tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1720260103000 | 0 | None | None | Roads | ROAD WORK | 24279560.82 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3468717 | 123716 | None | Vol-III I No. 2.5 ii (a) Page No. 9 | 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 | 100 Sqm | 412.65 | 412.65 | 40.44 | False | None | None | False | None | False | 16687.566 | 0 | 3468718 | 123716 | None | Vol-I I No. 1.12 Page No 8 | 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 | Cum | 99.75 | 99.75 | 5156.1 | False | None | None | False | None | False | 514320.975 | 0 | 3468719 | 123716 | None | Vol-III I No. 3.7 Page 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 | 631.88 | False | None | None | False | None | False | 69664.77 | 0 | 3468720 | 123716 | None | Vol-III I No. 3.6 Page No. 17 | Construction of sub-grade and earthen shoulders with approved
material obtained from borrow pits with all lifts & leads,
transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 6763.75 | False | None | None | False | None | False | 3501255.1875 | 0 | 3468721 | 123716 | None | Vol-III I No. 4.1 A (v) Page No. 23 | Construction of Granular Sub-Base of required grading as
per design mixing in a mechanical mix plant at OMC, carriage
of mixed Material to work site, spreading in uniform layers
with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete
as per clause 401 For Grading -V Material | Cum | 2611.35 | 2611.35 | 2687.57 | False | None | None | False | None | False | 7018185.9195 | 0 | 3468722 | 123716 | None | Vol-III I No. 4.17 Page No. 26 | 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. | Cum | 2686.95 | 2686.95 | 2316.88 | False | None | None | False | None | False | 6225340.716 | 0 | 3468723 | 123716 | None | Vol-III I No. 5.1 A (i) Page No. 31 | Providing and applying primer coat with SS1 grade Bitumen
Emulsion on prepared surface of granular base including
cleaning of road surface and spraying primer at the rate of 0.70
kg/m2 using mechanical means. | Sqm | 43.05 | 43.05 | 9267.5 | False | None | None | False | None | False | 398965.875 | 0 | 3468724 | 123716 | None | Vol-III I No. 5.8 (ii) C Page No. 33 | Providing and laying Bituminous Macadam with 40/60 TPH
capacity hot mix plant using crushed aggregates of specified
grading premixed with bituminous binder VG-30 @ 3.4% by
weight of mix, transported to site, laid over a previously prepared
surface with mechanical paver finisher to the required grade,
level and alignment and rolled as per clauses 501.6 and 501.7 to
achieve the desired compaction
grade, level and alignment and rolled as per clauses 501.6 and
501.7 to achieve the desired compaction | Cum | 8044.05 | 8044.05 | 463.38 | False | None | None | False | None | False | 3727451.889 | 0 | 3468725 | 123716 | None | Vol-III I No. 5.3 (i) Page No. 31 | Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.20 kg/m2 on
the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.6 | 12.6 | 9267.5 | False | None | None | False | None | False | 116770.5 | 0 | 3468726 | 123716 | None | Vol-III I No. 5.31 Page No. 43 | Providing and laying Semi Dense Bituminous Concrete with
40/60 TPH capacity hot mix plant batch type using crushed
aggregates of specified grading premixed with bituminous binder
VG-30 @ 5% by weight of mix and filler, transported to site,
laid over a previously prepared surface with mechanical paver
finisher to the required grade, level and alignment and rolled as
per MoRTH V revision. | Cum | 10659.6 | 10659.6 | 231.69 | False | None | None | False | None | False | 2469722.724 | 0 | 3468727 | 123716 | None | Vol-III I No. 8.16 (ii) Page No. 67 | Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including
painting and printing etc Ordinary kilometer stone (precast) | Each | 3073.35 | 3073.35 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 | 3468728 | 123716 | None | Vol-III I No. 8.16 (iii) Page No. 67 | Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including
painting and printing etc 200 m stone (precast) | Each | 884.1 | 884.1 | 8.0 | False | None | None | False | None | False | 7072.8 | 0 | 3468729 | 123716 | None | Vol-III I No. 8.15 Page No. 67 | Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/m2
area, thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC:35:2015.The finished surface to be level,
uniform and free from streaks and holes. | Sqm | 556.5 | 556.5 | 337.0 | False | None | None | False | None | False | 187540.5 | 0 | 3468730 | 123716 | None | Vol-III I No. 8.7 Page No. 65 | Providing and erecting direction and place identification retroreflectorised
sign as per IRC:67:2022 made of high intensity
grade sheeting vide clause 801.3, fixed over aluminium
sheeting, 2 mm thick or Aluminium composite material sheet
with overall thickness of 4mm with area not exceeding 0.9
m2 fixed over back support frame of min 35 x 35 x 3mm angle
mounted on a mild steel circular pipe 65 NB, firmly fixed to the
ground by means of properly designed foundation with M25
grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 9460.5 | 9460.5 | 2.16 | False | None | None | False | None | False | 20434.68 | 0 |
| 1720260103000 | 0 | None | None | Roads | 2 Vent 1200mm dia Pipe Culverts 2 Nos | 1331166.27 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3468731 | 123717 | None | Vol-I I No. 1.14.1 Page 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 all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 114.34 | False | None | None | False | None | False | 12245.814 | 0 | 3468732 | 123717 | None | Vol-I I No. 2.1.4 Page 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 14.29 | False | None | None | False | None | False | 93282.9765 | 0 | 3468733 | 123717 | None | Vol-I I No. 2.5.1 Page No. 16 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 61.39 | False | None | None | False | None | False | 427366.485 | 0 | 3468734 | 123717 | None | Vol-I S R Sl No. 8 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Culverts (Head walls) add 8% | Cum | 556.92 | 556.92 | 61.39 | False | None | None | False | None | False | 34189.3188 | 0 | 3468735 | 123717 | None | Vo-III I No. 16.15 (a) Page No. 146 | Providing and laying reinforced cement concrete pipe NP3
for culverts on first class bedding of granular material in
single row including fixing collar with cement mortar 1:2
but excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and parapets
Clause 1101.6. 1200mm dia | m | 8846.25 | 8846.25 | 40.0 | False | None | None | False | None | False | 353850.0 | 0 | 3468736 | 123717 | None | Vol-I I No 2.11 (h) Page 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 | t | 82961.55 | 82961.55 | 1.84 | False | None | None | False | None | False | 152649.252 | 0 | 3468737 | 123717 | None | Vol-I I no. 1.8 Page No. 7 | 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 | 81.9 | False | None | None | False | None | False | 40761.63 | 0 | 3468738 | 123717 | None | Vol-III I No. 14.4 (A) Page no 129 | Providing and laying Pitching on slopes laid over prepared
filter media including boulder apron laid dry in front of toe
of embankment complete as per drawing and Technical
specifications Stone/Boulder | Cum | 2007.6 | 2007.6 | 108.0 | False | None | None | False | None | False | 216820.8 | 0 |
| 1720260103000 | 0 | None | None | Roads | Box Culvert | 6407945.52 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3468739 | 123718 | None | P:8, I.No 1.14.1 PWD SR 2023-24 Volume 1 | 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
Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition | Cum | 107.1 | 107.1 | 569.42 | False | None | None | False | None | False | 60984.882 | 0 | 3468740 | 123718 | None | P:17, I.No 3.6 PWD SR 2023-24 Volume 3 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 288.6 | False | None | None | False | None | False | 149393.79 | 0 | 3468741 | 123718 | None | P:15, I.No 2.2.1 PWD SR 2023-24 Volume 1 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 67.69 | False | None | None | False | None | False | 446845.3815 | 0 | 3468742 | 123718 | None | P:15, I.No 2.2.3PWD SR 2023-24 Volume 1 | 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 | 132.95 | False | None | None | False | None | False | 884489.76 | 0 | 3468743 | 123718 | None | Vol-I S R Sl no. 6 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Box Culverts add 20% | Cum | 1330.56 | 1330.56 | 132.95 | False | None | None | False | None | False | 176897.952 | 0 | 3468744 | 123718 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 129.94 | False | None | None | False | None | False | 933638.391 | 0 | 3468745 | 123718 | None | Vol-I S R Sl No. 6 page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Box Culverts add 20% | Cum | 1437.03 | 1437.03 | 129.94 | False | None | None | False | None | False | 186727.6782 | 0 | 3468746 | 123718 | None | P:18, I.No 2.11 C PWD SR 2023-24 Volume 1 | 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. Sub structure of Bridges | t | 90754.65 | 90754.65 | 28.46 | False | None | None | False | None | False | 2582877.339 | 0 | 3468747 | 123718 | None | P:17, I.No 3.4 PWD SR 2023-24 Volume 3 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator | Sqm | 5.25 | 5.25 | 55.0 | False | None | None | False | None | False | 288.75 | 0 | 3468748 | 123718 | None | P:26, I.No 4.17 PWD SR 2023-24 Volume 3 | 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. | Cum | 2686.95 | 2686.95 | 8.25 | False | None | None | False | None | False | 22167.3375 | 0 | 3468749 | 123718 | None | P:149, I.No 16.28 PWD SR 2023-24 Volume 3 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7091.7 | 7091.7 | 8.25 | False | None | None | False | None | False | 58506.525 | 0 | 3468750 | 123718 | None | P.No:121 I.No 13.7 PWD SR 2023-24 Volume 3 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification | No | 3434.55 | 3434.55 | 28.0 | False | None | None | False | None | False | 96167.4 | 0 | 3468751 | 123718 | None | P.No:117 I.No 12.2 PWD SR 2023-24 Volume 3 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical Specifications | m | 250.95 | 250.95 | 14.0 | False | None | None | False | None | False | 3513.3 | 0 | 3468752 | 123718 | None | P.No:67 I.No 8.18 PWD SR 2023-24 Volume 3 | Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | Each | 785.4 | 785.4 | 80.0 | False | None | None | False | None | False | 62832.0 | 0 | 3468753 | 123718 | None | P.No:129 I.No 14.1 PWD SR 2023-24 Volume 3 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. | Cum | 2007.6 | 2007.6 | 84.65 | False | None | None | False | None | False | 169943.34 | 0 | 3468754 | 123718 | None | P.No:129 I.No 14.5 PWD SR 2023-24 Volume 3 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | Cum | 3187.8 | 3187.8 | 120.65 | False | None | None | False | None | False | 384608.07 | 0 | 3468755 | 123718 | None | Vol-III I No. 13.2 Page No. 121 | Providing and laying Cement concrete wearing coat M-30 grade
including reinforcement complete as per drawing and Technical
Specifications. (Batching Plant) | Cum | 14669.55 | 14669.55 | 12.82 | False | None | None | False | None | False | 188063.631 | 0 |
| 1720260103000 | 0 | None | None | Roads | ROUTINE MAINTENCES ACTIVITES FOR THIRD YEAR | 579046.45 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3468756 | 123719 | None | Vol 3 SR It No. 2.5 (ii) a Page No. 9 | 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 | 100 Sqm | 412.65 | 412.65 | 40.44 | False | None | None | False | None | False | 16687.566 | 0 | 3468757 | 123719 | None | Vol 1 SR It No. 1.12 Page No. 8 | 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 | 99.75 | 99.75 | 1364.85 | False | None | None | False | None | False | 136143.7875 | 0 | 3468758 | 123719 | None | Vol 3 SR It No. 10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 164.85 | 164.85 | 92.68 | False | None | None | False | None | False | 15278.298 | 0 | 3468759 | 123719 | None | Vol 3 SR It No. 3.6 Page No. 17 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 674.0 | False | None | None | False | None | False | 348896.1 | 0 | 3468760 | 123719 | None | LUmpsum | Increase in SR rates @ at 4%/annum (4x3) | LS | 62040.69 | 62040.69 | 1.0 | False | None | None | False | None | False | 62040.69 | 0 |
| 1720260103000 | 0 | None | None | Roads | ROUTINE MAINTENCES ACTIVITES FOR FOURTH YEAR | 614221.32 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3468761 | 123720 | None | Vol 3 SR It No. 2.5 (ii) a Page No. 9 | 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 | 100 Sqm | 412.65 | 412.65 | 33.7 | False | None | None | False | None | False | 13906.305 | 0 | 3468762 | 123720 | None | Vol 1 SR It No. 1.12 Page No. 8 | 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 | 99.75 | 99.75 | 1364.85 | False | None | None | False | None | False | 136143.7875 | 0 | 3468763 | 123720 | None | Vol 3 SR It No. 10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 164.85 | 164.85 | 185.35 | False | None | None | False | None | False | 30554.9475 | 0 | 3468764 | 123720 | None | Vol 3 SR It No. 3.6 Page No. 17 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 674.0 | False | None | None | False | None | False | 348896.1 | 0 | 3468765 | 123720 | None | Lumpsum | Increase in SR rates @ at 4%/annum (4x4) | LS | 84720.18 | 84720.18 | 1.0 | False | None | None | False | None | False | 84720.18 | 0 |
| 1720260103000 | 0 | None | None | Roads | ROUTINE MAINTENCES ACTIVITES FOR FIFTH YEAR | 650395.84 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3468766 | 123721 | None | Vol 3 SR It No. 2.5 (ii) a Page No. 9 | 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 | 100 Sqm | 412.65 | 412.65 | 26.96 | False | None | None | False | None | False | 11125.044 | 0 | 3468767 | 123721 | None | Vol 1 SR It No. 1.12 Page No. 8 | 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 | 99.75 | 99.75 | 1364.85 | False | None | None | False | None | False | 136143.7875 | 0 | 3468768 | 123721 | None | Vol 3 SR It No. 10.4 Page No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 164.85 | 164.85 | 278.02 | False | None | None | False | None | False | 45831.597 | 0 | 3468769 | 123721 | None | Vol 3 SR It No. 3.6 Page No. 17 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 674.0 | False | None | None | False | None | False | 348896.1 | 0 | 3468770 | 123721 | None | Lumpsum | Increase in SR rates @ at 4%/annum (4x5) | LS | 108399.31 | 108399.31 | 1.0 | False | None | None | False | None | False | 108399.31 | 0 |
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