tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1708932803000 | 1 | None | None | Other Works | RCC ROAD SIDE DRAINS | 5667411.3 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2810041 | 90530 | None | 1.14.1 | 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. In all kinds of soils Depth upto 3 m ---- With all lead | Cum | 114.24 | 114.24 | 1476.88 | False | None | None | False | None | False | 168718.7712 | 0 | 2810042 | 90530 | None | 2.1.2 | 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 ---- With all lead | Cum | 6343.68 | 6343.68 | 177.23 | False | None | None | False | None | False | 1124290.4064 | 0 | 2810043 | 90530 | None | 2.4.3 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead | Cum | 7096.32 | 7096.32 | 295.18 | False | None | None | False | None | False | 2094691.7376 | 0 | 2810044 | 90530 | None | Addendum1 Sl. No. 4 | Cement Concrete Drain Walls 35% of Percentage on finished rate
of concrete per m3 ---- With all lead | Cum | 2483.71 | 2483.71 | 295.18 | False | None | None | False | None | False | 733141.5178 | 0 | 2810045 | 90530 | None | 2.11h | Providing Thermo-Mechanically Treated bars of grade Fe-500 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) ---- With all lead | Tonne | 88492.32 | 88492.32 | 11.81 | False | None | None | False | None | False | 1045094.2992 | 0 | 2810046 | 90530 | None | 1.8 | 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.SR Volumn-1 I.No. 1.8 Pg 7 ---- With all lead | Cum | 530.88 | 530.88 | 944.61 | False | None | None | False | None | False | 501474.5568 | 0 |
| 1708932803000 | 1 | None | None | Other Works | Levelling & Lowering | 641000.64 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2810047 | 90531 | None | 1.13 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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 Ordinary/Soft rock upto 300 mm depth ---- With all lead | Cum | 405.44 | 405.44 | 1581.0 | False | None | None | False | None | False | 641000.64 | 0 |
| 1708932803000 | 1 | None | None | Other Works | RCC CROSS DRAINAGE | 1119266.98 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2810048 | 90532 | None | 1.14.1 | 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. In all kinds of soils Depth upto 3 m ---- With all lead | Cum | 114.24 | 114.24 | 171.52 | False | None | None | False | None | False | 19594.4448 | 0 | 2810049 | 90532 | None | 2.1.2 | 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 ---- With all lead | Cum | 6343.68 | 6343.68 | 18.83 | False | None | None | False | None | False | 119451.4944 | 0 | 2810050 | 90532 | None | 2.4.3 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m ---- With all lead | Cum | 7096.32 | 7096.32 | 65.28 | False | None | None | False | None | False | 463247.7696 | 0 | 2810051 | 90532 | None | 2.4.3 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m ---- With all lead | Cum | 7096.32 | 7096.32 | 3.12 | False | None | None | False | None | False | 22140.5184 | 0 | 2810052 | 90532 | None | Addendum I Sl. No. 4 | Box Culverts 20% of Percentage on finished rate
of concrete per m3 ---- With all lead | Cum | 1419.26 | 1419.26 | 68.4 | False | None | None | False | None | False | 97077.384 | 0 | 2810053 | 90532 | None | 2.11h | Providing Thermo-Mechanically Treated bars of grade Fe-500 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) ---- With all lead | Tonne | 88492.32 | 88492.32 | 4.1 | False | None | None | False | None | False | 362818.512 | 0 | 2810054 | 90532 | None | 1.8 | 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.SR Volumn-1 I.No. 1.8 Pg 7 ---- With all lead | Tonne | 530.88 | 530.88 | 51.46 | False | None | None | False | None | False | 27319.0848 | 0 | 2810055 | 90532 | None | 8.10 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ---- With all lead | Sqm | 122.08 | 122.08 | 62.4 | False | None | None | False | None | False | 7617.792 | 0 |
| 1708932803000 | 1 | None | None | Other Works | RETAINING WALL | 4035764.37 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2810056 | 90533 | None | 1.15.2 | 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.Depth exceeding 1.5 m, but not exceeding 3 m. SR Volumn-1 I.No 1.15.2.Pg No 09. In ordinary /soft rock wothout blasting. ---- With all lead | Cum | 476.0 | 476.0 | 492.5 | False | None | None | False | None | False | 234430.0 | 0 | 2810057 | 90533 | None | 2.1.3 | 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 40 mm nominal size graded crushed coarse aggregates SR Volumn-1 I.No 2.1.3. Pg no.15 ---- With all lead | Cum | 6707.68 | 6707.68 | 36.94 | False | None | None | False | None | False | 247781.6992 | 0 | 2810058 | 90533 | None | 2.2.5 | Providing and laying in position Cement Concrete for all Foundation works. The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. SR Volumn-1 I.No. 2.2.5 Pg no 15 ---- With all lead | Cum | 7278.88 | 7278.88 | 227.81 | False | None | None | False | None | False | 1658201.6528 | 0 | 2810059 | 90533 | None | Addendum1 | Earth Retaining Structure @ Percentage on finished rate of concrete per m3 @ 10 % Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Pg No 112 ---- With all lead | Cum | 727.89 | 727.89 | 227.81 | False | None | None | False | None | False | 165820.6209 | 0 | 2810060 | 90533 | None | 2.11h | Providing Thermo-Mechanically Treated bars of grade Fe-500 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).VOL-I 2.11 h Page-18 ---- With all lead | Tonne | 88492.32 | 88492.32 | 14.62 | False | None | None | False | None | False | 1293757.7184 | 0 | 2810061 | 90533 | None | 12.2 | 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. SR Volumn-3 I.No. 12.2 Pg 117 ---- With all lead | Mtr | 267.68 | 267.68 | 408.75 | False | None | None | False | None | False | 109414.2 | 0 | 2810062 | 90533 | None | 1.8 | 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.SR Volumn-1 I.No. 1.8 Pg 7 ---- With all lead | Cum | 530.88 | 530.88 | 614.75 | False | None | None | False | None | False | 326358.48 | 0 |
| 1708935878000 | 0 | None | None | Other Works | Providing RCC Drain, Levelling Lowering & Filling works,Construction of Retaining Wall and Culverts for Strom Water drain at construction of 280 houses at Herga village of Udupi Town. | 11463443.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2810328 | 90540 | None | 1.14.1 | 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. In all kinds of soils Depth upto 3 m ---- With all lead | Cum | 114.24 | 114.24 | 1476.88 | False | None | None | False | None | False | 168718.7712 | 0 | 2810335 | 90540 | None | 1.14.1 | 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. In all kinds of soils Depth upto 3 m ---- With all lead | Cum | 114.24 | 114.24 | 171.52 | False | None | None | False | None | False | 19594.4448 | 0 | 2810343 | 90540 | None | 1.15.2 | 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.Depth exceeding 1.5 m, but not exceeding 3 m. SR Volumn-1 I.No 1.15.2.Pg No 09. In ordinary /soft rock wothout blasting. ---- With all lead | Cum | 476.0 | 476.0 | 492.5 | False | None | None | False | None | False | 234430.0 | 0 | 2810334 | 90540 | None | 1.13 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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 Ordinary/Soft rock upto 300 mm depth ---- With all lead | Cum | 405.44 | 405.44 | 1581.0 | False | None | None | False | None | False | 641000.64 | 0 | 2810329 | 90540 | None | 2.1.2 | 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 ---- With all lead | Cum | 6343.68 | 6343.68 | 177.23 | False | None | None | False | None | False | 1124290.4064 | 0 | 2810336 | 90540 | None | 2.1.2 | 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 ---- With all lead | Cum | 6343.68 | 6343.68 | 18.83 | False | None | None | False | None | False | 119451.4944 | 0 | 2810344 | 90540 | None | 2.1.3 | 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 40 mm nominal size graded crushed coarse aggregates SR Volumn-1 I.No 2.1.3. Pg no.15 ---- With all lead | Cum | 6707.68 | 6707.68 | 36.94 | False | None | None | False | None | False | 247781.6992 | 0 | 2810337 | 90540 | None | 2.4.3 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m ---- With all lead | Cum | 7096.32 | 7096.32 | 65.28 | False | None | None | False | None | False | 463247.7696 | 0 | 2810330 | 90540 | None | 2.4.3 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead | Cum | 7096.32 | 7096.32 | 295.18 | False | None | None | False | None | False | 2094691.7376 | 0 | 2810345 | 90540 | None | 2.2.5 | Providing and laying in position Cement Concrete for all Foundation works. The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. SR Volumn-1 I.No. 2.2.5 Pg no 15 ---- With all lead | Cum | 7278.88 | 7278.88 | 227.81 | False | None | None | False | None | False | 1658201.6528 | 0 | 2810331 | 90540 | None | Addendum1 Sl. No. 4 | Cement Concrete Drain Walls 35% of Percentage on finished rate
of concrete per m3 ---- With all lead | Cum | 2483.71 | 2483.71 | 295.18 | False | None | None | False | None | False | 733141.5178 | 0 | 2810346 | 90540 | None | Addendum1 | Earth Retaining Structure @ Percentage on finished rate of concrete per m3 @ 10 % Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Pg No 112 ---- With all lead | Cum | 727.89 | 727.89 | 227.81 | False | None | None | False | None | False | 165820.6209 | 0 | 2810338 | 90540 | None | 2.4.3 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m ---- With all lead | Cum | 7096.32 | 7096.32 | 3.12 | False | None | None | False | None | False | 22140.5184 | 0 | 2810347 | 90540 | None | 2.11h | Providing Thermo-Mechanically Treated bars of grade Fe-500 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).VOL-I 2.11 h Page-18 ---- With all lead | Tonne | 88492.32 | 88492.32 | 14.62 | False | None | None | False | None | False | 1293757.7184 | 0 | 2810332 | 90540 | None | 2.11h | Providing Thermo-Mechanically Treated bars of grade Fe-500 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) ---- With all lead | Tonne | 88492.32 | 88492.32 | 11.81 | False | None | None | False | None | False | 1045094.2992 | 0 | 2810339 | 90540 | None | Addendum I Sl. No. 4 | Box Culverts 20% of Percentage on finished rate
of concrete per m3 ---- With all lead | Cum | 1419.26 | 1419.26 | 68.4 | False | None | None | False | None | False | 97077.384 | 0 | 2810340 | 90540 | None | 2.11h | Providing Thermo-Mechanically Treated bars of grade Fe-500 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) ---- With all lead | Tonne | 88492.32 | 88492.32 | 4.1 | False | None | None | False | None | False | 362818.512 | 0 | 2810348 | 90540 | None | 12.2 | 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. SR Volumn-3 I.No. 12.2 Pg 117 ---- With all lead | Mtr | 267.68 | 267.68 | 408.75 | False | None | None | False | None | False | 109414.2 | 0 | 2810333 | 90540 | None | 1.8 | 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.SR Volumn-1 I.No. 1.8 Pg 7 ---- With all lead | Cum | 530.88 | 530.88 | 944.61 | False | None | None | False | None | False | 501474.5568 | 0 | 2810349 | 90540 | None | 1.8 | 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.SR Volumn-1 I.No. 1.8 Pg 7 ---- With all lead | Cum | 530.88 | 530.88 | 614.75 | False | None | None | False | None | False | 326358.48 | 0 | 2810341 | 90540 | None | 1.8 | 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.SR Volumn-1 I.No. 1.8 Pg 7 ---- With all lead | Tonne | 530.88 | 530.88 | 51.46 | False | None | None | False | None | False | 27319.0848 | 0 | 2810342 | 90540 | None | 8.10 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ---- With all lead | Sqm | 122.08 | 122.08 | 62.4 | False | None | None | False | None | False | 7617.792 | 0 |
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