| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1719231799000 | 1 | None | None | Other Works | Package Tender for 1)Construction of retaining wall near Surabhi house at Thodla Gudde of 15th Kunjathbail ward in MCC limits | 421903.45 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3338340 | 117203 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.All kinds of soils. Depth upto 3 m(Page No. 5 Item No.-1.4.2 common SR 2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 97.44 | False | None | None | False | None | False | 26410.1376 | 0 | | 3338341 | 117203 | None | code02 | 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 40 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.1.2 common SR 2023-24 VOLUME-1 ). | Cum | 6343.68 | 6343.68 | 5.22 | False | None | None | False | None | False | 33114.0096 | 0 | | 3338342 | 117203 | None | code03 | Providing Thermo-Mechanically Treated bars of grade Fe-550D Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Page No.18 Item No.-2.11 Building SR 2023-24 VOLUME-2 ). | Tonne | 88492.32 | 88492.32 | 1.64 | False | None | None | False | None | False | 145127.4048 | 0 | | 3338343 | 117203 | None | code04 | 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(PWDSR 2021-22,Vol-3,Pg 118 & item no 12.2) | Rmtr | 267.68 | 267.68 | 11.25 | False | None | None | False | None | False | 3011.4 | 0 | | 3338344 | 117203 | None | code05 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m
height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all othe appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)(PWDSR 2022-23,Vol-1,Pg 16 & item no 2.4.2) | Cum | 7789.94 | 7789.94 | 26.13 | False | None | None | False | None | False | 203551.1322 | 0 | | 3338345 | 117203 | None | code06 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD Common SR 2023-24, Volume 1, Pg 7 & item no 1.9) | Cum | 297.92 | 297.92 | 35.88 | False | None | None | False | None | False | 10689.3696 | 0 |
| | 1719231799000 | 1 | None | None | Other Works | Package Tender for 2)Construction of retaining wall near Shri Saidhama house at Thodalagudde of 15th Kunjathbail ward in MCC limits | 421465.33 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3338346 | 117204 | None | code01 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (PWDSR 2023-24,Vol-3,Pg 160 & item no 17-B(2)) | hr | 179.2 | 179.2 | 25.0 | False | None | None | False | None | False | 4480.0 | 0 | | 3338347 | 117204 | None | code02 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.All kinds of soils. Depth upto 3 m(Page No. 5 Item No.-1.4.2 common SR 2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 88.02 | False | None | None | False | None | False | 23856.9408 | 0 | | 3338348 | 117204 | None | code03 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(PWDSR 2023-24,Vol-2,Pg 175 & item no 17.1) | Cum | 1122.24 | 1122.24 | 9.9 | False | None | None | False | None | False | 11110.176 | 0 | | 3338349 | 117204 | None | code04 | Providing and laying in position plain cement concrete Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates 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)(PWD Common SR 2023-24, Volume 1, Pg 15 & item no 2.1.2) | Cum | 6343.68 | 6343.68 | 5.94 | False | None | None | False | None | False | 37681.4592 | 0 | | 3338350 | 117204 | None | code05 | 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. (PWDSR Buildings 2023-24, Volume 2, Pg 18 & item no 2.11(H) | Tonne | 88492.32 | 88492.32 | 1.77 | False | None | None | False | None | False | 156631.4064 | 0 | | 3338351 | 117204 | None | code06 | 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(PWDSR 2021-22,Vol-3,Pg 118 & item no 12.2) | Rmtr | 267.68 | 267.68 | 7.5 | False | None | None | False | None | False | 2007.6 | 0 | | 3338352 | 117204 | None | code07 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately), (PWD Common SR 2023-24, Volume 1, Pg 15 & item no 2.2.1) | Cum | 7745.58 | 7745.58 | 22.68 | False | None | None | False | None | False | 175669.7544 | 0 | | 3338353 | 117204 | None | code08 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD Common SR 2023-24, Volume 1, Pg 7 & item no 1.9) | Cum | 297.92 | 297.92 | 33.66 | False | None | None | False | None | False | 10027.9872 | 0 |
| | 1719231799000 | 1 | None | None | Other Works | Package Tender for 3)Development of road near Nirmala Sowrda house at K.C Alwa Layout of 15th Kunjathbail ward in MCC limits | 421688.45 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3338354 | 117205 | None | code01 | 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. (PWD Common SR 2023-24, Volume 1, Pg 5 & item no 1.12) | Cum | 106.4 | 106.4 | 43.66 | False | None | None | False | None | False | 4645.424 | 0 | | 3338355 | 117205 | None | code02 | 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.(PWDSR 2023-24,Vol-3,Pg 19 & item no 4.1(i)) | Cum | 2786.56 | 2786.56 | 21.83 | False | None | None | False | None | False | 60830.6048 | 0 | | 3338356 | 117205 | None | code03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. (PWDSR 2023-24 ,Vol-3 Pg 49 & item no 6.1) | Cum | 5510.4 | 5510.4 | 21.83 | False | None | None | False | None | False | 120292.032 | 0 | | 3338357 | 117205 | None | code04 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid (PWDSR 2023-24 ,Vol-3 Pg 51 & item no 6.6) | Cum | 7586.88 | 7586.88 | 30.98 | False | None | None | False | None | False | 235041.5424 | 0 | | 3338358 | 117205 | None | code05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWDSR 2023-24 ,Vol-1 Pg 7 & item no 1.9) | Cum | 297.92 | 297.92 | 2.95 | False | None | None | False | None | False | 878.864 | 0 |
| | 1719231799000 | 0 | None | None | Other Works | Package Tender for 1)Construction of retaining wall near Surabhi house at Thodla Gudde 2)Construction of retaining wall near Shri Saidhama house at Thodlagudde 3)Development of road near Nirmala Sowrda house at K.C Alwa Layout of 15th Kunjathbail ward in MCC limits | 1265057.23 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3338360 | 117206 | None | code01 | 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. (PWD Common SR 2023-24, Volume 1, Pg 5 & item no 1.12) | Cum | 106.4 | 106.4 | 43.66 | False | None | None | False | None | False | 4645.424 | 0 | | 3338361 | 117206 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.All kinds of soils. Depth upto 3 m(Page No. 5 Item No.-1.4.2 common SR 2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 97.44 | False | None | None | False | None | False | 26410.1376 | 0 | | 3338359 | 117206 | None | code01 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (PWDSR 2023-24,Vol-3,Pg 160 & item no 17-B(2)) | hr | 179.2 | 179.2 | 25.0 | False | None | None | False | None | False | 4480.0 | 0 | | 3338362 | 117206 | None | code02 | 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 40 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.1.2 common SR 2023-24 VOLUME-1 ). | Cum | 6343.68 | 6343.68 | 5.22 | False | None | None | False | None | False | 33114.0096 | 0 | | 3338363 | 117206 | None | code02 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.All kinds of soils. Depth upto 3 m(Page No. 5 Item No.-1.4.2 common SR 2023-24 VOLUME-1 ). | Cum | 271.04 | 271.04 | 88.02 | False | None | None | False | None | False | 23856.9408 | 0 | | 3338364 | 117206 | None | code02 | 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.(PWDSR 2023-24,Vol-3,Pg 19 & item no 4.1(i)) | Cum | 2786.56 | 2786.56 | 21.83 | False | None | None | False | None | False | 60830.6048 | 0 | | 3338365 | 117206 | None | code03 | Providing Thermo-Mechanically Treated bars of grade Fe-550D Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Page No.18 Item No.-2.11 Building SR 2023-24 VOLUME-2 ). | Tonne | 88492.32 | 88492.32 | 1.64 | False | None | None | False | None | False | 145127.4048 | 0 | | 3338366 | 117206 | None | code03 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(PWDSR 2023-24,Vol-2,Pg 175 & item no 17.1) | Cum | 1122.24 | 1122.24 | 9.9 | False | None | None | False | None | False | 11110.176 | 0 | | 3338367 | 117206 | None | code03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. (PWDSR 2023-24 ,Vol-3 Pg 49 & item no 6.1) | Cum | 5510.4 | 5510.4 | 21.83 | False | None | None | False | None | False | 120292.032 | 0 | | 3338368 | 117206 | None | code04 | 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(PWDSR 2021-22,Vol-3,Pg 118 & item no 12.2) | Rmtr | 267.68 | 267.68 | 11.25 | False | None | None | False | None | False | 3011.4 | 0 | | 3338370 | 117206 | None | code04 | Providing and laying in position plain cement concrete Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates 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)(PWD Common SR 2023-24, Volume 1, Pg 15 & item no 2.1.2) | Cum | 6343.68 | 6343.68 | 5.94 | False | None | None | False | None | False | 37681.4592 | 0 | | 3338369 | 117206 | None | code04 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid (PWDSR 2023-24 ,Vol-3 Pg 51 & item no 6.6) | Cum | 7586.88 | 7586.88 | 30.98 | False | None | None | False | None | False | 235041.5424 | 0 | | 3338371 | 117206 | None | code05 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m
height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all othe appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)(PWDSR 2022-23,Vol-1,Pg 16 & item no 2.4.2) | Cum | 7789.94 | 7789.94 | 26.13 | False | None | None | False | None | False | 203551.1322 | 0 | | 3338372 | 117206 | None | code05 | 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. (PWDSR Buildings 2023-24, Volume 2, Pg 18 & item no 2.11(H) | Tonne | 88492.32 | 88492.32 | 1.77 | False | None | None | False | None | False | 156631.4064 | 0 | | 3338373 | 117206 | None | code05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWDSR 2023-24 ,Vol-1 Pg 7 & item no 1.9) | Cum | 297.92 | 297.92 | 2.95 | False | None | None | False | None | False | 878.864 | 0 | | 3338374 | 117206 | None | code06 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD Common SR 2023-24, Volume 1, Pg 7 & item no 1.9) | Cum | 297.92 | 297.92 | 35.88 | False | None | None | False | None | False | 10689.3696 | 0 | | 3338375 | 117206 | None | code06 | 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(PWDSR 2021-22,Vol-3,Pg 118 & item no 12.2) | Rmtr | 267.68 | 267.68 | 7.5 | False | None | None | False | None | False | 2007.6 | 0 | | 3338376 | 117206 | None | code07 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately), (PWD Common SR 2023-24, Volume 1, Pg 15 & item no 2.2.1) | Cum | 7745.58 | 7745.58 | 22.68 | False | None | None | False | None | False | 175669.7544 | 0 | | 3338377 | 117206 | None | code08 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD Common SR 2023-24, Volume 1, Pg 7 & item no 1.9) | Cum | 297.92 | 297.92 | 33.66 | False | None | None | False | None | False | 10027.9872 | 0 |
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