tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1723458611000 | 0 | None | None | Water /sewage treatment tanks | Construction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk (Planted drying bed and screening chamber | 3305350.46 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3757748 | 141195 | None | PWD SR 2023-24 Vol-I It no-1.15.1 P No-8 | ESTIMATE OF SCREENING CHAMBER AND PLANTEDDRYING BED 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 3m depth. Formation of Ground (FGL) Avg 98.00 | Cum | 381.15 | 381.15 | 726.0 | False | None | None | False | None | False | 276714.9 | 0 | 3757749 | 141195 | None | PWD SR 2023-24 Vol-I It no-1.15.1 P No-8 | 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 3m depth Below 1.5m excavation for PDB, Excavation for percolate drain | Cum | 446.25 | 446.25 | 205.7 | False | None | None | False | None | False | 91793.625 | 0 | 3757750 | 141195 | None | PWD SR 2023-24 Vol-I It no-2.1.2 P No-15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 28.19 | False | None | None | False | None | False | 167651.568 | 0 | 3757751 | 141195 | None | PWD SR 2023-24 Vol-I It no-2.2.3 P No-15 | 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 | Cum | 6652.8 | 6652.8 | 132.35 | False | None | None | False | None | False | 880498.08 | 0 | 3757752 | 141195 | None | Rate analysis | Extra for providing and mixing water proofing material in cement plaster work in proporation recommenended by the manufactures including cost of material etc as per specification and as per directions of the engineer in charge. | Cum | 188.25 | 188.25 | 9.93 | False | None | None | False | None | False | 1869.3225 | 0 | 3757753 | 141195 | None | PWD SR 2023-24 Vol-I It no-2.11 P No-18 | 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.All other type of structures | Kg | 82.96 | 82.96 | 13235.12 | False | None | None | False | None | False | 1097985.5552 | 0 | 3757754 | 141195 | None | PWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111 | Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For pcc foundation works | Sqm | 5947.2 | 5947.2 | 1.41 | False | None | None | False | None | False | 8385.552 | 0 | 3757755 | 141195 | None | PWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111 | Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For RCC foundation works | Sqm | 6652.8 | 6652.8 | 2.54 | False | None | None | False | None | False | 16898.112 | 0 | 3757756 | 141195 | None | PWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111 | Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For RCC Walls | Sqm | 6652.8 | 6652.8 | 8.15 | False | None | None | False | None | False | 54220.32 | 0 | 3757757 | 141195 | None | PWD SR 2023-24 Vol-II It no-8.3.1 P No-42 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 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 direc-
tions of Engineer-in-charge | Sqm | 371.7 | 371.7 | 950.94 | False | None | None | False | None | False | 353464.398 | 0 | 3757758 | 141195 | None | Rate analysis | Extra for providing and mixing water proofing material in cement plaster work in proporation recommenended by the manufactures including cost of material etc as per specification and as per directions of the engineer in charge. | Sqm | 188.25 | 188.25 | 71.32 | False | None | None | False | None | False | 13425.99 | 0 | 3757759 | 141195 | None | PWD SR 2023-24 Vol-V It no-10.1.7 P No-113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 431.55 | 431.55 | 123.6 | False | None | None | False | None | False | 53339.58 | 0 | 3757760 | 141195 | None | PWD SR 2023-24 Vol-V It no-10.10.8 P No-117 | Supply and delivery at site special moulded variety PVC tee as per IS
7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its
latest amendments 110 mm dia PVC Tee | Each | 263.55 | 263.55 | 24.0 | False | None | None | False | None | False | 6325.2 | 0 | 3757761 | 141195 | None | PWD SR 2023-24 Vol-V It no-10.9.8 P No-117 | Supply and delivery at site special moulded variety PVC elbows as per
IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with
its latest amendments 110 mm dia PVC Elbows | Each | 317.1 | 317.1 | 60.0 | False | None | None | False | None | False | 19026.0 | 0 | 3757762 | 141195 | None | PWD SR 2023-24 Vol-V It no-10.1.9 P No-113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. complete For:PVC pipes 160mm dia., 6 kg/sqcm & class 3 | Mtr | 648.9 | 648.9 | 61.2 | False | None | None | False | None | False | 39712.68 | 0 | 3757763 | 141195 | None | PWD SR 2023-24 Vol-V It no-10.10.10 P No-118 | Supply and delivery at site special moulded variety PVC tee as per IS
7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its
latest amendments 160 mm dia PVC Tee | Each | 489.3 | 489.3 | 36.0 | False | None | None | False | None | False | 17614.8 | 0 | 3757764 | 141195 | None | Rate analysis | Provinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust.53 mm nominal size | Cum | 1325.51 | 1325.51 | 29.4 | False | None | None | False | None | False | 38969.994 | 0 | 3757765 | 141195 | None | Rate analysis | Provinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust 20mm nominal size | Cum | 1469.94 | 1469.94 | 14.7 | False | None | None | False | None | False | 21608.118 | 0 | 3757766 | 141195 | None | Rate analysis | Provinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust 6mm nominal size | Cum | 1547.71 | 1547.71 | 14.7 | False | None | None | False | None | False | 22751.337 | 0 | 3757767 | 141195 | None | Rate analysis | Provinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust Sand/artificial sand/Manufactured sand (0.75 to 4.75mm) | Cum | 1614.37 | 1614.37 | 29.4 | False | None | None | False | None | False | 47462.478 | 0 | 3757768 | 141195 | None | Rate analysis | Supplying/casting and fixing precast Reinforced cement concrete perforated slabs (2" dia hole) of following thickness in RCC 1:2:4 using following HBGS elly including cost of reinforcement steel in position, cost of moulding charges,casting of slab, finishing,curing and fixing in position in all floors etc., complete complying with standard specification and as directed.Percolated channel perforated slabs(850mmX500mmX75mm). | Each | 481.61 | 481.61 | 48.0 | False | None | None | False | None | False | 23117.28 | 0 | 3757769 | 141195 | None | PWD SR 2023-24 Vol-II It no-8.41 P No-48 | Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :Two coats on new
work over an under coat of suitable shade with ordinary paint of approved
brand and manufacture after thoroughly brooming the surface to remove
all dirt, dust, mortar drops and foreign matter including preparing the
surface even and sand paper smooth, cost of materials, labour complete
as per specifications and as per directions of Engineer-in-charge. | Sqm | 175.35 | 175.35 | 299.49 | False | None | None | False | None | False | 52515.5715 | 0 |
| 1723458611000 | 0 | None | None | Water /sewage treatment tanks | Construction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(planted gravel filter) | 155522.84 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3757770 | 141196 | None | PWD SR 2023-24 Vol-I It no-1.15.1 P No-8 | ESTIMATE OF PLANTED GRAVEL FILTER Earthwork 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 1.5m depth Excation for PGF upto 1.5m depth | Cum | 381.15 | 381.15 | 42.39 | False | None | None | False | None | False | 16156.9485 | 0 | 3757771 | 141196 | None | PWD SR 2023-24 Vol-I It no-2.1.2 P No-15 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 1.83 | False | None | None | False | None | False | 10883.376 | 0 | 3757772 | 141196 | None | PWD SR 2023-24 Vol-I It No-2.2.3 P No-15 | 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 | Cum | 6652.8 | 6652.8 | 7.12 | False | None | None | False | None | False | 47367.936 | 0 | 3757773 | 141196 | None | PWD SR 2023-24 Vol-I It no-2.11.h P no-18 | 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. | Kg | 82.96 | 82.96 | 712.37 | False | None | None | False | None | False | 59098.2152 | 0 | 3757774 | 141196 | None | PWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111 | Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For RCC Base slab | Sqm | 5947.2 | 5947.2 | 0.09 | False | None | None | False | None | False | 535.248 | 0 | 3757775 | 141196 | None | PWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111 | Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For RCC base slab | Sqm | 6652.8 | 6652.8 | 0.17 | False | None | None | False | None | False | 1130.976 | 0 | 3757776 | 141196 | None | PWDSR 2023-24 Vol-I Addendum 1 Sl No-3&11 P No-111 | Providing and removing centering, shuttering, strutting, propping etc., and removal of formwork for foundation, footings, bases of columns for mass concrete including cost of all materials , labour complete as per specification For RCC walls | Sqm | 6652.8 | 6652.8 | 0.38 | False | None | None | False | None | False | 2528.064 | 0 | 3757777 | 141196 | None | PWD SR 2023-24 Vol-II It no-8.3.1 P No-41 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 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 direc-
tions of Engineer-in-charge. | Sqm | 371.7 | 371.7 | 20.64 | False | None | None | False | None | False | 7671.888 | 0 | 3757778 | 141196 | None | Rate analysis | Extra for providing and mixing water proofing material in cement plaster work in proporation recommenended by the manufactures including cost of material etc as per specification and as per directions of the engineer in charge. | Sqm | 188.25 | 188.25 | 1.55 | False | None | None | False | None | False | 291.7875 | 0 | 3757779 | 141196 | None | PWD SR 2023-24 Vol-V It no-10.1 P No-113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 431.55 | 431.55 | 2.5 | False | None | None | False | None | False | 1078.875 | 0 | 3757780 | 141196 | None | Rate analysis | 110mm dia perforated sampling pipe | Mtr | 696.03 | 696.03 | 0.9 | False | None | None | False | None | False | 626.427 | 0 | 3757781 | 141196 | None | Rate analysis | 110mm dia perforated pipe | Mtr | 696.03 | 696.03 | 2.2 | False | None | None | False | None | False | 1531.266 | 0 | 3757782 | 141196 | None | Rate analysis | Provinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust. 120-80mm nominal size(at center) | Cum | 1278.04 | 1278.04 | 2.1 | False | None | None | False | None | False | 2683.884 | 0 | 3757783 | 141196 | None | Rate analysis | Provinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust. 40-20mm nominal size | Cum | 1469.94 | 1469.94 | 0.96 | False | None | None | False | None | False | 1411.1424 | 0 | 3757784 | 141196 | None | Rate analysis | Provinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust. 20mm nominal size | Cum | 1469.94 | 1469.94 | 0.68 | False | None | None | False | None | False | 999.5592 | 0 | 3757785 | 141196 | None | Rate analysis | Provinding and laying of course aggregate size as below after washing & sieving to make it free from fines dust. 12-10mm nominal size | Cum | 1469.94 | 1469.94 | 0.73 | False | None | None | False | None | False | 1073.0562 | 0 | 3757786 | 141196 | None | PWD SR 2023-24 Vol-II It No-8.41P No-48 | Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :Two coats on new
work over an under coat of suitable shade with ordinary paint of approved
brand and manufacture after thoroughly brooming the surface to remove
all dirt, dust, mortar drops and foreign matter including preparing the
surface even and sand paper smooth, cost of materials, labour complete
as per specifications and as per directions of Engineer-in-charge. | Sqm | 175.35 | 175.35 | 2.59 | False | None | None | False | None | False | 454.1565 | 0 |
| 1723458611000 | 0 | None | None | Water /sewage treatment tanks | Construction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(Intergrated settler and anaerobic filter) | 362255.63 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3757787 | 141197 | None | PWD SR2023-24,Volume 1, Sl.No 1.15.1 (pg no 8) | Estimate for NTEGRATED SETTLER AND ANAEROBIC FILTER. 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
and 3m.Excavation for ISAF upto 1.5 m | Cum | 381.15 | 381.15 | 42.97 | False | None | None | False | None | False | 16378.0155 | 0 | 3757788 | 141197 | None | PWD SR 2023-24,Volume 1, Sl.No 1.15.1 (pg no 8) | 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.Excavation for ISAF 1.5m to 3.0 m | Cum | 446.25 | 446.25 | 24.58 | False | None | None | False | None | False | 10968.825 | 0 | 3757789 | 141197 | None | PWD SR 2023-24 ,Volume 1, Sl.No 2.1.2 (pg no 15) | Providing and laying in position plain cement concrete for levelling
course for all works in foundation. The granite/trap/basalt crushed
graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed, laid in layers not exceeding 150 mm thickness,
well compacted using plate vibrators, including all lead & lifts, cost of
all materials of quality, labour, Usage charges of machineries, curing,
and all the other appurtenances required to complete the work as
per technical specifications. (The cost of steel reinforcement &
formwork shall be paid separately.Mix 1:4:8 (M 7.5) Using 40 mm
nominal size graded crushed coarse
aggregates | Cum | 5947.2 | 5947.2 | 1.3 | False | None | None | False | None | False | 7731.36 | 0 | 3757790 | 141197 | None | PWD SR 2023-24 ,Volume 1, Sl.No 2.2.3.(pg no 15) | Providing and laying in position Reinforced 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. (The
cost of steel reinforcement & formwork to be paid separately. M25
Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 6652.8 | 6652.8 | 10.82 | False | None | None | False | None | False | 71983.296 | 0 | 3757791 | 141197 | None | PWD SR 2023-24 Vol I sl. no. 2.11 (h), page 18 | Providing T.M.T steel reinforcement for R.C.C work including
straightening, cutting, bending, hooking, placing in position, lapping
and / or welding wherever required, tying with binding wire and
anchoring to the adjoining members wherever necessary complete
as per design (laps, hooks and wastage shall not be measured and
paid) including for OHT & reservoier, cost of materials, labour, HOM
of machinery complete as per specifications. | Kg | 82.96 | 82.96 | 1081.65 | False | None | None | False | None | False | 89733.684 | 0 | 3757792 | 141197 | None | PWD SR 2023-24,Vol 1, Addendum 1 Sl.No 3&11 | Providing and removing centering, shuttering, strutting, propping
etc., and removal of form work for foundations, footings, bases of
columns for mass concrete including cost of all materials, labour
complete as per specificaitons.For Foundation works.PCC bed for settler+AF | Sqm | 5947.2 | 5947.2 | 0.06 | False | None | None | False | None | False | 356.832 | 0 | 3757793 | 141197 | None | PWD SR 2023-24,Volume 1, Addendum 1 Sl.No 3&11 | Providing and removing centering, shuttering, strutting, propping
etc., and removal of form work for foundations, footings, bases of
columns for mass concrete including cost of all materials, labour
complete as per specificaitons.For Foundation works.RCC bed | Sqm | 6652.8 | 6652.8 | 0.12 | False | None | None | False | None | False | 798.336 | 0 | 3757794 | 141197 | None | PWD SR 2023-24,Volume 1, Addendum 1 Sl.No 3&11 | Providing and removing centering, shuttering, strutting, propping
etc., and removal of form work for foundations, footings, bases of
columns for mass concrete including cost of all materials, labour
complete as per specificaitons.For Foundation works.RCC walls | Sqm | 6652.8 | 6652.8 | 8.65 | False | None | None | False | None | False | 57546.72 | 0 | 3757795 | 141197 | None | PWD SR 2023-24 ,Volume 2, Sl.No 6.34 (pg no 17) | Providing and constructing non load bearing wall with solid concrete
blocks of size 400x100x200mm having a block density not less than
1800kg/m3 having a minimum average compressive strength of 4.00
N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM
1:4, as per IS 2572:2005 including cost of all materials, labour
charges, scaffolding, curing, hire charges of machineries etc.,
complete as per specifications.SBM wall to support perforated slab | Sqm | 1159.2 | 1159.2 | 2.3 | False | None | None | False | None | False | 2666.16 | 0 | 3757796 | 141197 | None | PWD SR 2023-24 ,Volume II, Sl.No 8.3.1 (pg no 41) | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
to brick/stone masonary 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 | Sqm | 371.7 | 371.7 | 126.42 | False | None | None | False | None | False | 46990.314 | 0 | 3757797 | 141197 | None | Rate analysis | Extra for providing and mixing water proofing material in cement
plaster work in proportion recommended by the manufacturers
including cost of material etc as per specifications and as per
directions of the Engineer in-Charge | Sqm | 188.25 | 188.25 | 9.48 | False | None | None | False | None | False | 1784.61 | 0 | 3757798 | 141197 | None | PWD SR 2023-24 ,Volume V, Sl.no 10.1.7 (Page 113) | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 431.55 | 431.55 | 36.7 | False | None | None | False | None | False | 15837.885 | 0 | 3757799 | 141197 | None | PWD SR Common SR Vol-V, Sl.no 10.10.8, (page 117) | Supply and delivery at site special moulded variety PVC tee as per IS
7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its
latest amendments 110 mm dia PVC Tee | Each | 263.55 | 263.55 | 11.0 | False | None | None | False | None | False | 2899.05 | 0 | 3757800 | 141197 | None | Rate analysis | Providing and laying of Cinder of 120mm-150mm size free from
debris and dust, includes procuring,transporation and laying into the
anaerobic filter as per instruction of Engineer-in-charge | Cum | 751.21 | 751.21 | 2.0 | False | None | None | False | None | False | 1502.42 | 0 | 3757801 | 141197 | None | Rate analysis | Supplying/Casting and fixing Precast Reinforced Cement Concrete
perforated slabs (2" dia hole) of following thickness in RCC 1:2:4,
using following HBGS jelly including cost of reinforcement steel in
position, cost of moulding charges, casting of slab.Maintenance covers 600 mm x 600 mm x 50 mm | Each | 271.97 | 271.97 | 3.0 | False | None | None | False | None | False | 815.91 | 0 | 3757802 | 141197 | None | Rate analysis | Supplying/Casting and fixing Precast Reinforced Cement Concrete
perforated slabs (2" dia hole) of following thickness in RCC 1:2:4,
using following HBGS jelly including cost of reinforcement steel in
position, cost of moulding charges, casting of slab,Perforated slabs 485mm X 985mm X 50mm | Each | 265.92 | 265.92 | 8.0 | False | None | None | False | None | False | 2127.36 | 0 | 3757803 | 141197 | None | PWD SR 2023-24 ,Volume II, Sl.No 8.41(pg no 48) | Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :Two coats on
new work over an under coat of suitable shade with ordinary paint of
approved brand and manufacture after thoroughly brooming the
surface to remove all dirt, dust, mortar drops and foreign matter
including preparing the surface even and sand paper smooth, cost of
materials, labour complete as per specifications and as per directions
of Engineer-in-charge. | Sqm | 175.35 | 175.35 | 23.03 | False | None | None | False | None | False | 4038.3105 | 0 | 3757804 | 141197 | None | PWD SR 2021-22 ,Volume VIII, Sl.no 2.3 f (Page 11) | Plantation-Loading and unloading of polythene bagged seedlings:
Loading of polythene bagged seedlings into vehicle at the
nursery site and unloading at site nearest to planting site.
Seedlings raised in 14" X 20" bags | 1000 / Nos | 12202.26 | 12202.26 | 0.588 | False | None | None | False | None | False | 7174.92888 | 0 | 3757805 | 141197 | None | PWD SR 2021-22 ,Volume VIII, Sl.no 2.4 f (Page 12) | Transportation of polythene bagged seedlings in hired
truck from nursery site to plantation site. Seedlings
raised in 14" X 20" bags : Distance upto 10km | 1000 / Nos | 8092.54 | 8092.54 | 0.588 | False | None | None | False | None | False | 4758.41352 | 0 | 3757806 | 141197 | None | PWD SR 2021-22 ,Volume VIII, Sl.no 2.5A f Page 12 | Conveyance of polythene bagged seedlings on head load
from dumping site to planting location, near each
trench/pits (Distance upto 3km) | 1000 / Nos | 13191.56 | 13191.56 | 0.588 | False | None | None | False | None | False | 7756.63728 | 0 | 3757807 | 141197 | None | PWD SR 2021-22 ,Volume VIII, Sl.no 2.6 f (Page 12) | Planting of polythene bagged seedlings after tearing with
blade and removing polythene bags in trenches/pits
including scooping soil to required depth , pressing soil
gently around seedling after planting. | 1000 / Nos | 14296.88 | 14296.88 | 0.588 | False | None | None | False | None | False | 8406.56544 | 0 |
| 1723458611000 | 0 | None | None | Water /sewage treatment tanks | Construction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(COLLECTION TANK) | 48030.97 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3757808 | 141198 | None | PWD SR 023- 24,Volume 1, Sl.No 1.15.1 (pg no 8) | ESTIMATE FOR COLLECTION TANK 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 and 3m.Excavation for soak pit upto 1.5m | Cum | 381.15 | 381.15 | 4.95 | False | None | None | False | None | False | 1886.6925 | 0 | 3757809 | 141198 | None | PWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8) | 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.Excavation for soak pit from 1.5m to 3.0 m | Cum | 446.25 | 446.25 | 2.48 | False | None | None | False | None | False | 1106.7 | 0 | 3757810 | 141198 | None | PWD SR 2023- 24, Volume 1, Sl.No1.2.3 (pg no 54) | Providing and Filling in foundation with granite / trap broken metal
100mm and down size with approved M-Sand including hand
packing, ramming, watering including cost of all materials and labour
with all lead and lift complete as per specifications. | Cum | 2816.1 | 2816.1 | 0.99 | False | None | None | False | None | False | 2787.939 | 0 | 3757811 | 141198 | None | PWD SR 2023-24 ,Volume 1, Sl.No 2.1.2 (pg no 15) | Providing and laying in position plain cement concrete for levelling
course for all works in foundation. The granite/trap/basalt crushed
graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed, laid in layers not exceeding 150 mm
thickness, well compacted using plate vibrators, including all lead &
lifts, cost of all materials of quality, labour, Usage charges of
machineries, curing, and all the other appurtenances required to
complete the work as per technical specifications. (The cost of steel
reinforcement & formwork shall be paid separately.Mix 1:4:8 (M 7.5)
Using 40 mm nominal size graded crushed coarse | Cum | 5947.2 | 5947.2 | 0.45 | False | None | None | False | None | False | 2676.24 | 0 | 3757812 | 141198 | None | PWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11 | Providing and removing centering, shuttering, strutting, propping
etc., and removal of form work for foundations, footings, bases of
columns for mass concrete including cost of all materials, labour
complete as per specificaitons.For Foundation works. PCC foundation | Sqm | 5947.2 | 5947.2 | 0.02 | False | None | None | False | None | False | 118.944 | 0 | 3757813 | 141198 | None | Rate analysis | Precast Concrete Ring Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth
using M-20 grade concrete using clean graded granite or trap or jelly
of approved quality 20mm and down size well compacted including
centering, formwork and plastering for both faces with C.M 1:3
proportion as per design using 6.50mm M.S. coil at the rate of 10
Kgs/ring including cost of steel and fabrication, bailing out of water,
errection etc., complete.For 1.50m dia (clear) rings of steining thickness 0.075mm upto 18 M
depth | Sqm | 1601.22 | 1601.22 | 8.0 | False | None | None | False | None | False | 12809.76 | 0 | 3757814 | 141198 | None | PWD SR 2023-24 ,Volume II, Sl.No 8.3.1 (pg no 41) | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
to brick/stone masonary 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 | Sqm | 371.7 | 371.7 | 12.6 | False | None | None | False | None | False | 4683.42 | 0 | 3757815 | 141198 | None | Rate analysis | Supplying/Casting and fixing Precast Reinforced Cement Concrete
slabs of following thickness in RCC 1:2:4 (one cement, two sand and
four aggregates), using following HBGS jelly including cost of
reinforcement steel in position, cost of moulding charges, casting of
slab, finishing, curing and fixing in position in all floors etc., complete
complying with standard specification and as directed.1650mm dia (top slab) | Each | 3231.17 | 3231.17 | 1.0 | False | None | None | False | None | False | 3231.17 | 0 | 3757816 | 141198 | None | PWR SR 2023- 24,Volume V, 10.1 (Page 113) | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 431.55 | 431.55 | 4.2 | False | None | None | False | None | False | 1812.51 | 0 | 3757817 | 141198 | None | PWD SR Common SR Vol-V, Sl.no 10.10.8, (page 117) | Supply and delivery at site special moulded variety PVC tee as per IS
7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its
latest amendments 110 mm dia PVC Tee | Each | 263.55 | 263.55 | 2.0 | False | None | None | False | None | False | 527.1 | 0 | 3757818 | 141198 | None | PWD SR 2023-24 ,Volume V, Sl.No 13.40.1(pg no 157) | ESTIMATE FOR PUMP-Supply and delivery of Centrifugal pumpset at site brand new best
make and with discharge duty confirming to ISI standards and its
latest amendments(2 HP, Size 65x50 Head 13M, Discharge 462 LPM) | Each | 16390.5 | 16390.5 | 1.0 | False | None | None | False | None | False | 16390.5 | 0 |
| 1723458611000 | 0 | None | None | Water /sewage treatment tanks | Construction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(SOAK PIT) | 20306.42 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3757819 | 141199 | None | PWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8) | ESTIMATE FOR SOAK PIT 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 and 3m.Excavation for soak pit upto 1.5m | Cum | 381.15 | 381.15 | 2.83 | False | None | None | False | None | False | 1078.6545 | 0 | 3757820 | 141199 | None | PWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8) | 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.Excavation for soak pit from 1.5m to 3.0 m | Cum | 446.25 | 446.25 | 1.89 | False | None | None | False | None | False | 843.4125 | 0 | 3757821 | 141199 | None | PWD SR 2023- 24,Volume 1, Sl.No1.2.3 (pg no 54) | Providing and Filling in foundation with granite / trap broken metal
100mm and down size with approved M-Sand including hand
packing, ramming, watering including cost of all materials and labour
with all lead and lift complete as per specifications.soling bed for Soak pit | Cum | 2816.1 | 2816.1 | 0.57 | False | None | None | False | None | False | 1605.177 | 0 | 3757822 | 141199 | None | Rate analysis | Precast Concrete Ring Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth
using M-20 grade concrete using clean graded granite or trap or jelly
of approved quality 20mm and down size well compacted including
centering, formwork and plastering for both faces with C.M 1:3
proportion as per design using 6.50mm M.S. coil at the rate of 10
Kgs/ring including cost of steel and fabrication, bailing out of water,
errection etc., complete.For 1.50m dia (clear) rings of steining thickness 0.075mm upto 18 M
depth | Each | 1601.22 | 1601.22 | 8.0 | False | None | None | False | None | False | 12809.76 | 0 | 3757823 | 141199 | None | Rate analysis | Supplying/Casting and fixing Precast Reinforced Cement Concrete
slabs of following thickness in RCC 1:2:4 (one cement, two sand and
four aggregates), using following HBGS jelly including cost of
reinforcement steel in position, cost of moulding charges, casting of
slab, finishing, curing and fixing in position in all floors etc., complete
complying with standard specification and as directed.1650mm dia (top slab) | Each | 3231.17 | 3231.17 | 1.0 | False | None | None | False | None | False | 3231.17 | 0 | 3757824 | 141199 | None | PWD SR 2023- 24,Volume V, 10.1 (Page 113) | Wastewater pipe-Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 431.55 | 431.55 | 1.1 | False | None | None | False | None | False | 474.705 | 0 | 3757825 | 141199 | None | PWD SR Vol-V, Sl.no 10.10.8, (page 117) | Supply and delivery at site special moulded variety PVC tee as per IS
7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its
latest amendments 110 mm dia PVC Tee | Each | 263.55 | 263.55 | 1.0 | False | None | None | False | None | False | 263.55 | 0 |
| 1723458611000 | 0 | None | None | Water /sewage treatment tanks | Construction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(PERCOLATION DRIAN/REGISTER) | 224492.17 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3757826 | 141200 | None | PWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8) | ESTIMATE FOR PERCOLATE DRAIN 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.PDB register Drain | Cum | 381.15 | 381.15 | 54.29 | False | None | None | False | None | False | 20692.6335 | 0 | 3757827 | 141200 | None | PWD SR 2023-24 ,Volume 1, Sl.No 2.1.2 (pg no 15) | Providing and laying in position plain cement concrete for
levelling course for all works in foundation. The
granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine
mixed, laid in layers not exceeding 150 mm thickness,
well compacted using plate vibrators, including all lead &
lifts, cost of all materials of quality, labour, Usage charges
of machineries, curing, and all the other appurtenances
required to complete the work as per technical
specifications. (The cost of steel reinforcement &
formwork shall be paid separately.Mix 1:4:8 (M 7.5)
Using 40 mm nominal size graded crushed coarse
aggregate | Cum | 5947.2 | 5947.2 | 6.05 | False | None | None | False | None | False | 35980.56 | 0 | 3757828 | 141200 | None | Rate analysis | Precast Concrete Cover 600 mm x 600 mm x 50 mm | Each | 271.97 | 271.97 | 76.0 | False | None | None | False | None | False | 20669.72 | 0 | 3757829 | 141200 | None | PWD SR 2023-24 ,Volume 2, Sl.No 6.33 (pg no 17) | Providing and constructing load bearing wall with Solid
Concrete blocks of size 400x150x200mm having block
density more than 1800kg/m3 and minimum compressive
strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) -
2005 and constructed with CM 1:4 as per IS 2572:2005
including cost of all materials, labour, scaffolding and
curing, usage charges of machinery etc complete as per
specifications | Sqm | 1292.55 | 1292.55 | 66.18 | False | None | None | False | None | False | 85540.959 | 0 | 3757830 | 141200 | None | PWD SR 2023-24 ,Volume II, Sl.No 8.3.1 (pg no 41) | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4
fine sand) to brick/stone masonary 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 | Sqm | 371.7 | 371.7 | 159.68 | False | None | None | False | None | False | 59353.056 | 0 | 3757831 | 141200 | None | Rate analysis | Extra for providing and mixing water proofing material in
cement plaster work in proportion recommended by the
manufacturers including cost of material etc as per
specifications and as per directions of the Engineer in-
Charge | Sqm | 188.25 | 188.25 | 11.98 | False | None | None | False | None | False | 2255.235 | 0 |
| 1723458611000 | 0 | None | None | Water /sewage treatment tanks | Construction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(INTERLOCKING PAVEMENTRAMP AND EMBACKMENT) | 714682.43 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3757832 | 141201 | None | PWD SR 2023- 24,Volume 1, Sl.No1.2.3 (pg no 54) | ESTIMATE FOR INTERLOCKING PAVEMENT Providing and Filling in foundation with granite / trap
broken metal 100mm and down size with approved M-
Sand including hand packing, ramming, watering
including cost of all materials and labour with all lead
and lift complete as per specifications. | Cum | 2816.1 | 2816.1 | 53.2 | False | None | None | False | None | False | 149816.52 | 0 | 3757833 | 141201 | None | PWD SR 2023- 24 ,Volume II, Sl.No 9.25 (pg no 64) | Providing and laying 60mm thick factory made cement
concrete paver block of approved shape and colour of M -30
grade made of C&D waste by block making machine with
vibratory compaction laid in required pattern and including
over 50mm thick compacted bed of coarse sand, filling the
joints with fine sand etc. all complete as per the direction of
Engineer-in-charge | Sqm | 840.0 | 840.0 | 267.63 | False | None | None | False | None | False | 224809.2 | 0 | 3757834 | 141201 | None | PWD SR 2023- 24 ,Volume IV WRD, Sl.No WRD 3.41.1 ( | Providing and constructing 250mm thick dry rubble
stone pitching 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, finishing etc., complete with all lead and
lifts | Sqm | 424.2 | 424.2 | 69.0 | False | None | None | False | None | False | 29269.8 | 0 | 3757835 | 141201 | None | PWD SR 2023-24 ,Volume III , Sl.No 8.2 (b) | Construction of cement concrete kerb with channel
with top and bottom width 115 and 165 mm
respectively, 250 mm high in M 20 grade PCC on M10
grade foundation 150 mm thick, kerb channel 300 mm
wide, 50 mm thick in PCC M20 grade, sloped towards
the kerb, kerb stone with channel laid with kerb laying
machine, foundation concrete laid manually, all
complete as per clause 40 | Cum | 389.55 | 389.55 | 1.6 | False | None | None | False | None | False | 623.28 | 0 | 3757836 | 141201 | None | PWD SR 2023- 24 ,Volume 1, Sl.No 1.8 (pg no 7) | ESTIMATE FOR EMBANKMENT+RAMP 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, including
cost of labour,rolling,water,all materials,usage& all
other appurtenaces required to complete the work | Cum | 497.7 | 497.7 | 200.48 | False | None | None | False | None | False | 99778.896 | 0 | 3757837 | 141201 | None | PWD SR 2023- 24 ,Volume III, Sl.No 3.7 (pg no 17) | Loosening, leveling and Compacting original ground
supporting embankment to facilitate placement of first
layer of embankment, scarified to a depth of 150 mm,
mixed with water at OMC and then compacted by
rolling so as to achieve minimum dry density as given in
Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 86.05 | False | None | None | False | None | False | 9487.0125 | 0 | 3757838 | 141201 | None | PWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8) | 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 and 3m | Cum | 381.15 | 381.15 | 21.0 | False | None | None | False | None | False | 8004.15 | 0 | 3757839 | 141201 | None | PWD SR 2023- 24 ,Volume 1, Sl.No 2.1.2 (pg no 15) | Providing and laying in position plain cement concrete
for levelling course for all works in foundation. The
granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine
mixed, laid in layers not exceeding 150 mm thickness,
well compacted using plate vibrators, including all lead
& lifts, cost of all materials of quality, labour, Usage
charges of machineries, curing, and all the other
appurtenances required to complete the work as per
technical specifications. (The cost of steel
reinforcement & formwork shall be paid separately.Mix
1:4:8 (M 7.5) Using 40 mm nominal size graded crushed
coarse
aggregates | Cum | 5947.2 | 5947.2 | 2.48 | False | None | None | False | None | False | 14749.056 | 0 | 3757840 | 141201 | None | PWD SR 2023- 24 ,Volume 1, Sl.No 2.2.3.(pg no 15) | Providing and laying in position Reinforced 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. (The cost of steel
reinforcement & formwork to be paid separately. M25
Design Mix Using 20 mm nominal size graded crushed
coarse
aggregate | Cum | 6652.8 | 6652.8 | 14.94 | False | None | None | False | None | False | 99392.832 | 0 | 3757841 | 141201 | None | Rate analysis | Extra for providing and mixing water proofing material
in cement plaster work in proportion recommended by
the manufacturers including cost of material etc as per
specifications and as per directions of the Engineer in-
Charge | Cum | 188.25 | 188.25 | 14.94 | False | None | None | False | None | False | 2812.455 | 0 | 3757842 | 141201 | None | PWD SR 2023- 24 Vol I sl. no. 2.11 (h), page 18 | Providing T.M.T steel reinforcement for R.C.C work
including straightening, cutting, bending, hooking,
placing in position, lapping and / or welding wherever
required, tying with binding wire and anchoring to the
adjoining members wherever necessary complete as
per design (laps, hooks and wastage shall not be
measured and paid) including for OHT & reservoier,
cost of materials, labour, HOM of machinery complete
as per specifications | Kg | 82.96 | 82.96 | 747.0 | False | None | None | False | None | False | 61971.12 | 0 | 3757843 | 141201 | None | PWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11 | Providing and removing centering, shuttering, strutting,
propping etc., and removal of form work for
foundations, footings, bases of columns for mass
concrete including cost of all materials, labour complete
as per specificaitons.For Foundation works FOR PCC Base slab | Sqm | 5947.2 | 5947.2 | 0.12 | False | None | None | False | None | False | 713.664 | 0 | 3757844 | 141201 | None | PWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11 | Providing and removing centering, shuttering, strutting,
propping etc., and removal of form work for
foundations, footings, bases of columns for mass
concrete including cost of all materials, labour complete
as per specificaitons.For Foundation works.For RCC base slab and RCC walls | Sqm | 6652.8 | 6652.8 | 1.23 | False | None | None | False | None | False | 8182.944 | 0 | 3757845 | 141201 | None | PWD SR 2023-24 ,Volume III , Sl.No 12.1 | Providing weep holes in Brick masonry/Plain/ Reinforced
concrete abutment, wing wall/ return wall with 100 mm dia
AC pipe, extending through the full width of the structure
with slope of 1V :20H towards drawing foce. Complete as
per drawing and Technical Specifications | Mtr | 144.9 | 144.9 | 35.0 | False | None | None | False | None | False | 5071.5 | 0 |
| 1723458611000 | 0 | None | None | Water /sewage treatment tanks | Construction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(CHAIN LINK FENCING) | 703839.78 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3757846 | 141202 | None | PWD SR 2023- 24,Volume 1, Sl.No 1.15.1 (pg no 8) | 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 Upto 1.5M In ordinary/soft rock without blasting upto
1.5 m depth and 3m | Cum | 381.15 | 381.15 | 34.0 | False | None | None | False | None | False | 12959.1 | 0 | 3757847 | 141202 | None | PWD SR 2023-24 ,Volume 1, Sl.No 2.1.2 (pg no 15) | Providing and laying in position plain cement
concrete for levelling course for all works in
foundation. The granite/trap/basalt crushed
graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed, laid
in layers not exceeding 150 mm thickness,
well compacted using plate vibrators,
including all lead & lifts, cost of all materials of
quality, labour, Usage charges of machineries,
curing, and all the other appurtenances
required to complete the work as per
technical specifications. (The cost of steel
reinforcement & formwork shall be paid
separately.Mix 1:4:8 Using 20 mm nominal size graded
crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 17.0 | False | None | None | False | None | False | 101102.4 | 0 | 3757848 | 141202 | None | PWD 2023-24 VOL-II SR Sl. No 11.60, Pg.No-15 | Providing and fixing G.I. chain link fabricfencing of required width in mesh size 25x25mm made of G.I. wire of dia 3 mm includingstrengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-in-charge | Sqm | 937.65 | 937.65 | 489.6 | False | None | None | False | None | False | 459073.44 | 0 | 3757849 | 141202 | None | PWD 2023-24 VOL-II SR Sl. No 11.57.2, Pg.N-95 | 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
ISA 50x50x6mm @ 4.5kg/m | Kg | 118.65 | 118.65 | 1101.6 | False | None | None | False | None | False | 130704.84 | 0 |
| 1723458611000 | 0 | None | None | Water /sewage treatment tanks | Construction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(FLEXIBLE PAVEMENT) | 1195850.76 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3757850 | 141203 | None | PWD SR 2023- 24 ,Volume 1, Sl.No 1.1 (pg no 5) | ESTIMATE FOR FLEXIBLE PAVEMENT-Earth work in surface excavation for stripping, seating of
bund, Road way, by manual means for lowering & leveling
the ground for all works other than foundation & depth in
all kinds of soil 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 & other appurtenances required to complete the
work | Cum | 95.55 | 95.55 | 205.9 | False | None | None | False | None | False | 19673.745 | 0 | 3757851 | 141203 | None | PWD SR 023- 24 ,Volume III, Sl.No 3.7 (pg no 17) | Loosening, leveling and Compacting original ground
supporting embankment to facilitate placement of first layer
of embankment, scarified to a depth of 150 mm, mixed with
water at OMC and then compacted by rolling so as to
achieve minimum dry density as given in Table 300-2 for
embankment construction | Cum | 110.25 | 110.25 | 41.18 | False | None | None | False | None | False | 4540.095 | 0 | 3757852 | 141203 | None | PWD SR 2023-24 ,Volume 3, Sl.No. 4.2. 401 B.i (Pag | 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 For Grading I Materia | Cum | 2478.0 | 2478.0 | 41.18 | False | None | None | False | None | False | 102044.04 | 0 | 3757853 | 141203 | None | PWD SR 2023-24 ,VoL- 3, Sl.No. 5.2 (502).B.i | Providing and applying primer coat with SS1 grade
Bituminous Emulsion on prepared surface of granular Base
including clearing of road surface and spraying primer at the
rate of 0.90 kg/m2 using mechanical means. | Sqm | 55.65 | 55.65 | 205.9 | False | None | None | False | None | False | 11458.335 | 0 | 3757854 | 141203 | None | PWD SR 2023-24 ,Volume 3, Sl.No. 4.17 P.N-24 | Providing, laying, spreading and compacting graded stones
aggregate to wet mix macadam specifications including pre
mixing the material with water at OMC in mechanical mix
plant carriage of mixed method of tipper to site, laying in
uniform layers with paver in sub-base/base course on well
prepared surface and compacting with vibratory roller to
achieve the desired density complete as per specifications | Cum | 2686.95 | 2686.95 | 30.89 | False | None | None | False | None | False | 82999.8855 | 0 | 3757855 | 141203 | None | PWD SR 2023-24 ,Volume 2, Sl.No 11.16.2(pg no 82) | Estimate of Roof for the Planted Drying Bed-Providing and fixing Steel work in built up
tubular (round, square or
rectangular hollow tubes etc.) trusses etc.,
including cutting, hoisting,
fixing in position and applying a priming coat
of approved steel
primer, including welding and bolted with
special shaped washers etc.
complete. Hot finished seamless type tubes
including cost of materials,
labour, usage charges of machinery complete
as per specifications and
as per directions of the Engineer-in-Charge. | Kg | 154.35 | 154.35 | 4844.5 | False | None | None | False | None | False | 747748.575 | 0 | 3757856 | 141203 | None | PWD SR 2023-24 ,Volume 2, Sl.No 7.38 (pg no 26) | Providing and fixing precoated galvanized
iron profile sheets (size, shape, and pitch of
corrugation as approved by Engineer-in-
charge) 0.50 mm (+ 0.05 %) total coated
thickness with zinc coating 120 grams per m2
as per IS: 277, in 240 mpa steel grade, 5-7
microns epoxy primer on both side of the
sheet and polyester top coat 15-18 microns.
Sheet should
have protective guard film of 25 microns
minimum to avoid scratches
during transportation and should be supplied
in single length upto 12
m or as desired by Engineer-in charge. The
sheet shall be fixed using
self drilling/self tapping screws of size (5.5x
55 mm) with EPDM seal,
complete upto 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
For PDB Roof | Sqm | 596.4 | 596.4 | 295.42 | False | None | None | False | None | False | 176188.488 | 0 | 3757857 | 141203 | None | PWD SR 2023- 24,Volume 2, Sl.No 7.39.6 (pg no 27) | Providing and fixing precoated galvanised
steel sheet roofing
accessories 0.50 mm (+0.05 %) total coated
thickness, Zinc coating
120 grams per m2 as per IS: 277, in 240 mpa
steel grade, 5-7 microns
epoxy primer on both side of the sheet and
polyester top coat 15-18
microns using self drilling/ self tapping
screws complete :
Gutter (600 mm over all girth) | m | 1127.7 | 1127.7 | 45.4 | False | None | None | False | None | False | 51197.58 | 0 |
| 1723458611000 | 0 | None | None | Water /sewage treatment tanks | Construction of 3 KLD Feacal Sludge Treatment plant at Benakatti village in Bagalkot Taluk(OPERTORROOM,TOILET,ELECTIRCALWORK | 920418.52 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3757858 | 141204 | None | PWD SR 2021- 22 ,Volume 1, Sl.No 1.14.1 (pg no 8) | Estimate of Operator Room + Toilet Block 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 | Cum | 381.15 | 381.15 | 105.55 | False | None | None | False | None | False | 40230.3825 | 0 | 3757859 | 141204 | None | PWD SR 2023- 24,Volume 1, Sl.No1.2.3 (pg no 54) | Providing and Filling in foundation with granite / trap
broken metal 100mm and down size with approved M-
Sand including hand packing, ramming, watering
including cost of all materials and labour with all lead
and lift complete as per specifications. | Cum | 2816.1 | 2816.1 | 4.5 | False | None | None | False | None | False | 12672.45 | 0 | 3757860 | 141204 | None | PWD SR 2023- 24 ,Volume 1, Sl.No 2.1.2 (pg no 15) | Providing and laying in position plain cement concrete
for levelling course for all works in foundation. The
granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine
mixed, laid in layers not exceeding 150 mm thickness,
well compacted using plate vibrators, including all lead
& lifts, cost of all materials of quality, labour, Usage
charges of machineries, curing, and all the other
appurtenances required to complete the work as per
technical specifications. (The cost of steel
reinforcement & formwork shall be paid
separately.Mix 1:4:8 (M 7.5) Using 40 mm nominal size
graded crushed coarse
aggregates | Cum | 5947.2 | 5947.2 | 4.1 | False | None | None | False | None | False | 24383.52 | 0 | 3757861 | 141204 | None | PWD SR 2022- 23 ,Volume 1, Sl.No 2.1.4 (pg no 15) | Providing and laying in position plain cement concrete
for levelling course for all works in foundation. The
granite/trap/basalt crushed
graded coarse aggregates and fine aggregates as per
relevant IS Codes machine mixed, laid in layers not
exceeding 150 Mix 1:3:6 (M10) Using 20 mm nominal
size graded crushed coarse
aggregates | Cum | 6527.85 | 6527.85 | 2.25 | False | None | None | False | None | False | 14687.6625 | 0 | 3757862 | 141204 | None | PWD SR 2023- 24 ,Volume 1, Sl.No 2.2.3.(pg no 15) | Providing and laying in position Reinforced 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. (The cost of steel
reinforcement & formwork to be paid separately. M25
Design Mix Using 20 mm nominal size graded crushed
coarse
aggrega | Cum | 6652.8 | 6652.8 | 7.89 | False | None | None | False | None | False | 52490.592 | 0 | 3757863 | 141204 | None | PWD SR 2023- 24 Vol I sl. no. 2.11 (h), page 18) | Providing T.M.T steel reinforcement for R.C.C work
including straightening, cutting, bending, hooking,
placing in position, lapping and / or welding wherever
required, tying with binding wire and anchoring to the
adjoining members wherever necessary comp | Kg | 82.96 | 82.96 | 789.0 | False | None | None | False | None | False | 65455.44 | 0 | 3757864 | 141204 | None | PWD SR 2023- 24,Volume 1, Add- 1 Sl.No 3&11 | Providing and removing centering, shuttering,
strutting, propping etc., and removal of form work for
foundations, footings, bases of columns for mass
concrete including cost of all materials, labour
complete as per specificaitons.For Foundation works.PCC foundation | Sqm | 5947.2 | 5947.2 | 0.21 | False | None | None | False | None | False | 1248.912 | 0 | 3757865 | 141204 | None | PWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11 | Providing and removing centering, shuttering,
strutting, propping etc., and removal of form work for
foundations, footings, bases of columns for mass
concrete including cost of all materials, labour
complete as per specificaitons.For Foundation works.PCC above soiling | Sqm | 6527.85 | 6527.85 | 0.11 | False | None | None | False | None | False | 718.0635 | 0 | 3757866 | 141204 | None | PWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11 | Providing and removing centering, shuttering,
strutting, propping etc., and removal of form work for
foundations, footings, bases of columns for mass
concrete including cost of all materials, labour
complete as per specificaitons.For Foundation works RCC PB,RCC Top slab,RCC Lintel,RCC Chejja | Sqm | 6652.8 | 6652.8 | 4.23 | False | None | None | False | None | False | 28141.344 | 0 | 3757867 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 6.3 (pg no 13) | Providing Brick work with common burnt clay Non
Modular bricks of class designation 3.5 in
superstructure above plinth level in all shapes and
sizes in Cement mortar 1:6 (1 cement : 6 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 | Cum | 9317.7 | 9317.7 | 14.92 | False | None | None | False | None | False | 139020.084 | 0 | 3757868 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 8.3.1 (pg no 41) | Providing 20 mm cement plaster of mix :1:4 (1 cement:
4 fine sand) to brick/stone masonary 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 | Sqm | 371.7 | 371.7 | 160.41 | False | None | None | False | None | False | 59624.397 | 0 | 3757869 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 8.4.2 (pg no 41) | Providing 12mm thick cement plaster in single coat
with cement mortar 1:4, to ceiling including rounding
off corners wherever required smooth rendering, :
Providing and removing scaffolding, including cost of
materials, labour, curing complete as per
specifications. | Sqm | 327.6 | 327.6 | 52.2 | False | None | None | False | None | False | 17100.72 | 0 | 3757870 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 8.2.2 (pg no 41) | Providing rough cement plastering 15mm thick in
single coat with cement mortar 1:6 to brick masonry
for base of dadooing works with sand of approved
quality, providing and removing scaffolding, including
cost of materials, labour, curing complete as per
specifications. | Sqm | 292.95 | 292.95 | 38.22 | False | None | None | False | None | False | 11196.549 | 0 | 3757871 | 141204 | None | Rate analysis | Extra for providing and mixing waterproofing
compound in cement plaster for birck masonry work at
one kg per bag or in the proportion recommended by
the manufacturers, for cement mortar 1:4, 20mm thick
cost of materials complete as per specifications | Sqm | 188.25 | 188.25 | 250.83 | False | None | None | False | None | False | 47218.7475 | 0 | 3757872 | 141204 | None | PWD SR 023- 24 ,Volume I, Sl.No 3.2 Page 23 | Providing cement mortar of mix 1:2 (1 cement : 2
sand) including cost of all materials, labour charges,
HOM of machinery complete as per specifications | Cum | 6550.95 | 6550.95 | 1.13 | False | None | None | False | None | False | 7402.5735 | 0 | 3757873 | 141204 | None | PWD SR 2023- 24,Volume II, Sl.No 9.12.2 (pg no 60) | Providing and laying Vitrified tiles in floor with
different sizes (thickness to be specified by the
manufacturer), with water absorption less than 0.08%
and conforming to IS:15622, of approved brand &
manufacturer, in all colours and shade, laid with
cement based high polymer modified quick set tile
adhesive (water based) conforming to IS : 15477, in
average 6 mm thickness, including grouting of joints
(Payment for grouting of joints to be made separately)
Size of Tile 600x600 mm
Flooring at OR | Sqm | 1202.25 | 1202.25 | 13.5 | False | None | None | False | None | False | 16230.375 | 0 | 3757874 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 9.7.1 (pg no 59) | Providing and fixing 10 mm thick acid and/or alkali
resistant tiles of ap proved make and colour using acid
and/or alkali resisting mortar bedding for Bathrooms:
Toilet: Chemically exposed areas and joints filled with
acid and/or alkali resisting cement as per IS : 4457,
complete as per the direction of Engineer-in- Charge.
Flooring at toilet | Sqm | 1308.3 | 1308.3 | 9.0 | False | None | None | False | None | False | 11774.7 | 0 | 3757875 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 9.39 (pg no 65) | Providing skirting, dadooing, rises of steps with colour
glazed tiles 10mm thick on 10mm thick cement plaster
1:3 and jointed with white cement slurry over existing
rough plaster surface using glazed tiles of approved
make and size including cost of materials, labour,
complete as per specifications.
Dadoing at toilet (Colour glazed tiles 15x15 cms 10 mm
thick) | Sqm | 1521.45 | 1521.45 | 25.5 | False | None | None | False | None | False | 38796.975 | 0 | 3757876 | 141204 | None | PWD SR 023- 24 ,Volume II, Sl.No 11.5.1 (pg no 75) | Providing and fixing 1mm thick M.S. sheet door with
frame of 40x40x6 mm angle iron and 3 mm M.S. gusset
plates at the junctions and corners, all necessary
fittings complete, including applying a priming coat of
approved steel primer. Using M.S. angels 40x40x6 mm
for diagonal braces including cost of materials, labour,
usage charges of machinery complete as per
specifications and as per directions of the Engineer-in-
Charge. | Sqm | 4701.9 | 4701.9 | 6.72 | False | None | None | False | None | False | 31596.768 | 0 | 3757877 | 141204 | None | PWD SR 023- 24,Volume II, Sl.No 11.44 (pg no 91) | Providing and fixing double glazed hermetically sealed
glazing in aluminium windows, ventilators and
partition etc. with 6 mm thick clear float glass both
side, having 12 mm air gap, including providing EPDM
gasket, perforated aluminium spacers, desiccants,
sealant (Both primary and secondary sealant) etc. as
per specifications, drawings and direction of Engineer-
in-charge complete including cost of materials, labour,
usage charges of machinery complete as per
specifications and as per directions of the Engineer-in-
Charge | Sqm | 4562.25 | 4562.25 | 3.41 | False | None | None | False | None | False | 15557.2725 | 0 | 3757878 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 11.34B pg no 86 | Providing and fixing M.S.grill work for windows and
ventilators weighing 21kg/sqm using M.S. flats, or M.S.
square rods, or combination of M.S. flats and square
rods as per approved design, drawing including cutting
steel sections and welding the same to required
pattern with a coat of red lead primer, cost of
materials, fixtures, labour and HOM of machinery
complete as per specifications. | Kg | 192.15 | 192.15 | 71.51 | False | None | None | False | None | False | 13740.6465 | 0 | 3757879 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 8.41(pg no 48) | Painting with synthetic enamel paint of approved
brand and manufacture of required colour to give an
even shade :Two coats on new work over an under
coat of suitable shade with ordinary paint of approved
brand and manufacture after thoroughly brooming the
surface to remove all dirt, dust, mortar drops and
foreign matter including preparing the surface even
and sand paper smooth, cost of materials, labour
complete as per specifications and as per directions of
Engineer-in-charge | Sqm | 175.35 | 175.35 | 160.41 | False | None | None | False | None | False | 28127.8935 | 0 | 3757880 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 8.39(pg no 48) | Providing and applying painting in two coats with
plastic emulsion paint of approved brand shade on
ceiling and / or sloping roof after throughly brushing
the surface, free from mortar drops and other foreign
matter including preparing the surface even and sand
paper smooth, cost of materials, labour, complete as
per specifications. with primer | Sqm | 133.35 | 133.35 | 52.2 | False | None | None | False | None | False | 6960.87 | 0 | 3757881 | 141204 | None | PWD SR 2023- 24,Volume II, Sl.No 14.1.1 pg no 131 | Sanitary Fittings Providing and fixing white vitreous china clay, water
closet Indian type (Squatting pan) of size 580mm
with footrests, 100mm S or P trap, 10 litre low level,
PVC flushing cistern (all are approved make) with
fittings, C. I I M.S brackets, 32mm diameter flush pipe
fittings and clamps, overflow arrangements with
specials and 25mm mosquito proof coupling of
approved design, painting of fittings and brackets,
cutting and making good the wall and floor wherever
required, including cost of materials, labour complete
as per specifications. | Each | 5128.2 | 5128.2 | 2.0 | False | None | None | False | None | False | 10256.4 | 0 | 3757882 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 14.4.1 pg no 13 | Providing and fixing white vitreous china clay, flat
back, lipped front urinal basin of 430x260x350mm
with 5 litres PVC automatic flushing cistern, C. I I M.S
brackets, standard flush pipe and C P. brass spreaders
with brass unions and G.l. clamps complete painting of
fittings and brackets, cutting and making good the wall
and floor wherever required, including cost of
materials, labour complete as per specifications. | Each | 4676.7 | 4676.7 | 1.0 | False | None | None | False | None | False | 4676.7 | 0 | 3757883 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 14.7.1 pg no 132 | Providing and fixing wash basin with C.I. brackets, 15
mm C.P. brass pillar taps, 32 mm C.P. brass waste of
standard pattern, including painting of fittings and
brackets, cutting and making good the walls wherever
require White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3236.1 | 3236.1 | 2.0 | False | None | None | False | None | False | 6472.2 | 0 | 3757884 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 14.29 (pg no136) | Providing and fixing 100 mm sand cast Iron grating for
gully trap. Providing and fixing CI Nahani trap of
approved make conforming to ISI specifications and
construction of Cistern in M-15 as per directions (Rate
is inclusive of cost of materials and fixtures and
conveyance of materials to work spot). - 12.5cms x
7.5cms | Each | 49.35 | 49.35 | 4.0 | False | None | None | False | None | False | 197.4 | 0 | 3757885 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 13.2.2 pg no 117 | Providing and fixing in position brass bib cock of
approved quality 20mm nominal bore including cost of
all materials, labour and HOM of equipments with all
leads complete as per specifications. | Each | 320.25 | 320.25 | 4.0 | False | None | None | False | None | False | 1281.0 | 0 | 3757886 | 141204 | None | PWD SR 2023- 24,Volume II, Sl.No 13.31.2 pg no 122 | Providing and fixing Chorinated Poly Venyl Chloride
(CPVC) pipes having thermal stability for hot and cold
water supply including all CPVC plain and brass
threaded fittings, this includes jointing of pipes and
fittings with one step solvent cement, trenching,
refilling & testing of joints complete. (Internal work). -
20mm nominal OD pipes | m | 254.1 | 254.1 | 20.0 | False | None | None | False | None | False | 5082.0 | 0 | 3757887 | 141204 | None | PWD SR 2023- 24 ,Vol II, Sl.No 13.31.6 pg no 122 | Providing and fixing Chorinated Poly Venyl Chloride
(CPVC) pipes having thermal stability for hot and cold
water supply including all CPVC plain and brass
threaded fittings, this includes jointing of pipes and
fittings with one step solvent cement, trenching,
refilling & testing of joints complete. (Internal work). -
50mm nominal OD pipes | m | 820.05 | 820.05 | 15.0 | False | None | None | False | None | False | 12300.75 | 0 | 3757888 | 141204 | None | PWD SR 2023- 24 ,Volume II, Sl.No 13.34 pg no 123 | Water Storage Tank Providing and placing on terrace (at all floor levels)
polyethylene water storage tank, IS : 12701 marked,
with cover and suitable locking arrangement and
making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for
tank. | Ltr | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 | 3757889 | 141204 | None | PWD SR 2023- 24 ,Volume 1,Sl.No 1.1 (pgno 5) | Estimate of Electrical Work for Operator Room, Toilet Block and Street Lights-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. | Cum | 95.55 | 95.55 | 31.5 | False | None | None | False | None | False | 3009.825 | 0 | 3757890 | 141204 | None | PWD SR VOL-VI sl.no 07 (page No. 116) | EARTHING-Supplying fixing and wiring earth electrode for grounding of lifts,
transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long
GI pipe with GI funnel with mesh and suitable size reducer fixed on
the top of the earth electrode. The funnel should be enclosed in a CC
chamber of 400x400x400mm with a cast iron cover. The earth
electrode shall have staggered holes of 12mm dia and the electrode
should be covered 150mm all-round with alternate layers of salt and
charcoal from the bottom of the CC chamber. The connection from
the electrode is to be established through GI strip using GI bolts and
nuts.Supplying and running of GI/Copper strips for grounding connections,
using necessary fixing materials as required. GI strip | No | 4687.2 | 4687.2 | 1.0 | False | None | None | False | None | False | 4687.2 | 0 | 3757891 | 141204 | None | PWD SR 2023-24 VOL-VI It.No-12.58.2 P No-54 | GI/Copper strips for grounding connections, using necessary fixing materials as required.25 x 3 mm GI strip | m | 86.1 | 86.1 | 5.0 | False | None | None | False | None | False | 430.5 | 0 | 3757892 | 141204 | None | PWD SR 2023-24 VOL-VI It.No-12.58.6 Pno-55 | GI/Copper strips for grounding connections, using necessary fixing materials as required. 600 x 600 x 3 mm GI Plate | Each | 918.75 | 918.75 | 1.0 | False | None | None | False | None | False | 918.75 | 0 | 3757893 | 141204 | None | PWD Electrical SoR 2023-24 (Item No.1.2.4 p no-02 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe
……mm dia .mm 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 40 mm dia 2.5 mm thick | m | 154.35 | 154.35 | 10.0 | False | None | None | False | None | False | 1543.5 | 0 | 3757894 | 141204 | None | PWD Electrical SoR 2023-24 (Item No.2.3.7 p no-06 | Wiring for lighting/power circuit using one of FRLS PVC insulated
1100V grade, multistrand copper wire with lowconductor resistance
single core in open or concealed system of wiring with specified IS-
694:confirming to latest amendments. | m | 333.9 | 333.9 | 10.0 | False | None | None | False | None | False | 3339.0 | 0 | 3757895 | 141204 | None | PWD Electrical SoR 2023-24 (Item No.5.17.1 p no 17 | Supplying and fixing regular MCCB distribution Panel
confirming to IS/IEC 61439 - 3 and IK09 tested as per IS/IEC 62262
with minimum IP43 protection provided with Polyurethane (PUR)
gasket, with suitable earthing system, on wall/wood board/flush
mounting using required cl A , bolts, nuts, etc., with provision for
fixing of suitable type capacity MCCB's as an incomer for 3 phase
Double door with necessary bus bar completely wired to use on 440V
3phase 4 wire powder coated painting etc., complete with a
provision for fixing of single/three phase suitable capacity MCB's as
outgoings confirming to IS/IEC 60898 - 2.4WAY | Each | 10845.45 | 10845.45 | 1.0 | False | None | None | False | None | False | 10845.45 | 0 | 3757896 | 141204 | None | PWD Electrical SoR 2023-24 (Item No.3.5.4 p no-8 | Supplying and fixing superior quality modular switch mounting
polycarbonate plate with necessary supporting back plate with
required nos. of machine screws, bolts nuts etc., complete on the
existing metal/PVC box.
6 Module | Each | 256.2 | 256.2 | 1.0 | False | None | None | False | None | False | 256.2 | 0 | 3757897 | 141204 | None | PWD Electrical SoR 2023-24 (Item No.5.18.1 p no 17 | 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.
6-32Amps SP | Each | 435.75 | 435.75 | 3.0 | False | None | None | False | None | False | 1307.25 | 0 | 3757898 | 141204 | None | PWD Electrical SoR 2023-24 (Item No.2.2.1 p no 5 | Point wiring using Copper wire with switch. Supplying and wiring
adopting loop system in existing PVC Conduit/ casing capping using
1100V grade, COPPER conductor flexible multistrand FRLS PVC
insulated, 2 X1.5Sq.mm Cable confirming to the GTP, 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. GROUP A Short point upto 3Mtr from tapping point to out let via switch | Point | 282.45 | 282.45 | 1.0 | False | None | None | False | None | False | 282.45 | 0 | 3757899 | 141204 | None | PWD Electrical SoR 2023-24 (Item No.2.3.3 p no 105 | Wiring for lighting/power circuit using one of FRLS PVC insulated
1100V grade, multistrand Copper with low conductor resistance
single core wire in open or concealed system of wiring with
specified IS-694:1990 & confirming to GTP of GROUP -A.2.5 sqmm | m | 44.1 | 44.1 | 70.0 | False | None | None | False | None | False | 3087.0 | 0 | 3757900 | 141204 | None | PWD Electrical SoR 2023-24 (Item No.11.3.2 p no 43 | 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 LED light fitting 1 x4'- 20/22 w
electrical condition | Each | 724.5 | 724.5 | 3.0 | False | None | None | False | None | False | 2173.5 | 0 | 3757901 | 141204 | None | PWD Electrical SoR 2023-24 (Item No.4.2.3 p no 11 | Fabricating, supplying and erection of . ms long hot dip Galvanized
Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate
for shaft, IS 2062 for base plate with door opening arrangements,
including suitable boards, Bakelite sheet and MCBs as per IS
specifications suitable to withstand the wind speed of 47 m/s for
.m Pole in single section and single joint welded as per IS
9595/IS10178AWS having dimensions bottom . mm , top. mm
with 3 mm thick, suitable base plate and 4Nos of . long J bolts
along with template and the Pole shall be hot dip galvanized in single
dipping with not less than 65micron as per ASTM-A123 and 153 etc.,
(excluding foundation) as per drawing appended. 5meters - Top 75mm and bottom 125 mm dia | No | 9314.55 | 9314.55 | 5.0 | False | None | None | False | None | False | 46572.75 | 0 | 3757902 | 141204 | None | PWD Electrical SoR 2023-24 (Item No.11.9.1 P no 46 | Supply of LED floodlight luminaire with pressure die cast aluminium
housing body for optimal thermal dissipation. Lamp compartment
comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output
Rated life Burning Hrs 50000 hr Lumen Maintenance of 70%, CCT 500K, IP 66 optical and electrical compartment & impact resistance
of complete luminaire IK08. Power Factor with mains, Surge
Protection- Min 5KV along with Over voltage Overload, short circuit
miss-wiring protection.Compatible for pole mauling with outer dia of
40mm to 50mm. Universal Voltage driver to operate wide voltage
range from 100 V to 270V 50/60Hz application. Compliance to IS
10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL
approved MCPCB Top access street light with single screw to ensure
ease of maintenance at the sight site location with minimized
minimal tools. LED Light fixture with . W System Power
consumption. LED Efficiency 1301mw, nominal CRI 75. Luminaire
manufacturer should have in- house facility accredited by NABL /
CPRI & any Government certified agency & Design & Development
facility certified by ISO 9001:2008. Housing with supplier word mark /
name shall be Engraved / Embossing on the die cast housing / Body
part Warranty of 2 Years against any manufacturing defect working
under standard electrical conditions as mentioned above should be
given by LED manufacturer & Cree/Nichia/
LED Floodlight 70W | Each | 7106.4 | 7106.4 | 3.0 | False | None | None | False | None | False | 21319.2 | 0 | 3757903 | 141204 | None | PWD SR 2023- 24 ,Volume 1, Sl.No 2.2.1 (pg no 15) | 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
RCC footing for street light pole erection | Cum | 6601.35 | 6601.35 | 0.38 | False | None | None | False | None | False | 2508.513 | 0 | 3757904 | 141204 | None | PWD SR 2023- 24 Vol I sl. no. 2.11 (h), page 18 | Providing T.M.T steel reinforcement for R.C.C work including
straightening, cutting, bending, hooking, placing in position, lapping
and / or welding wherever required, tying with binding wire and
anchoring to the adjoining members wherever necessary complete as
per design (laps, hooks and wastage shall not be measured and paid)
including for OHT & reservoier, cost of materials, HOM of machinery
complete as per specifications. | Kg | 82.96 | 82.96 | 37.5 | False | None | None | False | None | False | 3111.0 | 0 | 3757905 | 141204 | None | PWD SR 2023- 24,Volume 1, Addendum 1 Sl.No 3&11 | Providing and removing centering, shuttering, strutting, propping
etc., and removal of form work for foundations, footings, bases of
columns for mass concrete including cost of all materials, labour
complete as per specificaitons.
RCC footing for street light pole erection | Sqm | 6652.8 | 6652.8 | 0.02 | False | None | None | False | None | False | 133.056 | 0 | 3757906 | 141204 | None | rate anaylisis | Stainless Steel Screen and end capProviding, fabricating,fixing of SS Screens using SS 304 bars, 20
mm spacing of 4 mm thick with handle (7.5kg) including cost of
material, transportation, labour charges etc complete as per
direction of Engineer in charge | Each | 80800.0 | 80800.0 | 1.0 | False | None | None | False | None | False | 80800.0 | 0 |
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