| 1706332389000 | 0 | None | None | Other Works | Construction of drain at chapparband colony, Providing and laying of ugb line at sanmati hostel beside at ward no.16 dharwad | 2798952.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2315303 | 68283 | None | 1.4.1 | 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 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.1.4.1 In all kinds of soils Depth upto 1.5 m (PWD SR 2021-22 Vol No.01 P.No.05 SI No. 1.4.1 )
| Cum | 195.3 | 195.3 | 410.38 | False | None | None | False | None | False | 80147.214 | 0 | | 2315304 | 68283 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2021-22 Vol No.03 P.No.15 SI No.3.1 MoRT&H spec.301)
| Cum | 33.6 | 33.6 | 410.38 | False | None | None | False | None | False | 13788.768 | 0 | | 2315305 | 68283 | None | 2.1.4 | 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 20 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Vol No.01 P.No.15 SI No.2.1.4)
| Cum | 5903.1 | 5903.1 | 73.73 | False | None | None | False | None | False | 435235.563 | 0 | | 2315306 | 68283 | None | 2.4.2 | 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 other 17 Item No.Description of Item Unit Rate Rs.appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates es (PWD SR 2021-22 Vol No.01 P.No.17 SI No.2.4.2)
| Cum | 6104.7 | 6104.7 | 179.15 | False | None | None | False | None | False | 1093657.005 | 0 | | 2315307 | 68283 | None | 2.4.3 | 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 other 17 Item No.Description of Item Unit Rate Rs.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 aggregates es (PWD SR 2021-22 Vol No.01 P.No.17 SI No.2.4.3)
| Cum | 6120.45 | 6120.45 | 1.7 | False | None | None | False | None | False | 10404.765 | 0 | | 2315308 | 68283 | None | 9.3 | Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (PWD SR 2021-22 Vol No.03 P.No.71 SI No.9.3)
| Tonne | 82052.25 | 82052.25 | 7.47 | False | None | None | False | None | False | 612930.3075 | 0 | | 2315309 | 68283 | None | 009 | Appendix I Additionalities for Formwork, Centering & Scaffolding Earth retaining structures Percentage on finished rate of concrete per m3 35% (PWD SR 2021-22 Vol No.01 P.No.115 SI No.09)
| Cum | 2136.65 | 2136.65 | 105.0 | False | None | None | False | None | False | 224348.25 | 0 | | 2315310 | 68283 | None | 001 | Appendix I Additionalities for Formwork, Centering & Scaffolding Solid Slab Super Structure (.PWD SR2021-22 Bridges (PWD SR 2021-22 Vol No.01 P.No.116 Bridges SI No.01)
| Cum | 1224.09 | 1224.09 | 1.7 | False | None | None | False | None | False | 2080.953 | 0 | | 2315311 | 68283 | None | 1.5.1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth Note: Cost of De-watering upto 5 % may be added , where required assessment for dewatering shall be made as per site condition (PWD SR 2021-22 Vol No.01 P.No.06 SI No. 1.5.1 )
| Cum | 240.45 | 240.45 | 117.67 | False | None | None | False | None | False | 28293.7515 | 0 | | 2315312 | 68283 | None | T040D | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc.,complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints. (PWD SR 2021-22 Vol No.05 P.No.184 SI No.2.4 Code T040D)
| Rmtr | 905.1 | 905.1 | 110.0 | False | None | None | False | None | False | 99561.0 | 0 | | 2315313 | 68283 | 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 (PWD SR 2021-22 Vol No.01 P.No.7 SI No.1.10)
| Cum | 128.1 | 128.1 | 113.7 | False | None | None | False | None | False | 14564.97 | 0 | | 2315314 | 68283 | None | T300A | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading,
| No | 29322.3 | 29322.3 | 5.0 | False | None | None | False | None | False | 146611.5 | 0 | | 2315315 | 68283 | None | 4.27 | Wet Mix Macadam (Plant mix method) 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 pacting with vibratory roller to achieve the desired density. (.PWD SR 2021-22 Vol No.03 P.No.24 SI No. 4.27 MoRT&H spec.406A)
| Cum | 2513.7 | 2513.7 | 14.85 | False | None | None | False | None | False | 37328.445 | 0 |
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