| 1721126746000 | 0 | None | None | Buildings | RECONSTRUCTION OF COMPOUND WALL IN SWM SITE | 677778.43 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3535232 | 127359 | 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. In all kinds of soils Depth upto 3 m (PWD SR 2023-24 Vol-01 P.No. 08 I.No. 1.14.1)
| Cum | 105.06 | 105.06 | 41.22 | False | None | None | False | None | False | 4330.5732 | 0 | | 3535233 | 127359 | None | 1.15.1 | 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 ordinary/soft rock without blasting upto 1.5 m depth (Page No.08. Iitem no.1.15.1 of Vol-1-CSR-KPWD 2023-24)
| Cum | 373.89 | 373.89 | 41.22 | False | None | None | False | None | False | 15411.7458 | 0 | | 3535234 | 127359 | None | 1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (Page No.07. Iitem no.1.10 of Vol-1-CSR-KPWD 2023-24)
| Cum | 164.8 | 164.8 | 41.22 | False | None | None | False | None | False | 6793.056 | 0 | | 3535235 | 127359 | None | 2.1.3 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates(Page No.15. Iitem no.2.1.3 of Vol-1-CSR-KPWD 2023-24)
| Cum | 6168.67 | 6168.67 | 8.29 | False | None | None | False | None | False | 51138.2743 | 0 | | 3535236 | 127359 | None | 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(Page No.09. Iitem no.5.4 of Vol-2-CSR-KPWD 2023-24)
| Cum | 6580.67 | 6580.67 | 26.88 | False | None | None | False | None | False | 176888.4096 | 0 | | 3535237 | 127359 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Page No.17. Iitem no.2.4.3 of Vol-1-CSR-KPWD 2023-24)
| Cum | 7048.17 | 7048.17 | 7.14 | False | None | None | False | None | False | 50323.9338 | 0 | | 3535238 | 127359 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Page No.17. Iitem no.2.4.3 of Vol-1-CSR-KPWD 2023-24)
| Cum | 6288.92 | 6288.92 | 0.88 | False | None | None | False | None | False | 5534.2496 | 0 | | 3535239 | 127359 | None | 2.3.2 | Providing and laying in 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 necessary, 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(Page No.16. Iitem no.2.3.2 of Vol-1-CSR-KPWD 2023-24)
| Cum | 9769.04 | 9769.04 | 1.68 | False | None | None | False | None | False | 16411.9872 | 0 | | 3535240 | 127359 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Page No.17. Iitem no.2.4.3 of Vol-1-CSR-KPWD 2023-24)
| Cum | 11094.34 | 11094.34 | 1.31 | False | None | None | False | None | False | 14533.5854 | 0 | | 3535241 | 127359 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Page No.16. Iitem no.2.5.2 of Vol-1-CSR-KPWD 2023-24)
| Cum | 11982.09 | 11982.09 | 2.84 | False | None | None | False | None | False | 34029.1356 | 0 | | 3535242 | 127359 | None | 2.11.c | 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. PWD SR 2023-24 Vol: 1 P.NO.18 I.No:2.11.c
| Tonne | 89025.99 | 89025.99 | 1.36 | False | None | None | False | None | False | 121075.3464 | 0 | | 3535243 | 127359 | None | 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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.(Page No.17. Iitem no.6.32 of Vol-2-CSR-KPWD 2023-24)
| Sqm | 1349.3 | 1349.3 | 62.13 | False | None | None | False | None | False | 83832.009 | 0 | | 3535244 | 127359 | None | 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) 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.(Page No.41. Iitem no.8.2.1 of Vol-2-CSR-KPWD 2023-24)
| Sqm | 303.85 | 303.85 | 140.0 | False | None | None | False | None | False | 42539.0 | 0 | | 3535245 | 127359 | None | 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Page No.50. Iitem no.8.51 of Vol-2-CSR-KPWD 2023-24)
| Sqm | 103.0 | 103.0 | 140.0 | False | None | None | False | None | False | 14420.0 | 0 | | 3535246 | 127359 | None | 8.29 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade 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.(Page No.45. Iitem no.8.29 of Vol-2-CSR-KPWD 2023-24)
| Sqm | 291.49 | 291.49 | 139.0 | False | None | None | False | None | False | 40517.11 | 0 |
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