | 328.0 | 328.0 | 75.0 | False | None | None | False | None | False | 24600.0 | 0 | | 3232986 | 111698 | None | MI105 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic
grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation
sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS)
3). 2 Core 6 Sq.mm Cables | m | 196.0 | 196.0 | 75.0 | False | None | None | False | None | False | 14700.0 | 0 | | 3232987 | 111698 | None | MI106 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic
grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation
sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS)
4). 2 Core 2.5 Sq.mm Cables | m | 82.0 | 82.0 | 75.0 | False | None | None | False | None | False | 6150.0 | 0 | | 3232988 | 111698 | None | MI107 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic
grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation
sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS)
5). 4 Core 4 Sq.mm Cables | m | 225.0 | 225.0 | 75.0 | False | None | None | False | None | False | 16875.0 | 0 | | 3232989 | 111698 | None | MI108 | Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved
make bodyand seat ring of bronze PN 1.0 conforming to IS: 14846 of specified diameter and to
withstand specified pressure with all accessoreis true to line and perfect linkingwith pipes on
either side including loading, unloading, lifting and placing in position, cleaning ends, inserting
gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing
materials, machinery, labour and all other ancillary operations complete. etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS)
100mm dia valve For Sluice Valves of 100mm dia. PN10 | No | 12652.5 | 12652.5 | 1.0 | False | None | None | False | None | False | 12652.5 | 0 | | 3232990 | 111698 | None | MI109 | Concealed Conduit System
Supplying heavy gauge PVC conduit pipe 25mm dia 2mm thick confirming to IS 2509 with
suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before
concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires
and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures,
run with 18SWG GI fish wire wherever necessary. etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | m | 81.9 | 81.9 | 100.0 | False | None | None | False | None | False | 8190.0 | 0 | | 3232991 | 111698 | None | MI110 | Supplying heavy gauge PVC Conduit Pipe 25mm Dia 2mm thick with suitable
size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by
bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish
wire run throughout the conduit wherever necessary.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | m | 82.95 | 82.95 | 100.0 | False | None | None | False | None | False | 8295.0 | 0 | | 3232992 | 111698 | None | MI111 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic
grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation
sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 2C X 1.5Sq.mm.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 55.65 | 55.65 | 200.0 | False | None | None | False | None | False | 11130.0 | 0 | | 3232993 | 111698 | None | MI112 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic
grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation
sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 4C X 1.5Sq.mm.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 98.7 | 98.7 | 200.0 | False | None | None | False | None | False | 19740.0 | 0 | | 3232994 | 111698 | None | MI113 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop
system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0
sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest
amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic
sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a
wood/PVC round block. complete for each outlet.
Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch.etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each Point | 413.7 | 413.7 | 6.0 | False | None | None | False | None | False | 2482.2 | 0 | | 3232995 | 111698 | None | MI114 | Supplying and fixing miniature circuit breakers on existing MCB distribution
boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3
with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC
60898. 6-32 Amps DP. etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 775.95 | 775.95 | 6.0 | False | None | None | False | None | False | 4655.7 | 0 | | 3232996 | 111698 | None | MI115 | Supplying and fixing miniature circuit breakers on existing MCB distribution
boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3
with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC
60898. 50-63Amps TPN.etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 3242.4 | 3242.4 | 6.0 | False | None | None | False | None | False | 19454.4 | 0 | | 3232997 | 111698 | None | MI116 | Supplying and fixing regular MCB distribution boards on wall / wood board /
flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type
capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of
14 SWG MS enclosure. III - Double Door 4Way TP &N.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Each | 4239.9 | 4239.9 | 6.0 | False | None | None | False | None | False | 25439.4 | 0 | | 3232998 | 111698 | None | MI117 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to
operate on 230V 50Hz, AC Supply complete. 12" Sweep (300mm).etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Each | 3117.45 | 3117.45 | 4.0 | False | None | None | False | None | False | 12469.8 | 0 | | 3232999 | 111698 | None | MI118 | Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 742.35 | 742.35 | 4.0 | False | None | None | False | None | False | 2969.4 | 0 | | 3233000 | 111698 | None | MI119 | Supply of round/square recess/surface mounted rolling type LED Down light with 10-12W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 10-12W.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 929.25 | 929.25 | 4.0 | False | None | None | False | None | False | 3717.0 | 0 | | 3233001 | 111698 | None | MI120 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality
diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input:
220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any
manufacturing defect working under standard electrical condition. etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS)
LED light fitting 1 x 4' - 20/22 W | Each | 690.0 | 690.0 | 2.0 | False | None | None | False | None | False | 1380.0 | 0 | | 3233002 | 111698 | None | MI121 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality
diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input:
220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any
manufacturing defect working under standard electrical condition. etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS)
LED light fitting 1 x 4' - 36/40 W | Each | 1269.0 | 1269.0 | 2.0 | False | None | None | False | None | False | 2538.0 | 0 | | 3233003 | 111698 | None | MI122 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on
existing switch board. Electronic stepped regulator. etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Each | 228.9 | 228.9 | 6.0 | False | None | None | False | None | False | 1373.4 | 0 | | 3233004 | 111698 | None | MI123 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 56" Sweep (1400mm) Regular model.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 3182.55 | 3182.55 | 4.0 | False | None | None | False | None | False | 12730.2 | 0 | | 3233005 | 111698 | None | MI124 | Fixing a ceiling / wall mounting fan of all capacities and all types, with
necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of
approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of
approved quality, mounted on a suitable size wooden board and wired.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Each | 330.75 | 330.75 | 2.0 | False | None | None | False | None | False | 661.5 | 0 | | 3233006 | 111698 | None | MI125 | Supplying and Fixing 32mm dia class A GI pipe bracket up to 2.7 meters long
terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for
fixing LED street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable
clamps, bolts, nuts and wiring using suitable capacity wires.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Each | 1359.75 | 1359.75 | 6.0 | False | None | None | False | None | False | 8158.5 | 0 | | 3233007 | 111698 | None | MI126 | Fabricating supplying and mounting MS box made out 18SWG suitable for
floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with
hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps
with necessary cable entry pipe with gland and box should be finished with 7tanks treatment
with powder coated paint and finally finished with approved colour etc., complete.18 SWG. etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sq CM | 0.4 | 0.4 | 20000.0 | False | None | None | False | None | False | 8000.0 | 0 | | 3233008 | 111698 | None | mi127 | Supplying 4mm thick plastic sheet with necessary nitchesfor fixing switches,
regulators etc., and fixing on existing wooden or metal box using N.F. screws. etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sq CM | 0.43 | 0.43 | 15000.0 | False | None | None | False | None | False | 6450.0 | 0 | | 3233009 | 111698 | None | MI128 | Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3854. 6Amps 3/5 Way. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 154.35 | 154.35 | 10.0 | False | None | None | False | None | False | 1543.5 | 0 | | 3233010 | 111698 | None | MI129 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing
body for optimal thermal dissipation.Lamp compartment comprising of antiglare clear diffuse
rwith Injection moulded polycarbonate material,delivering superior light output Rated life Burning
Hrs 50000hr@Lumen Maintenance of 70%,maximum light intensity should be between 60
degrees to 70degrees.CCT5500K,IP66 optical and electrical compartment &impact resistance of
complete luminaireIK08.PowerFactor0.9withmains,Surge Protection Min 5KV along with Over
voltage/Overload, short circuit/miss wiring protection.Compatible fo pole mounting with outer
dia of 40mm to 50mm.Universal Voltaged riverto operate wide voltage range from100V to
270V50/60 Hzapplication.CompliancetoIS10322/IEC60598,LM79&LM 80 Adherence with RoHS.
UL approved MCPCB. Top access street light with single screw to ensure ease o fmaintenance at
the sight site location with minimized minimal tools.LED Light fixture with.W System Power
consumption.LED Efficiency1301m/w,nominalCRI75.Luminaire manufacturer should have in
house facility accredited by NABL/CPRI&any Government certified agency & Design&
Development facility certified by ISO9001:2008.Housing with supplier wordmark/name shal be
Engraved/Embossing on thediecasthousing/Bodypart.Warranty of 2 Years againstany
manufacturing defect working understandard electrical condition as mentioned above should be
given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source.etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 4225.2 | 4225.2 | 5.0 | False | None | None | False | None | False | 21126.0 | 0 | | 3233011 | 111698 | None | MI130 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC
extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring
strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975. 3.5 core 25
sqmm. etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 146.53 | 146.53 | 100.0 | False | None | None | False | None | False | 14653.0 | 0 | | 3233012 | 111698 | None | MI131 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977
For 100/300 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 25966.1 | 25966.1 | 2.0 | False | None | None | False | None | False | 51932.2 | 0 | | 3233013 | 111698 | None | MI132 | 9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND
DISCONNECTOR etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Nos | 779.66 | 779.66 | 3.0 | False | None | None | False | None | False | 2338.98 | 0 | | 3233014 | 111698 | None | MI133 | 11 kV, 400 Amps Double Break GOS (Dwg No. BESCOM/GM/QS&S/22 Dtd
24.11.2018).etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 18016.95 | 18016.95 | 2.0 | False | None | None | False | None | False | 36033.9 | 0 | | 3233015 | 111698 | None | MI134 | H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure
for providing New GOS for sectionalisation) - MS.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Set | 3671.19 | 3671.19 | 2.0 | False | None | None | False | None | False | 7342.38 | 0 | | 3233016 | 111698 | None | MI135 | DOLO CUTOUT
11 kV, DOLO Cutout Conventional to Erstwhile KEB Specification .etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | 3 Nos | 4978.81 | 4978.81 | 1.0 | False | None | None | False | None | False | 4978.81 | 0 | | 3233017 | 111698 | None | MI136 | 11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with
3 CT & 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of
Meters for 3 Phase 4 Wire Metering without Load Break Switch (HT Metering Box Fabricated out
of 3 mm MS Sheet duly epoxy powder coated) as per revised Specification .etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Nos | 206332.2 | 206332.2 | 1.0 | False | None | None | False | None | False | 206332.2 | 0 | | 3233018 | 111698 | None | MI137 | Prefabricated Platform for erection of 250 kVA Transformer on 11 Mtr Spun Pole Structure involving Rectangular hollow Sections 96x48x4.87 Thk and 66x3x4.5 Thk, Circular hollow section of 165.6 OD x 10 Thk , MS Stiffner plate 12 mm Thk, MS plate Base Plate 16 mm Thk, J Blots 12 mm dia, Gusset Plates, Clamps,15 mm rods 2.5 Mtr length as per drawing details. Tor Steel Rods cut of Dia 8 mm,10 mm,12 mm,16 mm and 20 mm bent as per drawing & tied inclusive of labour for Reinforced foundation(Dwg No. BESCOM/GM/QS&S/70 Dtd 24.11.2018) etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Per Structure | 45015.25 | 45015.25 | 1.0 | False | None | None | False | None | False | 45015.25 | 0 | | 3233019 | 111698 | None | MI138 | 95 Sqmm, (54 GI Wires - 2.5 mm Dia))
1.DP to metering cubicle
2.Metering cubicle to panel
3.Panel to transformer.etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Km | 753953.39 | 753953.39 | 0.05 | False | None | None | False | None | False | 37697.6695 | 0 | | 3233020 | 111698 | None | MI139 | 11 kV, Jointing & Cable Termination Kit as per IS-13573
Heat Shrinkable Indoor Type Cable Termination Kit for XLPE Cable 3x95 Sqmm.etc., complete
with all lead and lifts including loading and unloading and as per specifiction with the directions
of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 8683.05 | 8683.05 | 14.0 | False | None | None | False | None | False | 121562.7 | 0 | | 3233021 | 111698 | None | MI140 | Aluminium End Terminal (Lug) 120 Sqmm .etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | No | 16.95 | 16.95 | 18.0 | False | None | None | False | None | False | 305.1 | 0 | | 3233022 | 111698 | None | MI141 | Compact RMU (VCB/SF6 Type)with Copper Busbar, 350 MVA, 630 Amps as per
IEC 62271/IS-3427. 3 Way RMU, 2 OD + 1 VL (One Incomer + One Breaker + One Outgoing).etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Unit | 465720.34 | 465720.34 | 3.0 | False | None | None | False | None | False | 1397161.02 | 0 | | 3233023 | 111698 | None | MI142 | POWER TRANSFORMER : POWER TRANSFORMER : 630 kVA, 11 kV/433 V, 3 phase Delta Star, Dyn11 : Supply of Auxiliary Transformer with copper windings & oil, cable termination type on both HT & LT outdoor type with off load tap changer in steps of 2.5 % .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 1022905.08 | 1022905.08 | 2.0 | False | None | None | False | None | False | 2045810.16 | 0 | | 3233024 | 111698 | None | MI143 | Providing 25 mm dia MS rod 1.05m long earth mat spike including heating ,
bending top 50 mm over lap flattening and making spike edge at one end driving into the earth
below the ground level and welding the rod with ground mat flat.
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 231.36 | 231.36 | 100.0 | False | None | None | False | None | False | 23136.0 | 0 | | 3233025 | 111698 | None | MI144 | Grounding of equipment with 50 x 6 mm G.I. Flat and connecting equipment to
the earthmat/ground pit. Each point of earthing with all formation works like bending, twisting,
drilling of holes and connecting by welding (inclusive of all T&P and consumables) to the
earthmat/ground pit/point of earth connection, all the materials supplied by the contractor
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Rmtr | 283.9 | 283.9 | 40.0 | False | None | None | False | None | False | 11356.0 | 0 | | 3233026 | 111698 | None | MI145 | Cast iron pipe elecrodes
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 7427.97 | 7427.97 | 10.0 | False | None | None | False | None | False | 74279.7 | 0 | | 3233027 | 111698 | None | MI146 | Spreading of Jelly
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 1502.54 | 1502.54 | 10.0 | False | None | None | False | None | False | 15025.4 | 0 | | 3233028 | 111698 | None | MI147 | Foam type extinguisher etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 3489.83 | 3489.83 | 2.0 | False | None | None | False | None | False | 6979.66 | 0 | | 3233029 | 111698 | None | MI148 | Water Type (Gas Pressure Type) 9.0 Liters capacity.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 2121.19 | 2121.19 | 2.0 | False | None | None | False | None | False | 4242.38 | 0 | | 3233030 | 111698 | None | MI149 | Carbon Dioxide Type
i.4.5 Kg capacity .etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 7365.25 | 7365.25 | 2.0 | False | None | None | False | None | False | 14730.5 | 0 | | 3233031 | 111698 | None | MI150 | Sand Type
i.G.I.Bucket 9 Ltr.capacity .etc., complete with all lead and lifts including loading and unloading
and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant
IS) | No | 511.02 | 511.02 | 4.0 | False | None | None | False | None | False | 2044.08 | 0 | | 3233032 | 111698 | None | MI151 | ii.Steel Stands .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 2001.69 | 2001.69 | 2.0 | False | None | None | False | None | False | 4003.38 | 0 | | 3233033 | 111698 | None | MI152 | Station Yard Lightning
RCC Pole 9 mtr Long, 145 Kg WL.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | No | 5996.61 | 5996.61 | 4.0 | False | None | None | False | None | False | 23986.44 | 0 | | 3233034 | 111698 | None | MI153 | Supplying and laying of 1.1KV, 2Cx6 Sqmm Alluminium cable for yard lights.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Rmtr | 53.73 | 53.73 | 40.0 | False | None | None | False | None | False | 2149.2 | 0 | | 3233035 | 111698 | None | MI154 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
LED light fitting 1 x 4' - 36/40 W | No | 1075.42 | 1075.42 | 3.0 | False | None | None | False | None | False | 3226.26 | 0 | | 3233036 | 111698 | None | MI155 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
A).Ring spanner set (Page-53 Vol-6 it No-35.3) | Set | 745.76 | 745.76 | 1.0 | False | None | None | False | None | False | 745.76 | 0 | | 3233037 | 111698 | None | MI156 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
B).Pipe wrench 24 inches size | No | 1059.32 | 1059.32 | 1.0 | False | None | None | False | None | False | 1059.32 | 0 | | 3233038 | 111698 | None | MI157 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
C).Pipe wrench 18 inches size | No | 586.44 | 586.44 | 1.0 | False | None | None | False | None | False | 586.44 | 0 | | 3233039 | 111698 | None | MI158 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
D).Double end spanner- 12 nos. per set | No | 702.54 | 702.54 | 1.0 | False | None | None | False | None | False | 702.54 | 0 | | 3233040 | 111698 | None | MI159 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
E).Hack saw frame B185 | Nos | 307.63 | 307.63 | 1.0 | False | None | None | False | None | False | 307.63 | 0 | | 3233041 | 111698 | None | MI160 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
F).Rubber hand gloves 15 kV tested | Pair | 248.31 | 248.31 | 1.0 | False | None | None | False | None | False | 248.31 | 0 | | 3233042 | 111698 | None | MI161 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
G).Rechargeable 5 W LED Hand Torch | No | 1083.9 | 1083.9 | 1.0 | False | None | None | False | None | False | 1083.9 | 0 | | 3233043 | 111698 | None | MI162 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
H).Insulated cutting plier 12 inch size | No | 333.05 | 333.05 | 1.0 | False | None | None | False | None | False | 333.05 | 0 | | 3233044 | 111698 | None | MI163 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
I).Insulated cutting plier 8 inch size | No | 200.0 | 200.0 | 1.0 | False | None | None | False | None | False | 200.0 | 0 | | 3233045 | 111698 | None | MI164 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
J).Line live tester AC/ DC 500 V | No | 263.56 | 263.56 | 1.0 | False | None | None | False | None | False | 263.56 | 0 | | 3233046 | 111698 | None | MI165 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
K).screw driver 18 | No | 188.98 | 188.98 | 1.0 | False | None | None | False | None | False | 188.98 | 0 | | 3233047 | 111698 | None | MI166 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
L).screw driver 12 '' | No | 63.56 | 63.56 | 1.0 | False | None | None | False | None | False | 63.56 | 0 | | 3233048 | 111698 | None | MI167 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
M).Hammer 8 lbs | No | 421.19 | 421.19 | 1.0 | False | None | None | False | None | False | 421.19 | 0 | | 3233049 | 111698 | None | MI168 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS)
N).Hammer 2 lbs | No | 211.02 | 211.02 | 1.0 | False | None | None | False | None | False | 211.02 | 0 | | 3233050 | 111698 | None | MI169 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as
per REC Standards.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 5997.0 | 5997.0 | 12.0 | False | None | None | False | None | False | 71964.0 | 0 | | 3233051 | 111698 | None | MI170 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as
per REC Standards.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 3558.0 | 3558.0 | 216.0 | False | None | None | False | None | False | 768528.0 | 0 | | 3233052 | 111698 | None | MI171 | 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/03 Dtd
24.11.2018) RCC Pole - 9 Mtr Long, 145 kg WL
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 745.0 | 745.0 | 12.0 | False | None | None | False | None | False | 8940.0 | 0 | | 3233053 | 111698 | None | MI172 | DP Structure with RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9
Mtr Long, 300Kg WL - MS
(Dwg No. BESCOM/GM/QS&S/35 & 63 Dtd
24.11.2018).etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 5425.0 | 5425.0 | 12.0 | False | None | None | False | None | False | 65100.0 | 0 | | 3233054 | 111698 | None | MI173 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm
dia FRP Rod).etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 174.0 | 174.0 | 684.0 | False | None | None | False | None | False | 119016.0 | 0 | | 3233055 | 111698 | None | MI174 | 11 kV, 45 kN Polymeric Insulator.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | No | 158.0 | 158.0 | 72.0 | False | None | None | False | None | False | 11376.0 | 0 | | 3233056 | 111698 | None | MI175 | Guy Set Complete with No. 15 strain insulator & Concreting materials.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 262.0 | 262.0 | 72.0 | False | None | None | False | None | False | 18864.0 | 0 | | 3233057 | 111698 | None | MI176 | Rabbit ACSR
(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Km | 39181.0 | 39181.0 | 36.54 | False | None | None | False | None | False | 1431673.74 | 0 | | 3233058 | 111698 | None | MI177 | PG Clamps for Rabbit Conductor (Rabbit to Rabbit).etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | No | 86.0 | 86.0 | 72.0 | False | None | None | False | None | False | 6192.0 | 0 | | 3233059 | 111698 | None | MI178 | Spiral Earth Electrode .etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | No | 203.0 | 203.0 | 252.0 | False | None | None | False | None | False | 51156.0 | 0 | | 3233060 | 111698 | None | MI179 | EG Stirrup (MS) with GI wire lacing .etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Set of 2 Nos | 234.0 | 234.0 | 228.0 | False | None | None | False | None | False | 53352.0 | 0 | | 3233061 | 111698 | None | MI180 | Caution/Danger Board .etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-As per relevant IS) | No | 127.0 | 127.0 | 72.0 | False | None | None | False | None | False | 9144.0 | 0 | | 3233062 | 111698 | None | MI181 | Anticlimbing Device GI Barbed wire (12 Mtr/Kg).etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | No | 36.0 | 36.0 | 252.0 | False | None | None | False | None | False | 9072.0 | 0 | | 3233063 | 111698 | None | MI182 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles
as per IS-1977 For 100/300 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg
WL - GI etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 26011.86 | 26011.86 | 1.0 | False | None | None | False | None | False | 26011.86 | 0 | | 3233064 | 111698 | None | MI183 | LIGHTNING ARRESTER
9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 779.66 | 779.66 | 1.0 | False | None | None | False | None | False | 779.66 | 0 | | 3233065 | 111698 | None | MI184 | ISOLATOR
11 kV, 400 Amps Double Break GOS(Dwg No.BESCOM/GM/QS&S/22 Dtd 24.11.2018).etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Set | 18016.95 | 18016.95 | 1.0 | False | None | None | False | None | False | 18016.95 | 0 | | 3233066 | 111698 | None | MI185 | H - Frame Set for fixing 11 kV, 200 Amps Single Break
GOS - (For DP structure for providing New GOS for .etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS)
sectionalisation) - MS | Set | 3671.19 | 3671.19 | 1.0 | False | None | None | False | None | False | 3671.19 | 0 | | 3233067 | 111698 | None | MI186 | 11KV Switch gear:
Compact RMU (VCB/SF6 Type) with Copper
Busbar, 350 MVA, 630 Amps as per IEC62271/IS-3427
3 Way RMU, 2 OD + 1 VL (One Incomer + One Breaker
+ One Outgoing .etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Unit | 465720.34 | 465720.34 | 1.0 | False | None | None | False | None | False | 465720.34 | 0 | | 3233068 | 111698 | None | MI187 | 3 Way RMU, 2OD + 1VL (One Incomer + One Breakers
+ One Outgoing) 630 Amps with Copper Busbar.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Unit | 668007.63 | 668007.63 | 1.0 | False | None | None | False | None | False | 668007.63 | 0 | | 3233069 | 111698 | None | MI188 | Annunciator Panel for the following combinations (Both for MCVCB &
PCVCB).etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 118949.15 | 118949.15 | 1.0 | False | None | None | False | None | False | 118949.15 | 0 | | 3233070 | 111698 | None | MI189 | Copper Control Cables, Power cables & Cable Trays
2 core x 2.5 sq. mm multi-strand copper conductor, FRLS type PVC insulated armoured cable.
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 79.66 | 79.66 | 50.0 | False | None | None | False | None | False | 3983.0 | 0 | | 3233071 | 111698 | None | MI190 | 4 core x 4 sq. mm copper conductor, FRLS type PVC insulated cable. etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 150.0 | 150.0 | 50.0 | False | None | None | False | None | False | 7500.0 | 0 | | 3233072 | 111698 | None | MI191 | 10 core x 2.5 sq. mm copper conetc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS)ductor, FRLS type PVC insulated cable. | m | 265.25 | 265.25 | 50.0 | False | None | None | False | None | False | 13262.5 | 0 | | 3233073 | 111698 | None | MI192 | 19 core x 2.5 sq. mm copper conductor, FRLS type PVCetc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) insulated cable. | m | 444.92 | 444.92 | 50.0 | False | None | None | False | None | False | 22246.0 | 0 | | 3233074 | 111698 | None | MI193 | Perforated GI Trays 300X50mm.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | m | 497.46 | 497.46 | 50.0 | False | None | None | False | None | False | 24873.0 | 0 | | 3233075 | 111698 | None | MI194 | Preparation of Earth Mat: as per standards in size 50x6 mm MS flats , laying
and welding, applying anti-corrosive paint, covering with sodium bentonite clay
i) 50 mm X 6 mm MS flats etc., complete with all lead and lifts including loading and unloading
and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant
IS) | m | 342.37 | 342.37 | 50.0 | False | None | None | False | None | False | 17118.5 | 0 | | 3233076 | 111698 | None | MI195 | Grounding of towers including cost of 40 mm dia 2.5 mm thick, class 'C' G.I.
Pipe of 3 metres length as per specification with 50 X 6 mm GI Flats 3 metre long, salt, charcoal,
including excavation charges.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 4427.12 | 4427.12 | 4.0 | False | None | None | False | None | False | 17708.48 | 0 | | 3233077 | 111698 | None | MI196 | Grounding of equipment by providing cast iron pipe of 100 mm ID 13 mm
thickness, 2.75 metre long with 2 part clamp out of G.I. Flat 50 X 6 mm continuously welded
alround the pipe using cast iron welding electrodes as per drawing including the cost of
excavation (All materials to be supplied by the contractor).etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Set | 10840.68 | 10840.68 | 4.0 | False | None | None | False | None | False | 43362.72 | 0 | | 3233078 | 111698 | None | MI197 | Substation Structures:
RCC Pole - 9 Mtr Long, 145 Kg WL. etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 5996.61 | 5996.61 | 2.0 | False | None | None | False | None | False | 11993.22 | 0 | | 3233079 | 111698 | None | MI198 | Cross arms, clamps etc.,etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-As per relevant IS) | No | 315.25 | 315.25 | 80.0 | False | None | None | False | None | False | 25220.0 | 0 | | 3233080 | 111698 | None | MI199 | Supply of galvanised bolts and nuts.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | No | 412.71 | 412.71 | 40.0 | False | None | None | False | None | False | 16508.4 | 0 | | 3233081 | 111698 | None | MI200 | Clamps & Connectors :
C - Type Wedge connectors suitable for Rabbit conductor .etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | No | 138.14 | 138.14 | 10.0 | False | None | None | False | None | False | 1381.4 | 0 | | 3233082 | 111698 | None | MI201 | 70KN Disc insulators.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 438.98 | 438.98 | 10.0 | False | None | None | False | None | False | 4389.8 | 0 | | 3233083 | 111698 | None | MI202 | OPERATION AND MAINTENANCE
ANNUAL MAINTENANCE OF DAROJI LIS CHARGES - Annual Maintenance of LIS which includes
Maintenance of pumping Machinery, oiling and lubricating of machinery, renewal and
replacement of pumping Machinery and electrical parts and all other components and providing
human resources like pump operator, helpers watch men necessary for the successful operation of the scheme as directed by engineer incharge
For 1ST YEAR | Per Year | 984276.0 | 984276.0 | 1.0 | False | None | None | False | None | False | 984276.0 | 0 | | 3233084 | 111698 | None | MI203 | OPERATION ANDMAINTENANCE
ANNUAL MAINTENANCE OF DAROJI LIS CHARGES - Annual Maintenance of LIS which includes
Maintenance of pumping Machinery, oiling and lubricating of machinery, renewal and
replacement of pumping Machinery and electrical parts and all other components and providing
human resources like pump operator, helpers watch men necessary for the successful operation of the scheme as directed by engineer incharge.
Excavation and removal of silt and silt mixed with sand from canal bed by manual means
including disposing of same in spoil bank or on the canal embankment in layers as directed with
all other ancillary operation complete in dry condition and as directed by engineer incharge.
For 2nd YEAR | Per Year | 1021682.25 | 1021682.25 | 1.0 | False | None | None | False | None | False | 1021682.25 | 0 | | 3233085 | 111698 | None | MI204 | OPERATION AND MAINTENANCE
ANNUAL MAINTENANCE OF DAROJI LIS CHARGES - Annual Maintenance of LIS which includes
Maintenance of pumping Machinery, oiling and lubricating of machinery, renewal and
replacement of pumping Machinery and electrical parts and all other components and providing
human resources like pump operator, helpers watch men necessary for the successful operation
of the scheme as directed by engineer incharge.
Excavation and removal of silt and silt mixed with sand from canal bed by manual means
including disposing of same in spoil bank or on the canal embankment in layers as directed with
all other ancillary operation complete in dry condition and as directed by engineer incharge.
FOR 3RD YEAR | Per Year | 1021682.25 | 1021682.25 | 1.0 | False | None | None | False | None | False | 1021682.25 | 0 | | 3233086 | 111698 | None | MI205 | OPERATION AND MAINTENANCE
ANNUAL MAINTENANCE OF DAROJI LIS CHARGES - Annual Maintenance of LIS which includes
Maintenance of pumping Machinery, oiling and lubricating of machinery, renewal and
replacement of pumping Machinery and electrical parts and all other components and providing
human resources like pump operator, helpers watch men necessary for the successful operation
of the scheme as directed by engineer incharge.
Excavation and removal of silt and silt mixed with sand from canal bed by manual means
including disposing of same in spoil bank or on the canal embankment in layers as directed with
all other ancillary operation complete in dry condition and as directed by engineer incharge.
FOR 4TH YEAR | Per Year | 1021682.25 | 1021682.25 | 1.0 | False | None | None | False | None | False | 1021682.25 | 0 | | 3233087 | 111698 | None | MI206 | OPERATION AND MANTENANCE
ANNUAL MAINTENANCE OF DAROJI LIS CHARGES -Annual Maintenance of LIS which includes
Maintenance of pumping Machinery, oiling and lubricating of machinery, renewal and
replacement of pumping Machinery and electrical parts and all other components and providing
human resources like pump operator, helpers watch men necessary for the successful operation
of the scheme as directed by engineer incharge.
Excavation and removal of silt and silt mixed with sand from canal bed by manual means
including disposing of same in spoil bank or on the canal embankment in layers as directed with
all other ancillary operation complete in dry condition and as directed by engineer incharge.
For 5th YEAR | Per Year | 1021682.25 | 1021682.25 | 1.0 | False | None | None | False | None | False | 1021682.25 | 0 | | 3233088 | 111698 | None | MI207 | Cable From Transformer to LT Panel
1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Km | 1119314.7 | 1119314.7 | 0.12 | False | None | None | False | None | False | 134317.764 | 0 |
| | 1717589325000 | 0 | None | None | Dam and Allied works | CONSTRUCTION OF LIFT IRRIGATION SCHEME TO S.HULIKUNTA MI TANK IN SANDUR TALUK, BALLARI DISTRICT | 113393419.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3233089 | 111699 | None | MI001 | Earth work excavation by manual means for drains,canals, waste weir,draft,
approach channels, key trenches, foundation of bridges and such simillar works in all kinds of
soils , as per drawing and technical specifications, including setting out, shoring, strutting,
barricading,caution lights, removal of stumps and other deleterious matter,excavated surface
leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the
selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools &
other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 254.1 | 254.1 | 2083.077 | False | None | None | False | None | False | 529309.8657 | 0 | | 3233090 | 111699 | None | MI002 | scription:Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications,including setting out, shoring,
strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work .In ordinary/soft rock without blasting upto 1.5 m depth.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 381.15 | 381.15 | 474.753 | False | None | None | False | None | False | 180952.10595 | 0 | | 3233091 | 111699 | None | MI003 | Earth work excavation for FOUNDATION by Mechanical means depth upto
1.50m, as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, including cost of explosives, dressing of excavated surfaces,
disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in
a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of
Machinery & all other appurtenaces required to complete the work.In Hard Rock ( requiring
blasting) Depth upto 1.50m.etc., complete with all lead and lifts including loading and unloading
and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant
IS) | Cum | 581.7 | 581.7 | 307.936 | False | None | None | False | None | False | 179126.3712 | 0 | | 3233092 | 111699 | None | MI004 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 279.3 | 279.3 | 207.847 | False | None | None | False | None | False | 58051.6671 | 0 | | 3233093 | 111699 | None | MI005 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm
down approved, clean, hard, graded aggregates for plain concrete works including cost of all
materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing,
placing in position, levelling, vibrating, finishing, curing with all other ancillary operations
complete.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6370.35 | 6370.35 | 378.361 | False | None | None | False | None | False | 2410291.99635 | 0 | | 3233094 | 111699 | None | MI006 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 7028.67 | 7028.67 | 31.28 | False | None | None | False | None | False | 219856.7976 | 0 | | 3233095 | 111699 | None | MI007 | Providing and laying in position Reinforced cement concrete for all Sub
structures of building, Irrigation works, Sub structure works of bridges, Drain works & other
parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers,
laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary,
including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant
IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to
complete the work as per technical specifications. (The cost of steel reinforcement & formwork
to be paid separately)M30 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 7787.01 | 7787.01 | 48.428 | False | None | None | False | None | False | 377109.32028 | 0 | | 3233096 | 111699 | None | MI008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including
cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/
welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations
complete as per drawing and technical specification. (etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Tonne | 82961.55 | 82961.55 | 83.545 | False | None | None | False | None | False | 6931022.69475 | 0 | | 3233097 | 111699 | None | MI009 | Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor
rod with 1.25 m length driven into 38 mm dia hole drilled in bed rock and remaining length
embedded in concrete / masonry including cost of all materials, machinery, labour, drilling and
cleaning hole,filling hole with thick cement slurry, driving anchor rod etc.,complete with lead upto
50 m and all lifts. etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 1312.5 | 1312.5 | 40.0 | False | None | None | False | None | False | 52500.0 | 0 | | 3233098 | 111699 | None | MI010 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete /
masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of
cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand
backing at the junction of wall and soil back fill, cost of all materials, machinery,labour & all
necessary works as directed and complete as per specification. etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 353.85 | 353.85 | 11.5 | False | None | None | False | None | False | 4069.275 | 0 | | 3233099 | 111699 | None | MI011 | Providing and fixing GI pressure relief pipe with one end closed by perforated GI
plate and other end provided with alluminium lid hinged to pipe including cost of all materials,
labour, drilling 8 mm dia holes and all other ancillary operations complete. 50 mm diameter and
300 mm long.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 316.05 | 316.05 | 3.0 | False | None | None | False | None | False | 948.15 | 0 | | 3233100 | 111699 | None | MI012 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size
50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required
complete as per the direction of Engineerin-charge. (Made of G.I. wire of dia. 4 mm, PVC coated
to achieve outer dianot less than 5 mm in required colour and shade) etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Sqm | 883.05 | 883.05 | 19.0 | False | None | None | False | None | False | 16777.95 | 0 | | 3233101 | 111699 | None | MI013 | Providing and placing sand bags consisting of empty cement bags filled with 35
to 40 kg locally available sand for forming ring bund including cost of all materials, labour,
plugging joints with selected earth, and all other ancillary operations complete.etc., complete
with all lead and lifts including loading and unloading and as per specifiction with the directions
of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 71.4 | 71.4 | 5300.0 | False | None | None | False | None | False | 378420.0 | 0 | | 3233102 | 111699 | None | MI014 | Filling clayey soil between two rows of sand bags placed for forming ring bund
including tamping, plugging leakage points etc., complete with all lead and lifts. etc., complete
with all lead and lifts including loading and unloading and as per specifiction with the directions
of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 506.1 | 506.1 | 50.0 | False | None | None | False | None | False | 25305.0 | 0 | | 3233103 | 111699 | None | MI015 | Providing and constructing contraction joints by fixing 230 mm wide central
bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side
at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints
etc.,complete with all leads and lifts.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | m | 603.75 | 603.75 | 17.0 | False | None | None | False | None | False | 10263.75 | 0 | | 3233104 | 111699 | None | MI016 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications,including setting out, shoring,
strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work. etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 446.25 | 446.25 | 419.319 | False | None | None | False | None | False | 187121.10375 | 0 | | 3233105 | 111699 | None | MI017 | Refilling available earth around trenches/pipelines, cables in layers not
exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a
lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications.
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 168.0 | 168.0 | 7861.647 | False | None | None | False | None | False | 1320756.696 | 0 | | 3233106 | 111699 | None | MI018 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.M20 Design Mix Using 20 mm
nominal size graded crushed coarse aggregates.Total Qty M-30 of foundation.etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 7028.67 | 7028.67 | 36.96 | False | None | None | False | None | False | 259779.6432 | 0 | | 3233107 | 111699 | None | MI019 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Column footing | Cum | 7028.67 | 7028.67 | 12.0 | False | None | None | False | None | False | 84344.04 | 0 | | 3233108 | 111699 | None | MI020 | Providing and laying in position Reinforced cement concrete for all Sub
structures of building, Irrigation works, Sub structure works of bridges, Drain works & other
parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers,
laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary,
including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant
IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to
complete the work as per technical specifications. (The cost of steel reinforcement & formwork
to be paid separately)-Design Mix Using 20 mm nominal size graded crushed coarse
aggregates.Total Qty M-30 of Sub structure.etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | Cum | 7787.01 | 7787.01 | 113.07 | False | None | None | False | None | False | 880477.2207 | 0 | | 3233109 | 111699 | None | MI021 | Providing and laying in position Cement Concrete for all Sub structures of
building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from
0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine
aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well
compacted using needle vibrators, providing weep holes wherever necessary, including all lead &
lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour,
Usage charges of machinery, curing and all other appurtenances required to complete the work
as per technical specifications.Design Mix Using 20 mm nominal size graded crushed coarse
aggregates.A.COLUMNS.etc., complete with all lead and lifts including loading and unloading
and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant
IS) | Cum | 11309.76 | 11309.76 | 8.1 | False | None | None | False | None | False | 91609.056 | 0 | | 3233110 | 111699 | None | MI022 | B.BEAMS | Cum | 10644.8 | 10644.8 | 12.334 | False | None | None | False | None | False | 131292.9632 | 0 | | 3233111 | 111699 | None | MI023 | Providing and laying in position Reinforced cement concrete for all Super
structures of building , Road works, Water works, Irrigation works & super structure works of
bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine
aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well
compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality
confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical specifications. (The
cost of steel reinforcement, dowel bars & formwork to be paid separately)-M25 Design Mix Using
20 mm nominal size graded crushed coarse aggregates A.BEAMS etc , complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Cum | 11496.24 | 11496.24 | 40.344 | False | None | None | False | None | False | 463804.30656 | 0 | | 3233112 | 111699 | None | MI024 | B.SLABS | Cum | 10777.73 | 10777.73 | 47.1587 | False | None | None | False | None | False | 508263.735751 | 0 | | 3233113 | 111699 | None | MI025 | C.COLUMNS | Cum | 12507.5 | 12507.5 | 17.8 | False | None | None | False | None | False | 222633.5 | 0 | | 3233114 | 111699 | None | MI026 | Supplying and fixing rolling shutters of approved make, made of required size
M.S. laths, interlocked together through their entire length and jointed together at the end by end
locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for
inside and outside locking with push and pull operation complete,including the cost of providing
and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of
adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for
rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials,
labour, usage charges of machinery complete as per specifications and as per directions of the
Engineer-in-Charge.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 2764.65 | 2764.65 | 8.7 | False | None | None | False | None | False | 24052.455 | 0 | | 3233115 | 111699 | None | MI027 | Providing and fixing M.S. grills of required pattern in frames of windows etc.
with M.S. flats, square or round bars etc. including priming coat with approved steel primer all
complete. Fixed to steel windows by welding etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Kg | 176.4 | 176.4 | 3047.484 | False | None | None | False | None | False | 537576.1776 | 0 | | 3233116 | 111699 | None | MI028 | Providing and fixing glazing in aluminium door, window, ventilator shutters and
partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural
drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be
paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²)
including cost of materials, labour, usage charges of machinery complete as per specifications
and as per directions of the Engineer-in-Charge. etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Sqm | 1037.4 | 1037.4 | 75.2 | False | None | None | False | None | False | 78012.48 | 0 | | 3233117 | 111699 | None | MI029 | Providing Brick work with common burnt clay Non Modular bricks of class
designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)
including cost of all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of work.etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 8631.0 | 8631.0 | 13.1057 | False | None | None | False | None | False | 113115.2967 | 0 | | 3233118 | 111699 | None | MI030 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse
sand) finished with a floating coat of neat cement to brick masonry including rounding off
corners wherever required smooth rendering, providing and removing scaffolding, including cost
of materials, labour, curing complete as per specifications and as per directions of Engineer-incharge.
etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 339.15 | 339.15 | 144.83 | False | None | None | False | None | False | 49119.0945 | 0 | | 3233119 | 111699 | None | MI031 | Wall painting with plastic emulsion paint of approved brand and manufacture to
give an even shade: One coats on old work as per specifications and as per directions of
Engineer in charge. etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 86.1 | 86.1 | 239.43 | False | None | None | False | None | False | 20614.923 | 0 | | 3233120 | 111699 | None | MI032 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse
sand) finished with a floating coat of neat cement to brick/ stone masonry including rounding off
corners wherever required smooth rendering, providing and removing scaffolding, including cost
of materials,labour, curing complete as per specifications and as per directions of Engineer-incharge.
etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 450.45 | 450.45 | 94.6 | False | None | None | False | None | False | 42612.57 | 0 | | 3233121 | 111699 | None | MI033 | Finishing walls with water proofing cement paint of required shade :Old work
(one coats applied @ 2.20 kg/10 m²) over priming coat of primer applied @ 0.80 litrs/10 m²
complete including cost of Priming coat including preparing the surface after thoroughly
cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 91.35 | 91.35 | 128.58 | False | None | None | False | None | False | 11745.783 | 0 | | 3233122 | 111699 | None | MI034 | Providing and laying water proofing treatment to the Roof with PU based single
component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken
portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with
elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The
waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film
thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with
120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface
preparation, making coving at Junction, Bore Packing, treatment of construction joints
completely as per specification & with a 10 years warranty on product & work from certified
manufacturers as per the direction of the Engineer In charge. etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 857.85 | 857.85 | 135.0 | False | None | None | False | None | False | 115809.75 | 0 | | 3233123 | 111699 | None | MI035 | Providing and fixing hand rail of approved size by welding etc. to steel ladder
railing, balcony railing, staircase railing and similar works, including applying priming coat of
approved steel primer. M.S. tubes including cost of materials, labour, usage charges of
machinery complete as per specifications and as per directions of the Engineerin-Charge.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Kg | 144.9 | 144.9 | 90.053 | False | None | None | False | None | False | 13048.6797 | 0 | | 3233124 | 111699 | None | MI036 | Drilling 50 mm dia. holes vertical or inclined upto 10 degrees to vertical in rock /
masonry / concrete by percussion drilling method using waggon drill or any other suitable
equipment including cost of all materials, machinery, labour, redrilling through partially set grout
wherever required etc., complete.(etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | m | 374.85 | 374.85 | 36.0 | False | None | None | False | None | False | 13494.6 | 0 | | 3233125 | 111699 | None | MI037 | Consolidation grouting with neat cement grout mix of suitable consistency
under specified grout pressure as directed in drilled holes by stage grouting method including
cost of all materials, machinery, labour,redrilling if necessary etc., complete with lead upto 1 km and all lifts.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 14065.8 | 14065.8 | 0.35 | False | None | None | False | None | False | 4923.03 | 0 | | 3233126 | 111699 | None | MI038 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size
25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts,
bolts and washers as required complete as per the direction of Engineer-in-charge. etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 937.65 | 937.65 | 106.0 | False | None | None | False | None | False | 99390.9 | 0 | | 3233127 | 111699 | None | MI039 | Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m
casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm
c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m
above Ground level using steel moulding , curing , transportation to work spot including
excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize
aggregate including aligning to plumb and line providing including cost of all materials,
labour,usage charges of machinery complete.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Each | 1139.25 | 1139.25 | 22.0 | False | None | None | False | None | False | 25063.5 | 0 | | 3233128 | 111699 | None | MI040 | Providing rubble and murum filling in layers of 250 to 300 mm including cost of
all materials, machinery, labour, watering,ramming etc.,complete with lead upto 50 m and all lifts.
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 1580.25 | 1580.25 | 43.832 | False | None | None | False | None | False | 69265.518 | 0 | | 3233129 | 111699 | None | MI041 | Providing and laying in position Cement Concrete for all Sub structures of
building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from
0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine
aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well
compacted using needle vibrators, providing weep holes wherever necessary, including all lead &
lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour,
Usage charges of machinery, curing and all other appurtenances required to complete the work
as per technical specifications.-etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 6639.15 | 6639.15 | 5.3 | False | None | None | False | None | False | 35187.495 | 0 | | 3233130 | 111699 | None | MI042 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes
conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving
10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 206.85 | 206.85 | 30.0 | False | None | None | False | None | False | 6205.5 | 0 | | 3233131 | 111699 | None | MI043 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron
of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same
angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with
angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and
two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 5041.05 | 5041.05 | 9.0 | False | None | None | False | None | False | 45369.45 | 0 | | 3233132 | 111699 | None | MI044 | Providing and fixing Structural Steel work in single section, fixed with or without
connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer all complete including cost of materials, labour, usage charges of
machinery complete as per specifications and as per directions of the Engineer-in-Charge. etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Kg | 111.3 | 111.3 | 1751.34 | False | None | None | False | None | False | 194924.142 | 0 | | 3233133 | 111699 | None | MI045 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved
surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and
G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved
steel primer and two coats of approved paint on overlapping of sheets complete as per design
drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins,
rafters and trusses and including cutting to size and shape wherever required as per the direction
of Engineer in charge.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sqm | 922.95 | 922.95 | 80.0 | False | None | None | False | None | False | 73836.0 | 0 | | 3233134 | 111699 | None | MI046 | Design, fabrication, supply, erection, testing and commissioning of sliding type
interchangeable stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical
girders, lifting hooks, bronze padded slide blocks, guide shoes, rubber seals etc., with all
accessories for canal regulator vent including cost of all materials, machinery, labour, cutting,
aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats
of cold applied coal tar epoxy paint,seal fixing etc.,complete as per specifications and approved
drawings with all lead and all lifts including packing / forwarding charges for other materials.
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 169050.0 | 169050.0 | 1.5913 | False | None | None | False | None | False | 269009.265 | 0 | | 3233135 | 111699 | None | MI047 | Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seatss, guide rails, gate groove liners etc., with all accessories for canal escape / regulator stoplog gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all lead and all lifts for including packing / forwarding charges for other materials.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. | Tonne | 192360.0 | 192360.0 | 1.0635 | False | None | None | False | None | False | 204574.86 | 0 | | 3233136 | 111699 | None | MI048 | Design, fabrication, supply, erection and commissioning of electrically operated
mono-rail hoist assembly consisting of electric motor, rope drum, gear system, wire rope with
lifting attachment, festoon cabling with all accessories for operating pump house stop-log gate
including cost of all materials ( excluding providing mono-rail hoist supporting structure and
mono-rail with fixtures ), machinery, labour, cleaning, greasing and all other ancillary operations
complete as per specifications and approved drawings.Note: 1. Hoist capacity = 1.50 x weight of
stop-gate.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 67620.0 | 67620.0 | 1.1935 | False | None | None | False | None | False | 80704.47 | 0 | | 3233137 | 111699 | None | MI049 | Design, fabrication, supply, erection and commissioning of structural steel hoist
supporting structure consisting of columns, cross beams, bracings, stiffeners, mono-rail with
fixtures with all accessories for electrically operated monorail rope drum hoist for operating
pump house intake vertical lift gates including cost of all materials, machinery, labour, cutting,
aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide
primer and three coats of synthetic enamel paint and all other ancillary operations complete as
per specifications and approved drawings.
Note:
1. Columns with bracings / anchors / stiffeners: 150 kg per metre height.Weight proposed above is for each intake vent
2. Mono rail beam with cross beams : 100 kg per metre length
3. Quantity of structural steel = 97.8 % of computed weight for 1 span. etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 143010.0 | 143010.0 | 2.08 | False | None | None | False | None | False | 297460.8 | 0 | | 3233138 | 111699 | None | MI050 | Design, fabrication, supply, erection and commissioning of embedded parts
consisting of liners for trash rack grooves ( for coarse and fine screenS ) with all accessories for
pump house intake structure including cost of all materials, machinery, labour, cutting, aligning,
anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats
of cold applied coal tar epoxy paint and all other ancillary operations complete as per
specifications and approved drawings.
Note:
1. Wt of 1 set of embedded parts in tonnes = 100 to 125 kg / m height
2. Quantity of structural steel = 100.0 % of computed weight for 1 set.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Tonne | 181545.0 | 181545.0 | 0.6 | False | None | None | False | None | False | 108927.0 | 0 | | 3233139 | 111699 | None | MI051 | Design, fabrication, supply, erection and commissioning of trash racks
consisting of a number of panels of suitable height with vertical trash bars welded to structural
steel frame at wider interval and provided with weld mesh frame for pump house intake structure
including cost of all materials,machinery, labour, cutting, aligning, welding finishing,cleaning,
applying one coat of zinc rich epoxy primer and four coats cold applied coal tar epoxy paint and
all other ancillary operations complete as per specifications and approved drawings.
Note:
1. Wt of trash rack panels for 1 vent in t = 0.0375 x ( L2 x H x h )0.716
Where ( L ) is length = Clear distance between piers in m + 0.20 m.
( H ) is total height of trash rack panels in m
( h ) is head of water above sill of trash rack in m = FSL - Sill level
2. Quantity of structural steel = 100.0 % of computed weight.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Tonne | 138390.0 | 138390.0 | 0.5997 | False | None | None | False | None | False | 82992.483 | 0 | | 3233140 | 111699 | None | MI052 | Supplying, fixing and commissioning C.I Tamper proof Air valve of approved
make, body and seat ring of bronze, PN 1.6 class conforming to IS: 14845 of specified diameter
with all fixtures including cost of all materials, machinery, labour etc.,complete with all leads and
lifts. etc., complete with all lead and lifts including loading and unloading and as per specifiction
with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 30439.5 | 30439.5 | 10.0 | False | None | None | False | None | False | 304395.0 | 0 | | 3233141 | 111699 | None | MI053 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 6799.39 | 6799.39 | 1572.73 | False | None | None | False | None | False | 10693604.6347 | 0 | | 3233142 | 111699 | None | MI054 | Manufacturing, supplying, laying in position, aligning, jointing, testing and
commissioning of electric resistance welded /submerged arc welded mild steel (Fe-410 grade)
manifold pipe system of specified diameter and plate thickness with flanged inlets / outlets at
specified locations for connecting pump delivery pipes and rising mains and provided with 1 coat
of 40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each coat coal
tar epoxy paint for inner surface and exposed outer surface including cost of all materials,
machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot,lowering,
aligning,jointing, arranging water for testing,hydraulic testing at fabrication site and after laying
and jointing at specified test pressure and all other ancillary operations complete as per
specifications and approved drawings. (excluding cost of thrust block for anchoring / encasing
manifold pipe )Manifold Dia 700 mm & thickness 5 mm.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) Manifold dia 700mm and thickness 5mm | m | 21630.71 | 21630.71 | 4.5 | False | None | None | False | None | False | 97338.195 | 0 | | 3233143 | 111699 | None | MI055 | Manufacturing, supplying, laying in position, aligning, jointing, testing and
commissioning of electric resistance weld / submerged arc welded mild steel (Fe-410 grade)
delivery pipes of specified diameter and plate thickness with flanged ends wherever required and
provided with 1 coat of 40 micron thick zinc rich epoxy primer painting and 3 coats of 100
micron thick each coat tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich
epoxy primer painting and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer
surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing,
painting, conveying to spot, lowering, aligning, jointing, hydraulic testing at manufacturing site
and after laying and jointing at specified tes pressure etc., complete as per specifications and
approved drawings with all leads and liftsetc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) DP Dia 400 mm & thickness 5mm | m | 7787.31 | 7787.31 | 24.1 | False | None | None | False | None | False | 187674.171 | 0 | | 3233144 | 111699 | None | MI056 | Earth work excavation for pipeline trenches in all kinds of Ordinary/soft rock
(without requiring blasting) Depth upto 1.50 m by mechanical means above 600 mm trench
width as per drawing and technical specifications, including setting out, construction of shoring,
strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm
whevere necessary as directed, removal of slumps and other deleterious matter, dressing of
sides and levelling the bottom of trench to the extent required , utilising the available excavated
earth locally for the work and all other appurtenances to complete in the following strata.
Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m.etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 476.7 | 476.7 | 2319.298 | False | None | None | False | None | False | 1105609.3566 | 0 | | 3233145 | 111699 | None | MI057 | Manufacturing, supplying, laying in position, aligning, jointing, testing and
commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade )
raising main pipe of specified diameter and plate thickness provided with flanges / outlets
wherever required for connecting to manifold system /for fixing valves and provided with 2 coat
of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy
for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for
outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed
stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials,
machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to
spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing
site and after laying and jointing at specified test pressure & all necessary works complete as per
specifications and
approved drawings.For 500 mm dia and 5 mm thick pipe etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | m | 9187.27 | 9187.27 | 4242.0 | False | None | None | False | None | False | 38972399.34 | 0 | | 3233146 | 111699 | None | MI058 | Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /
demarcation / chainage/ arrow stones including cost of all materials,labour, engraving marks,
excavating pit, fixing in position, murum filling with all other ancillary operations complete. etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 283.5 | 283.5 | 211.0 | False | None | None | False | None | False | 59818.5 | 0 | | 3233147 | 111699 | None | MI059 | Reinforced cement concrete M15grade kilometre stone of standard design as
per IRC:8-1980, fixing in position including painting and printing etc.For Chainage stone at every
1km interval etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 3073.35 | 3073.35 | 4.0 | False | None | None | False | None | False | 12293.4 | 0 | | 3233148 | 111699 | None | MI060 | Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved
make bodyand seat ring of bronze PN 1.0 conforming to IS:14846 of specified diameter and to
withstand specified pressure with all accessoreis true to line and perfect linkingwith pipes on
either side including loading, unloading, lifting and placing in position, cleaning ends, inserting
gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing
materials, machinery, labour and all other ancillary operations complete. etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 12652.5 | 12652.5 | 3.0 | False | None | None | False | None | False | 37957.5 | 0 | | 3233149 | 111699 | None | MI061 | Providing and fixing of DI Double flanged wafer type (Concentric) / double
eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft
shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat
face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or
liquid epoxy coating with minimum thicknessof 250 microns applied on both body and disc
inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or
AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of
standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling
of hole in the valves shall match with the pipe flange drilling standard, the valves are to be
suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All
the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For PN
10.0. 500 mm dia PN 10.etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 164721.9 | 164721.9 | 1.0 | False | None | None | False | None | False | 164721.9 | 0 | | 3233150 | 111699 | None | MI062 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means above 600 mm trench width as per drawing and technical specifications, including setting
out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails &
boning rods at every 100 mm whevere necessary as directed, removal of stumps and other
deleterious matter, dressing of sides and levelling the bottom of trench to the extent required ,
utilising the available excavated earth locally for the work etc., and all other appurtenances
complete in the following strata.All kinds of soils. Depth upto 1.50 m. etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Cum | 275.1 | 275.1 | 5557.958 | False | None | None | False | None | False | 1528994.2458 | 0 | | 3233151 | 111699 | None | MI063 | Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each
layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth
rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil
in layer, breaking clods, watering etc., complete with all lead and liftsetc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Cum | 269.85 | 269.85 | 293.68 | False | None | None | False | None | False | 79249.548 | 0 | | 3233152 | 111699 | None | MI064 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first
class bedding of granular material in single row including fixing collar with cementmortar 1:2 but
excluding excavation, protection works, backfilling, concrete and masonry works in head walls
and parapets Clause 1101.6.( Page 146 MORD Ref 1101.6 , 750 MM DIA .etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 3501.75 | 3501.75 | 9.8 | False | None | None | False | None | False | 34317.15 | 0 | | 3233153 | 111699 | None | MI065 | Earth work excavation for pipeline trenches by mechanical means above 600
mm trench width as per drawing and technical specification, including setting out, construction
of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight
rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and
other deleterious matter, dressing of sides and levelling the bottom of trench to the extent
required , utilising the available excavated earth locally for the work and all other appurtenances
to complete in the following strata. etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 1064.7 | 1064.7 | 181.094 | False | None | None | False | None | False | 192810.7818 | 0 | | 3233154 | 111699 | None | MI066 | Providing and laying in position Cement Concrete for all Foundation works. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. M25 Design Mix Using 20 mm
nominal size graded crushed coarse aggregates.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Cum | 6852.38 | 6852.38 | 49.922 | False | None | None | False | None | False | 342084.51436 | 0 | | 3233155 | 111699 | None | MI067 | Providing rubble stone/boulder filling between or behind abutment below apron
including cost of all materials, labour, hand packing,finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 322.56 | False | None | None | False | None | False | 432843.264 | 0 | | 3233156 | 111699 | None | MI068 | Providing and constructing dry size stone pitching using200 to 250 mm size
stones with pin headers at 2 per sqm using stones and stone chips from approved source
including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing
and all other ancillary operations complete. 300mm thick.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Sqm | 407.4 | 407.4 | 792.78 | False | None | None | False | None | False | 322978.572 | 0 | | 3233157 | 111699 | None | MI069 | Providing and fixing Structural Steel work in single section, fixed
with or without connecting plate, including cutting, hoisting, fixing in
position and applying a priming coat of approved steel primer all complete
including cost of materials, labour, usage charges of machinery etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Kg | 111.3 | 111.3 | 1088.0 | False | None | None | False | None | False | 121094.4 | 0 | | 3233158 | 111699 | None | MI070 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. By Mechanical Means using Dozer-In area of light jungleetc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | 100 Sqm | 412.65 | 412.65 | 910.0 | False | None | None | False | None | False | 375511.5 | 0 | | 3233159 | 111699 | None | MI071 | Desilting of feeder channel/canal in dry condition by excavating the deposited
bed material and loading the same to transport vehicle (excluding cost of transportation)
including cost of all machinery, labour and all necessary works as directed etc., complete with all
lead and lifts including loading and unloading and as per specifction with the directions of
Engineerin-charge of work. ( Ref :- As per relevant IS) | Cum | 56.7 | 56.7 | 5000.0 | False | None | None | False | None | False | 283500.0 | 0 | | 3233160 | 111699 | None | MI072 | Providing casing embankment using semi-pervious / pervious approved soil
from borrow areas in layers of 250 to 300 mm (before compaction ) including cost of all
materials, machinery, labour,all other operations such as collection of soil, spreading soil in layer
of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering,
compacting each layer to density control of not less than 95 percent or as stipulated using power
roller and all other ancillary operations complete.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 660.45 | 660.45 | 6000.0 | False | None | None | False | None | False | 3962700.0 | 0 | | 3233161 | 111699 | None | MI073 | Providing and constructing 450 mm thick hand packed rough stone revetment
consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c
over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all
materials machinery, labour, laying to specified slope, wedging with chips, finishing & all
necessary works as directed and complete as per specification. etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Sqm | 771.75 | 771.75 | 3000.0 | False | None | None | False | None | False | 2315250.0 | 0 | | 3233162 | 111699 | None | MI074 | Providing and laying in position Reinforced cement concrete for all Super
structures of building , Road works, Water works, Irrigation works & super structure works of
bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine
aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well
compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality
confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical specifications. (The
cost of steel reinforcement, dowel bars & formwork to be paid separately)-M25 Design Mix Using
20 mm nominal size graded crushed coarse aggregates.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 7544.41 | 7544.41 | 180.0 | False | None | None | False | None | False | 1357993.8 | 0 | | 3233163 | 111699 | None | MI075 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth not exceeding
300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the
selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils
upto 300 mm depthIn all kinds of soils upto 300 mm depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 99.75 | 99.75 | 9960.0 | False | None | None | False | None | False | 993510.0 | 0 | | 3233164 | 111699 | None | MI076 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work. In AKS depth upto 3 m depth.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Cum | 107.1 | 107.1 | 2614.43 | False | None | None | False | None | False | 280005.453 | 0 | | 3233165 | 111699 | None | MI077 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50
m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete . In ordinary/soft rock without blasting depth exceeding 1.5m , but not
exceeding 3m.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 446.25 | 446.25 | 835.72 | False | None | None | False | None | False | 372940.05 | 0 | | 3233166 | 111699 | None | MI078 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean,
hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality,
confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,
centering, formwork and scafolding and all other appurtenances required to complete the work
as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice
canal and other allied works like abutments/wing walls/returns/cutoff walls works & all
necessary works as directed and complete as per specification. etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Cum | 7302.75 | 7302.75 | 713.59 | False | None | None | False | None | False | 5211169.3725 | 0 | | 3233167 | 111699 | None | MI079 | Providing casing embankment using approved semi-pervious soil from soil
borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials,
machinery, labour, all other operations such as collection of soil, spreading soil in layer of
specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering,
compacting to density control of not less than 95 percent using power roller etc., complete with
all lead and all lifts. etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 494.55 | 494.55 | 1033.6 | False | None | None | False | None | False | 511166.88 | 0 | | 3233168 | 111699 | None | MI080 | Providing rubble stone/boulder filling between or behind abutment below apron
including cost of all materials, labour, hand packing,finishing top surface & all necessary works
as directed and complete as per specification.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Cum | 1341.9 | 1341.9 | 282.675 | False | None | None | False | None | False | 379321.5825 | 0 | | 3233169 | 111699 | None | MI082 | Providing and fixing board displaying information, such as 'Name of work,
Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular
shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with
one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols etc. with approved colour shade
paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65
mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75
cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed
by Engineer in Charge & MoRTH specification 804.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3233170 | 111699 | None | MI083 | Design, manufacture, supply, erection, trail running, performance testing and
commissioning of vertical turbine pump of approved make conforming to IS: 1710 having
specified pump output under specified operating head coupled to HT motor of adequate HP
rating operating at 6.6 KV with flexible coupling, self water lubricated thrust bearings, discharge
Tee with flanged end for connecting delivary pipe with all other standard accessories and safety
devices and all other ancillary operations complete as per specifications, terms and conditions
of contract.
Duty point head=40 Mtrs
Duty point discharge=0.253 Cumecs
Motor rating 149 KW (200 HP) x 2 ( 1 Working +1 Standby)
2 X 200 = 400 HP
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | HP | 16464.0 | 16464.0 | 400.0 | False | None | None | False | None | False | 6585600.0 | 0 | | 3233171 | 111699 | None | MI084 | Providing and fixing of DI Double flanged wafer type (Concentric) / double
eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft
shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat
face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or
liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc
inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or
AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of
standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling
of hole in the valves shall match with the pipe flange drilling standard, the valves are to be
suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All
the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For Sluice
Valves of 200mm dia. PN10. 200mm dia
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 34312.95 | 34312.95 | 2.0 | False | None | None | False | None | False | 68625.9 | 0 | | 3233172 | 111699 | None | MI085 | Design, fabrication, supply, assembling, testing and commissioning of HT pump
panel board made of sheet metal duly painted with recess for cable entries at bottom suitable for
6.6 KV equipped with vacum circuit breaker of suitable capacity for 1 number incoming 1600A
and 2 numbers 630A outgoing of suitable capacity with aluminium bus bars of 1600 Amp
metering panel, protection relays and all other accessories complete with wiring as per
specifications and approved drawings.
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 2626008.0 | 2626008.0 | 1.0 | False | None | None | False | None | False | 2626008.0 | 0 | | 3233173 | 111699 | None | MI085 | Cable From Transformer to LT Panel
1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable
as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975
300 Sqmm, 3.5 Core, (39 GI Strips - 4 x 0.8 mm)
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Km | 1119314.7 | 1119314.7 | 0.12 | False | None | None | False | None | False | 134317.764 | 0 | | 3233174 | 111699 | None | MI086 | Providing and fixing of ductile iron double flanged swing check valves with
slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear
resistant seat faces with nickel overlay micro - finished/ Integral seat with body and disc in
Ductile Iron in GGG 40/50 shaft of stainless steel and bearings of zinc free bronze and surface
protection with epoxy liquid of GSK quality etc complete For PN 10.0.
400 mm diameter check valve with accessories
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 434422.8 | 434422.8 | 2.0 | False | None | None | False | None | False | 868845.6 | 0 | | 3233175 | 111699 | None | MI087 | Suppling Ductile Iron Push on special confirming to IS 9523:2000 - D.I. PN 16.0
Dismantling Joints .
400 mm diameter
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 26716.2 | 26716.2 | 2.0 | False | None | None | False | None | False | 53432.4 | 0 | | 3233176 | 111699 | None | MI088 | Design, fabrication, supply, erection, testing and commissioning EOT crane
consisting of double girder box type construction, rail mounted end carraiges with long and cross
travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear
boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant
operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and
accessories in pump house including cost of all materials,machinery, labour,cutting, aligning,welding, finishing,
cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of
synthetic enamel paint and all other ancillary operations complete as per specifications and
approved drawings.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Tonne | 222705.0 | 222705.0 | 3.0 | False | None | None | False | None | False | 668115.0 | 0 | | 3233177 | 111699 | None | MI089 | Supplying, installing and commissioning electrode actuated water level
transmitter of approved make with all accessoreis to protect against dry running of pump.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 203742.0 | 203742.0 | 1.0 | False | None | None | False | None | False | 203742.0 | 0 | | 3233178 | 111699 | None | MI090 | Supplying, fixing and commissioning C.I Tamper proof Air valve of approved
make bodyand seat ring of bronze PN 1.0 conforming to IS: 14845 of specified diameter with all
fixturesincluding cost of all materials, machinery, labour and all other anicillary operations
complete .
100mm dia valve
For TP Air Valves of 100mm dia. PN10
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 33715.5 | 33715.5 | 1.0 | False | None | None | False | None | False | 33715.5 | 0 | | 3233179 | 111699 | None | MI091 | Grounding Material,Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as
ground rod, in earth pit of 300mm width and 3300 mm depth and using 50x6 mm flat welded to
ground rod as terminal & connected to equipment ground terminal using PVC Al wire as
specified.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 2280.6 | 2280.6 | 10.0 | False | None | None | False | None | False | 22806.0 | 0 | | 3233180 | 111699 | None | MI092 | Bentonite clay slurry for earthing in 50 Kg Bag .etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | No | 386.4 | 386.4 | 40.0 | False | None | None | False | None | False | 15456.0 | 0 | | 3233181 | 111699 | None | MI093 | Supplying and drawings Flexible Multicore Cable manufactured with electrolytic
grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation
sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS)
1). 4 Core 2.5 Sq.mm Cables | m | 148.0 | 148.0 | 75.0 | False | None | None | False | None | False | 11100.0 | 0 | | 3233182 | 111699 | None | MI094 | 2). 4 Core 6 Sq.mm Cables | m | 328.0 | 328.0 | 75.0 | False | None | None | False | None | False | 24600.0 | 0 | | 3233183 | 111699 | None | MI095 | 3). 2 Core 6 Sq.mm Cables | m | 196.0 | 196.0 | 75.0 | False | None | None | False | None | False | 14700.0 | 0 | | 3233184 | 111699 | None | MI096 | 4). 2 Core 2.5 Sq.mm Cables | m | 82.0 | 82.0 | 75.0 | False | None | None | False | None | False | 6150.0 | 0 | | 3233185 | 111699 | None | MI097 | 5). 4 Core 4 Sq.mm Cables | m | 225.0 | 225.0 | 75.0 | False | None | None | False | None | False | 16875.0 | 0 | | 3233186 | 111699 | None | MI098 | Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved
make bodyand seat ring of bronze PN 1.0 conforming to IS: 14846 of specified diameter and to
withstand specified pressure with all accessoreis true to line and perfect linkingwith pipes on
either side including loading, unloading, lifting and placing in position, cleaning ends, inserting
gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing
materials, machinery, labour and all other ancillary operations complete. etc., complete with all
lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS)
100mm dia valve
For Sluice Valves of 100mm dia. PN10 | No | 12652.5 | 12652.5 | 1.0 | False | None | None | False | None | False | 12652.5 | 0 | | 3233187 | 111699 | None | MI099 | Concealed Conduit System
Supplying heavy gauge PVC conduit pipe 25mm dia 2mm thick confirming to IS 2509 with
suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before
concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires
and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures,
run with 18SWG GI fish wire wherever necessary .etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | m | 81.9 | 81.9 | 100.0 | False | None | None | False | None | False | 8190.0 | 0 | | 3233188 | 111699 | None | MI100 | Supplying heavy gauge PVC Conduit Pipe 25mm Dia 2mm thick with suitable
size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by
bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish
wire run throughout the conduit wherever necessary.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | m | 82.95 | 82.95 | 100.0 | False | None | None | False | None | False | 8295.0 | 0 | | 3233189 | 111699 | None | MI101 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic
grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation
sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 2C X 1.5Sq.mm.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 55.65 | 55.65 | 200.0 | False | None | None | False | None | False | 11130.0 | 0 | | 3233190 | 111699 | None | MI102 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic
grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation
sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 4C X 1.5Sq.mm.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 98.7 | 98.7 | 200.0 | False | None | None | False | None | False | 19740.0 | 0 | | 3233191 | 111699 | None | MI103 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop
system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0
sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest
amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic
sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a
wood/PVC round block. complete for each outlet.
Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch.etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each Point | 413.7 | 413.7 | 6.0 | False | None | None | False | None | False | 2482.2 | 0 | | 3233192 | 111699 | None | MI104 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3
with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC
60898. 6-32 Amps DP. etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 775.95 | 775.95 | 6.0 | False | None | None | False | None | False | 4655.7 | 0 | | 3233193 | 111699 | None | MI105 | Supplying and fixing miniature circuit breakers on existing MCB distribution
boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3
with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC
60898. 50-63Amps TPN.etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 3242.4 | 3242.4 | 6.0 | False | None | None | False | None | False | 19454.4 | 0 | | 3233194 | 111699 | None | MI106 | Supplying and fixing regular MCB distribution boards on wall / wood board /
flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type
capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of
14 SWG MS enclosure. III - Double Door 4Way TP &N.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Each | 4239.9 | 4239.9 | 6.0 | False | None | None | False | None | False | 25439.4 | 0 | | 3233195 | 111699 | None | MI107 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to
operate on 230V 50Hz, AC Supply complete. 12" Sweep (300mm).etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Each | 3117.45 | 3117.45 | 4.0 | False | None | None | False | None | False | 12469.8 | 0 | | 3233196 | 111699 | None | MI108 | Fixing one exhaust fan after making a suitable nitch in the wall and finishing
with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and
a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of
approved make with wire mesh and wooden frame. etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 742.35 | 742.35 | 4.0 | False | None | None | False | None | False | 2969.4 | 0 | | 3233197 | 111699 | None | MI109 | Supply of round/square recess/surface mounted rollingtype LED Down light
with 10-12W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated
prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp
position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen
maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE
approved. 2 years Warranty against any manufacturing defect working under standard electrical
condition LED square or round down light 10-12W.etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Each | 929.25 | 929.25 | 4.0 | False | None | None | False | None | False | 3717.0 | 0 | | 3233198 | 111699 | None | MI110 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality
diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input:
220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any
manufacturing defect working under standard electrietc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS)
LED light fitting 1 x 4' - 20/22 W | Each | 690.0 | 690.0 | 2.0 | False | None | None | False | None | False | 1380.0 | 0 | | 3233199 | 111699 | None | MI111 | LED light fitting 1 x 4' - 36/40 W | Each | 1269.0 | 1269.0 | 2.0 | False | None | None | False | None | False | 2538.0 | 0 | | 3233200 | 111699 | None | MI112 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on
existing switch board. Electronic stepped regulator. etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Each | 228.9 | 228.9 | 6.0 | False | None | None | False | None | False | 1373.4 | 0 | | 3233201 | 111699 | None | MI113 | Supplying capacitor type ceiling fan complete with down rod blades, shackle,
canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to
ISS-374- 1979 and with double ball bearing system. 56" Sweep (1400mm) Regular model.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 3182.55 | 3182.55 | 4.0 | False | None | None | False | None | False | 12730.2 | 0 | | 3233202 | 111699 | None | MI114 | Fixing a ceiling / wall mounting fan of all capacities and all types, with
necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of
approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of
approved quality, mounted on a suitable size wooden board and wired.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | Each | 330.75 | 330.75 | 2.0 | False | None | None | False | None | False | 661.5 | 0 | | 3233203 | 111699 | None | MI115 | Supplying and Fixing 32mm dia class A GI pipe bracket up to 2.7 meters long
terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for
fixing LED street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable
clamps, bolts, nuts and wiring using suitable capacity wires.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Each | 1359.75 | 1359.75 | 6.0 | False | None | None | False | None | False | 8158.5 | 0 | | 3233204 | 111699 | None | MI116 | Fabricating supplying and mounting MS box made out 18SWG suitable for
floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with
hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps
with necessary cable entry pipe with gland and box should be finished with 7tanks treatment
with powder coated paint and finally finished with approved colour etc., complete.18 SWG .etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sq CM | 0.4 | 0.4 | 20000.0 | False | None | None | False | None | False | 8000.0 | 0 | | 3233205 | 111699 | None | MI117 | Supplying 4mm thick plastic sheet with necessary nitchesfor fixing switches,
regulators etc., and fixing on existing wooden or metal box using N.F. screws. etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Sq CM | 0.43 | 0.43 | 15000.0 | False | None | None | False | None | False | 6450.0 | 0 | | 3233206 | 111699 | None | MI118 | Supplying 6A flush type socket and 6 amps flush type SP switch either surface/
flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush
mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and
IS 3854. 6Amps 3/5 Way.etc., complete with all lead and lifts including loading and unloading
and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 154.35 | 154.35 | 10.0 | False | None | None | False | None | False | 1543.5 | 0 | | 3233207 | 111699 | None | MI119 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing
body for optimal thermal dissipation.Lamp compartment comprising of antiglare clear diffuse
rwith Injection moulded polycarbonate material,delivering superior light output Rated life Burning
Hrs 50000hr@Lumen Maintenance of 70%,maximum light intensity should be between 60
degrees to 70degrees.CCT 5500K,IP66 optical and electrical compartment &impact resistance of
complete luminaireIK08.PowerFactor 0.9withmains,Surge Protection Min 5KV along with Over
voltage/Overload, short circuit/miss wiring protection.Compatible fo pole mounting with outer
dia of 40mm to 50mm.Universal Voltaged riverto operate wide voltage range from100V to
270V50/60 Hzapplication.CompliancetoIS10322/IEC60598,LM79&LM 80 Adherence with RoHS.
UL approved MCPCB. Top access street light with single screw to ensure ease o fmaintenance at
the sight site location with minimized minimal tools.LED Light fixture with.W System Power
consumption.LED Efficiency 1301m/w,nominalCRI 75.Luminaire manufacturer should have in
house facility accredited by NABL/CPRI&any Government certified agency & Design&
Development facility certified by ISO9001:2008.Housing with supplier wordmark/name shal be
Engraved/Embossing on thediecasthousing/Bodypart.Warranty of 2 Years againstany
manufacturing defect working understandard electrical condition as mentioned above should be
given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source.etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS) | Each | 4225.2 | 4225.2 | 5.0 | False | None | None | False | None | False | 21126.0 | 0 | | 3233208 | 111699 | None | MI120 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC
extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring
strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975. 3.5 core 25
sqmm etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 146.53 | 146.53 | 100.0 | False | None | None | False | None | False | 14653.0 | 0 | | 3233209 | 111699 | None | MI121 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles
as per IS-1977
For 100/300 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI .etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 25966.1 | 25966.1 | 2.0 | False | None | None | False | None | False | 51932.2 | 0 | | 3233210 | 111699 | None | MI122 | LIGHTNING ARRESTER
9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR.etc., complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set of 3 Nos | 779.66 | 779.66 | 3.0 | False | None | None | False | None | False | 2338.98 | 0 | | 3233211 | 111699 | None | MI123 | ISOLATOR
11 kV, 400 Amps Double Break GOS . etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Set | 18016.95 | 18016.95 | 2.0 | False | None | None | False | None | False | 36033.9 | 0 | | 3233212 | 111699 | None | MI124 | H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure
for providing New GOS for sectionalisation) - MS. etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Set | 3671.19 | 3671.19 | 2.0 | False | None | None | False | None | False | 7342.38 | 0 | | 3233213 | 111699 | None | MI125 | DOLO CUTOUT 11 kV, DOLO Cutout Conventional to Erstwhile KEB
Specification . etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set of 3 Nos | 4978.81 | 4978.81 | 1.0 | False | None | None | False | None | False | 4978.81 | 0 | | 3233214 | 111699 | None | MI126 | METERING CUBIC EQUIPMENTS
11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT & 3 PT, With
Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of Meters for 3 Phase 4
Wire Metering without Load Break Switch (HT Metering Box Fabricated out of 3 mm MS Sheet
duly epoxy powder coated) as per revised Specification etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | No | 206332.2 | 206332.2 | 1.0 | False | None | None | False | None | False | 206332.2 | 0 | | 3233215 | 111699 | None | MI127 | Prefabricated Platform for erection of 250 kVA Transformer on 11 Mtr Spun
Pole Structure involving Rectangular hollow Sections 96x48x4.87 Thk and 66x3x4.5 Thk, Circular
hollow section of 165.6 OD x 10 Thk , MS Stiffner plate 12 mm Thk, MS plate Base Plate 16 mm
Thk, J Blots 12 mm dia, Gusset Plates, Clamps,15 mm rods 2.5 Mtr length as per drawing details.
Tor Steel Rods cut of Dia 8 mm,10 mm,12 mm,16 mm and 20 mm bent as per drawing & tied nclusive of labour for Reinforced foundation(Dwg No. BESCOM/GM/QS&S/70 Dtd
24.11.2018)etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Per Structure | 45015.25 | 45015.25 | 1.0 | False | None | None | False | None | False | 45015.25 | 0 | | 3233216 | 111699 | None | MI128 | 11 kV, 3 Core, HTUG Cable for insulations High quality clean XLPE compound
shall be used (Free from microvoids, Moisture content, ambers and contaminations) with
pressure extruded, inner sheeth ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring
wires dia in average 2.5% and Resistivity 14 Ohms/KM (Max) as per IS-3975.etc., complete with
all lead and lifts including loading and unloading and as per specifiction with the directions of
Engineer-in-charge of work. ( Ref :- As per relevant IS)
95 Sqmm, (54 GI Wires - 2.5 mm Dia))
1.DP to metering cubicle
2.Metering cubicle to panel
3.Panel to transformerr etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Km | 753953.39 | 753953.39 | 0.05 | False | None | None | False | None | False | 37697.6695 | 0 | | 3233217 | 111699 | None | MI129 | 11 kV, Jointing & Cable Termination Kit as per IS-13573
Heat Shrinkable Indoor Type Cable Termination Kit for XLPE Cable 3x95 Sqmm.etc., complete
with all lead and lifts including loading and unloading and as per specifiction with the directions
of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 8683.51 | 8683.51 | 10.0 | False | None | None | False | None | False | 86835.1 | 0 | | 3233218 | 111699 | None | MI130 | 11 kV, Jointing & Cable Termination Kit as per IS-13573
Heat Shrinkable Outdoor Type Cable Termination Kit for XLPE Cable 3x95 Sqmm.etc., complete
with all lead and lifts including loading and unloading and as per specifiction with the directions
of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 8683.05 | 8683.05 | 4.0 | False | None | None | False | None | False | 34732.2 | 0 | | 3233219 | 111699 | None | MI131 | Aluminium end Terminal (Lug) 120 Sqmm .etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | No | 16.95 | 16.95 | 18.0 | False | None | None | False | None | False | 305.1 | 0 | | 3233220 | 111699 | None | MI132 | Compact RMU (VCB Type)
Compact RMU (VCB/SF6 Type)with Copper Busbar, 350 MVA, 630 Amps as per IEC 62271/
IS-3427. 3 Way RMU, 2 OD + 1 VL (One Incomer + One Breaker + One Outgoing) etc., complete
with all lead and lifts including loading and unloading and as per specifiction with the directions
of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Unit | 465720.34 | 465720.34 | 3.0 | False | None | None | False | None | False | 1397161.02 | 0 | | 3233221 | 111699 | None | MI133 | POWER TRANSFORMER : POWER TRANSFORMER : 630 kVA, 11 kV/433 V, 3
phase Delta Star, Dyn11 : Supply of Auxiliary Transformer with copper windings & oil, cable
termination type on both HT & LT outdoor type with off load tap changer in steps of 2.5 % etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 1022905.08 | 1022905.08 | 2.0 | False | None | None | False | None | False | 2045810.16 | 0 | | 3233222 | 111699 | None | MI134 | Grounding mat and equipment earthing at Receiving End side
Providing 25 mm dia MS rod 1.05m long earth mat spike including heating , bending top 50 mm
over lap flattening and making spike edge at one end driving into the earth below the ground
level and welding the rod with ground mat flat.
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 383.9 | 383.9 | 76.0 | False | None | None | False | None | False | 29176.4 | 0 | | 3233223 | 111699 | None | MI135 | Grounding of equipment with 50 x 6 mm G.I. Flat and connecting equipment to
the earthmat/ground pit. Each point of earthing with all formation works like bending, twisting,
drilling of holes and connecting by welding (inclusive of all T&P and consumables) to the
earthmat/ground pit/point of earth connection, all the materials supplied by the contractor
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Rmtr | 283.9 | 283.9 | 40.0 | False | None | None | False | None | False | 11356.0 | 0 | | 3233224 | 111699 | None | MI136 | Cast iron pipe elecrodes
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 7427.97 | 7427.97 | 10.0 | False | None | None | False | None | False | 74279.7 | 0 | | 3233225 | 111699 | None | MI137 | Spreading of Jelly
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Cum | 1502.54 | 1502.54 | 10.0 | False | None | None | False | None | False | 15025.4 | 0 | | 3233226 | 111699 | None | MI138 | Fire Fighting Equipments with necessary mounting Stands:
Foam type extinguisher Foam type extinguisher etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | No | 3489.83 | 3489.83 | 2.0 | False | None | None | False | None | False | 6979.66 | 0 | | 3233227 | 111699 | None | MI139 | Water Type (Gas Pressure Type) 9.0 Liters capacity etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | No | 2121.19 | 2121.19 | 2.0 | False | None | None | False | None | False | 4242.38 | 0 | | 3233228 | 111699 | None | MI140 | Carbon Dioxide Type
i.4.5 Kg capacity etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 7365.25 | 7365.25 | 2.0 | False | None | None | False | None | False | 14730.5 | 0 | | 3233229 | 111699 | None | MI141 | Sand Type
i.G.I.Bucket 9 Ltr.capacity etc., complete with all lead and lifts including loading and unloading
and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant
IS) | No | 511.02 | 511.02 | 4.0 | False | None | None | False | None | False | 2044.08 | 0 | | 3233230 | 111699 | None | MI142 | ii.Steel Stands etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | No | 2001.69 | 2001.69 | 2.0 | False | None | None | False | None | False | 4003.38 | 0 | | 3233231 | 111699 | None | MI143 | Station Yard Lightning
RCC Pole 9 mtr Long, 145 Kg WL etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | No | 5996.61 | 5996.61 | 4.0 | False | None | None | False | None | False | 23986.44 | 0 | | 3233232 | 111699 | None | MI144 | Supplying and laying of 1.1KV, 2Cx6 Sqmm Alluminium cable for yard lights.
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Rmtr | 53.73 | 53.73 | 40.0 | False | None | None | False | None | False | 2149.2 | 0 | | 3233233 | 111699 | None | MI145 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality
diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input:
220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any
manufacturing defect working under standard electrical condition.etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS)
LED light fitting 1 x 4' - 36/40 W | No | 1075.42 | 1075.42 | 3.0 | False | None | None | False | None | False | 3226.26 | 0 | | 3233234 | 111699 | None | MI146 | Maintenance Tools and Plant.
A).Ring spanner set | Set | 745.76 | 745.76 | 1.0 | False | None | None | False | None | False | 745.76 | 0 | | 3233235 | 111699 | None | MI147 | B).Pipe wrench 24 inches size | No | 1059.32 | 1059.32 | 1.0 | False | None | None | False | None | False | 1059.32 | 0 | | 3233236 | 111699 | None | 148 | C).Pipe wrench 18 inches size | No | 586.44 | 586.44 | 1.0 | False | None | None | False | None | False | 586.44 | 0 | | 3233237 | 111699 | None | MI149 | D).Double end spanner- 12 nos. per set | Set | 702.54 | 702.54 | 1.0 | False | None | None | False | None | False | 702.54 | 0 | | 3233238 | 111699 | None | MI150 | E).Hack saw frame B185 | No | 307.63 | 307.63 | 1.0 | False | None | None | False | None | False | 307.63 | 0 | | 3233239 | 111699 | None | MI151 | F).Rubber hand gloves 15 kV tested | Pair | 248.31 | 248.31 | 1.0 | False | None | None | False | None | False | 248.31 | 0 | | 3233240 | 111699 | None | MI152 | G).Rechargeable 5 W LED Hand Torch | No | 1083.9 | 1083.9 | 1.0 | False | None | None | False | None | False | 1083.9 | 0 | | 3233241 | 111699 | None | MI153 | H).Insulated cutting plier 12 inch size | No | 333.05 | 333.05 | 1.0 | False | None | None | False | None | False | 333.05 | 0 | | 3233242 | 111699 | None | MI154 | I).Insulated cutting plier 8 inch size | No | 200.0 | 200.0 | 1.0 | False | None | None | False | None | False | 200.0 | 0 | | 3233243 | 111699 | None | MI155 | J).Line live tester AC/ DC 500 V | No | 263.56 | 263.56 | 1.0 | False | None | None | False | None | False | 263.56 | 0 | | 3233244 | 111699 | None | MI156 | K). Screw driver 18 | Nos | 188.98 | 188.98 | 1.0 | False | None | None | False | None | False | 188.98 | 0 | | 3233245 | 111699 | None | MI157 | L).screw driver 12 '' | Nos | 63.56 | 63.56 | 1.0 | False | None | None | False | None | False | 63.56 | 0 | | 3233246 | 111699 | None | MI158 | M).Hammer 8 lbs | No. | 421.19 | 421.19 | 1.0 | False | None | None | False | None | False | 421.19 | 0 | | 3233247 | 111699 | None | MI159 | N).Hammer 2 lbs | Nos | 211.02 | 211.02 | 1.0 | False | None | None | False | None | False | 211.02 | 0 | | 3233248 | 111699 | None | MI160 | RCC Pole - 9 Mtr Long, 145 Kg WL
(Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as
per IS-785.etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Nos | 5996.61 | 5996.61 | 10.0 | False | None | None | False | None | False | 59966.1 | 0 | | 3233249 | 111699 | None | MI161 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as
per REC Standards.etc., complete with all lead and lifts including loading and unloading and as
per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Nos | 3558.47 | 3558.47 | 180.0 | False | None | None | False | None | False | 640524.6 | 0 | | 3233250 | 111699 | None | MI162 | 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/03 Dtd
24.11.2018) RCC Pole - 9 Mtr Long, 145 kg WL
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Nos | 744.92 | 744.92 | 10.0 | False | None | None | False | None | False | 7449.2 | 0 | | 3233251 | 111699 | None | MI163 | DP Structure with RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9
Mtr Long, 300Kg WL - MS
(Dwg No. BESCOM/GM/QS&S/35 & 63 Dtd
24.11.2018) etc., complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 5424.58 | 5424.58 | 10.0 | False | None | None | False | None | False | 54245.8 | 0 | | 3233252 | 111699 | None | MI164 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm
dia FRP Rod) etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 173.73 | 173.73 | 570.0 | False | None | None | False | None | False | 99026.1 | 0 | | 3233253 | 111699 | None | MI165 | Guy Set Complete with No. 15 strain insulator & Concreting materials. etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 261.86 | 261.86 | 60.0 | False | None | None | False | None | False | 15711.6 | 0 | | 3233254 | 111699 | None | MI166 | Rabbit ACSR
(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Km | 39181.36 | 39181.36 | 30.45 | False | None | None | False | None | False | 1193072.412 | 0 | | 3233255 | 111699 | None | MI167 | PG Clamps for Rabbit Conductor (Rabbit to Rabbit) etc., complete with all lead
and lifts including loading and unloading and as per specifiction with the directions of Engineerin-
charge of work. ( Ref :- As per relevant IS) | No | 86.44 | 86.44 | 60.0 | False | None | None | False | None | False | 5186.4 | 0 | | 3233256 | 111699 | None | MI168 | Spiral Earth Electrode . etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | No | 202.54 | 202.54 | 210.0 | False | None | None | False | None | False | 42533.4 | 0 | | 3233257 | 111699 | None | MI169 | EG Stirrup (MS) with GI wire lacing . etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set of 2 Nos | 233.9 | 233.9 | 190.0 | False | None | None | False | None | False | 44441.0 | 0 | | 3233258 | 111699 | None | MI170 | Caution/Danger Board . etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | Nos | 127.12 | 127.12 | 60.0 | False | None | None | False | None | False | 7627.2 | 0 | | 3233259 | 111699 | None | MI171 | Anticlimbing Device GI Barbed wire (12 Mtr/Kg).etc., complete with all lead and
lifts including loading and unloading and as per specifiction with the directions of Engineer-incharge
of work. ( Ref :- As per relevant IS) | Nos | 35.59 | 35.59 | 210.0 | False | None | None | False | None | False | 7473.9 | 0 | | 3233260 | 111699 | None | MI172 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles
as per IS-1977 For 100/300 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg
WL - GI etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 26011.86 | 26011.86 | 1.0 | False | None | None | False | None | False | 26011.86 | 0 | | 3233261 | 111699 | None | MI173 | LIGHTNING ARRESTER
9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Nos | 779.66 | 779.66 | 1.0 | False | None | None | False | None | False | 779.66 | 0 | | 3233262 | 111699 | None | MI174 | ISOLATOR
11 kV, 400 Amps Double Break GOS
(Dwg No. BESCOM/GM/QS&S/22 Dtd 24.11.2018),etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Set | 18016.95 | 18016.95 | 1.0 | False | None | None | False | None | False | 18016.95 | 0 | | 3233263 | 111699 | None | MI175 | H - Frame Set for fixing 11 kV, 200 Amps Single Break
GOS - (For DP structure for providing New GOS for
sectionalisation) - MS, etc., complete with all lead and lifts including loading and unloading and
as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Set | 3671.19 | 3671.19 | 1.0 | False | None | None | False | None | False | 3671.19 | 0 | | 3233264 | 111699 | None | MI176 | 11KV Switch gear:
Compact RMU (VCB/SF6 Type) with Copper
Busbar, 350 MVA, 630 Amps as per IEC62271/IS-3427
3 Way RMU, 2 OD + 1 VL (One Incomer + One Breaker
+ One Outgoing etc., complete with all lead and lifts including loading and unloading and as per
specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Unit | 465720.34 | 465720.34 | 1.0 | False | None | None | False | None | False | 465720.34 | 0 | | 3233265 | 111699 | None | MI177 | 3 Way RMU, 2OD + 1VL (One Incomer + One Breakers
+ One Outgoing) 630 Amps with Copper Busbar etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | Unit | 668007.63 | 668007.63 | 1.0 | False | None | None | False | None | False | 668007.63 | 0 | | 3233266 | 111699 | None | MI178 | Annunciator Panel for the following combinations (Both for MCVCB & PCVCB)
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | No | 118949.15 | 118949.15 | 1.0 | False | None | None | False | None | False | 118949.15 | 0 | | 3233267 | 111699 | None | MI179 | Copper Control Cables, Power cables & Cable Trays
2 core x 2.5 sq. mm multi-strand copper conductor, FRLS type PVC insulated armoured cable
etc., complete with all lead and lifts including loading and unloading and as per specifiction with
the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 79.66 | 79.66 | 50.0 | False | None | None | False | None | False | 3983.0 | 0 | | 3233268 | 111699 | None | MI180 | 4 core x 4 sq. mm copper conductor, FRLS type PVC insulated cable. etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 150.0 | 150.0 | 50.0 | False | None | None | False | None | False | 7500.0 | 0 | | 3233269 | 111699 | None | MI181 | 10 core x 2.5 sq. mm copper conductor, FRLS type PVC insulated cable. etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 265.25 | 265.25 | 50.0 | False | None | None | False | None | False | 13262.5 | 0 | | 3233270 | 111699 | None | MI182 | 19 core x 2.5 sq. mm copper conductor, FRLS type PVC insulated cable.etc.,
complete with all lead and lifts including loading and unloading and as per specifiction with the
directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | m | 444.92 | 444.92 | 50.0 | False | None | None | False | None | False | 22246.0 | 0 | | 3233271 | 111699 | None | MI183 | Perforated GI Trays 300X50mm etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | m | 497.46 | 497.46 | 50.0 | False | None | None | False | None | False | 24873.0 | 0 | | 3233272 | 111699 | None | MI184 | Preparation of Earth Mat: as per standards in size 50x6 mm MS flats , laying
and welding, applying anti-corrosive paint, covering with sodium bentonite clay .etc., complete
with all lead and lifts including loading and unloading and as per specifiction with the directions
of Engineer-in-charge of work. ( Ref :- As per relevant IS)
i) 50 mm X 6 mm MS flats | m | 342.37 | 342.37 | 50.0 | False | None | None | False | None | False | 17118.5 | 0 | | 3233273 | 111699 | None | MI185 | Grounding of towers including cost of 40 mm dia 2.5 mm thick, class 'C' G.I.
Pipe of 3 metres length as per specification with 50 X 6 mm GI Flats 3 metre long, salt, charcoal,
including excavation charges.etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Set | 4427.12 | 4427.12 | 4.0 | False | None | None | False | None | False | 17708.48 | 0 | | 3233274 | 111699 | None | MI186 | Grounding of equipment by providing cast iron pipe of 100 mm ID 13 mm
thickness, 2.75 metre long with 2 part clamp out of G.I. Flat 50 X 6 mm continuously welded
alround the pipe using cast iron welding electrodes as per drawing including the cost of
excavation (All materials to be supplied by the contractor)etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Set | 10840.68 | 10840.68 | 4.0 | False | None | None | False | None | False | 43362.72 | 0 | | 3233275 | 111699 | None | MI187 | Substation Structures:
RCC Pole - 9 Mtr Long, 145 Kg WL etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per
relevant IS) | Nos | 5996.61 | 5996.61 | 2.0 | False | None | None | False | None | False | 11993.22 | 0 | | 3233276 | 111699 | None | MI188 | Cross arms, clamps etc.,etc., complete with all lead and lifts including loading
and unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :-
As per relevant IS) | No | 315.25 | 315.25 | 80.0 | False | None | None | False | None | False | 25220.0 | 0 | | 3233277 | 111699 | None | MI189 | Supply of galvanised bolts and nuts.etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | No | 412.71 | 412.71 | 40.0 | False | None | None | False | None | False | 16508.4 | 0 | | 3233278 | 111699 | None | MI190 | Clamps & Connectors :
C - Type Wedge connectors suitable for Rabbit conductor . etc., complete with all lead and lifts
including loading and unloading and as per specifiction with the directions of Engineer-in-charge
of work. ( Ref :- As per relevant IS) | Nos | 138.14 | 138.14 | 10.0 | False | None | None | False | None | False | 1381.4 | 0 | | 3233279 | 111699 | None | MI191 | 70KN Disc insulators. etc., complete with all lead and lifts including loading and
unloading and as per specifiction with the directions of Engineer-in-charge of work. ( Ref :- As per relevant IS) | Nos | 438.98 | 438.98 | 10.0 | False | None | None | False | None | False | 4389.8 | 0 | | 3233280 | 111699 | None | MI192 | OPERATION AND MAINTENANCE
ANNUAL MAINTENANCE OF S.HULIKUNTA LIS CHARGES - Annual Maintenance of LIS which
includes Maintenance of pumping Machinery, oiling and lubricating of machinery, renewal and
replacement of pumping Machinery and electrical parts and all other components and providing
human resources like pump operator, helpers watch men necessary for the successful operation
of the scheme as directed by engineer incharge.
FOR 1ST YEAR | Per Year | 988904.0 | 988904.0 | 1.0 | False | None | None | False | None | False | 988904.0 | 0 | | 3233281 | 111699 | None | MI193 | OPERATION AND MAINTENANCE
ANNUAL MAINTENANCE OF S.HULIKUNTA LIS CHARGES - Annual Maintenance of LIS which
includes Maintenance of pumping Machinery, oiling and lubricating of machinery, renewal and
replacement of pumping Machinery and electrical parts and all other components and providing
human resources like pump operator, helpers watch men necessary for the successful operation
of the scheme as directed by engineer incharge.
Excavation and removal of silt and silt mixed with sand from canal bed by manual means
including disposing of same in spoil bank or on the canal embankment in layers as directed with
all other ancillary operation complete in dry condition and as directed by engineer incharge.
FOR 2ND YEAR | Per Year | 1026310.25 | 1026310.25 | 1.0 | False | None | None | False | None | False | 1026310.25 | 0 | | 3233282 | 111699 | None | MI194 | OPERATION AND MAINTENANCE
ANNUAL MAINTENANCE OF S.HULIKUNTA LIS CHARGES - Annual Maintenance of LIS which
includes Maintenance of pumping Machinery, oiling and lubricating of machinery, renewal and
replacement of pumping Machinery and electrical parts and all other components and providing
human resources like pump operator, helpers watch men necessary for the successful operation
of the scheme as directed by engineer incharge.
Excavation and removal of silt and silt mixed with sand from canal bed by manual means
including disposing of same in spoil bank or on the canal embankment in layers as directed with
all other ancillary operation complete in dry condition and as directed by engineer incharge. FOR 3RD YEAR | Per Year | 1026310.25 | 1026310.25 | 1.0 | False | None | None | False | None | False | 1026310.25 | 0 | | 3233283 | 111699 | None | MI195 | OPERATION AND MAINTENANCE
ANNUAL MAINTENANCE OF S.HULIKUNTA LIS CHARGES - Annual Maintenance of LIS which
includes Maintenance of pumping Machinery, oiling and lubricating of machinery, renewal and
replacement of pumping Machinery and electrical parts and all other components and providing
human resources like pump operator, helpers watch men necessary for the successful operation
of the scheme as directed by engineer incharge.
Excavation and removal of silt and silt mixed with sand from canal bed by manual means
including disposing of same in spoil bank or on the canal embankment in layers as directed with
all other ancillary operation complete in dry condition and as directed by engineer incharge.
FOR 4TH YEAR | Per Year | 1026310.25 | 1026310.25 | 1.0 | False | None | None | False | None | False | 1026310.25 | 0 | | 3233284 | 111699 | None | MI196 | OPERATION AND MAINTENANCE
ANNUAL MAINTENANCE OF S.HULIKUNTA LIS CHARGES - Annual Maintenance of LIS which
includes Maintenance of pumping Machinery, oiling and lubricating of machinery, renewal and
replacement of pumping Machinery and electrical parts and all other components and providing
human resources like pump operator, helpers watch men necessary for the successful operation
of the scheme as directed by engineer incharge.
Excavation and removal of silt and silt mixed with sand from canal bed by manual means
including disposing of same in spoil bank or on the canal embankment in layers as directed with
all other ancillary operation complete in dry condition and as directed by engineer incharge.
FOR 5TH YEAR | Per Year | 1026310.25 | 1026310.25 | 1.0 | False | None | None | False | None | False | 1026310.25 | 0 | | 3233285 | 111699 | None | MI197 | 11 kV, 45 kN Polymeric Insulator etc., complete with all lead and lifts including
loading and unloading and as per specifiction with the directions of Engineer-in-charge of work.
( Ref :- As per relevant IS) | No | 157.63 | 157.63 | 60.0 | False | None | None | False | None | False | 9457.8 | 0 |
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