| 1718273921000 | 0 | None | None | Water supply/sewage lines | Re construction of collapsed machinehole and construction of new Machinehole at Krishnareddy layout,Papanna layout,Konappana agrahara, Doddanagavanagala,Govida shetty palya, TMC Limit. | 672029.28 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3284426 | 114082 | None | 001 | Dismantling the damaged or collapsed Machinehole ,conical in shape,
and reconstructing the same for the same dimensions, with machine
made wire cut brick in CM 1:4 with ordinary portland cement etc. as
per design and specification and existing ring, cover and cc beeding used far1.0Mtr Depth ---- As per bid document. | No | 16041.0 | 16041.0 | 8.0 | False | None | None | False | None | False | 128328.0 | 0 | | 3284427 | 114082 | None | 002 | Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the same dimensions, with machine made wire cut brick in CM 1:4 with ordinary portland cement etc. as per design and specification and existing ring, cover and cc beeding used far2.00 mtr Depth ---- As per bid document. | No | 33262.0 | 33262.0 | 6.0 | False | None | None | False | None | False | 199572.0 | 0 | | 3284428 | 114082 | None | 003 | Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the same dimensions, with machine made wire cut brick in CM 1:4 with ordinary portland cement etc. as per design and specification and existing ring, cover and cc beeding used far3.00 mtr Depth ---- As per bid document. | No | 44924.0 | 44924.0 | 3.0 | False | None | None | False | None | False | 134772.0 | 0 | | 3284429 | 114082 | None | 004 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata ---- As per bid document. | CUBIC METER | 269.86 | 269.86 | 96.0 | False | None | None | False | None | False | 25906.56 | 0 | | 3284430 | 114082 | None | 005 | 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. Page - 192 CSR for Water Supply & Sewerage Works Volume-5
Sl. No. Specification Unit Rate CSR Vol 5 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. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing 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, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and
for the following diameters and depth etc. 1.2Mtr depth and dia. ---- As per bid document. | No | 32312.0 | 32312.0 | 3.0 | False | None | None | False | None | False | 96936.0 | 0 | | 3284431 | 114082 | None | 006 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints testing and commissioning, including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 ms. with soft gravel or selected earth available from the excavation etc. complete and giving
necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc.
complete for Pipes of SN4, 200mm dia ---- As per bid document. | m | 872.55 | 872.55 | 80.0 | False | None | None | False | None | False | 69804.0 | 0 | | 3284432 | 114082 | None | 008 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm 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 ---- As per bid document. | CUBIC METER | 164.8 | 164.8 | 96.0 | False | None | None | False | None | False | 15820.8 | 0 | | 3284433 | 114082 | None | 008 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints testing and commissioning, including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 ms. with soft gravel or selected earth available from the excavation etc. complete and giving
necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc.
complete for Pipes of SN4, 110mm ---- As per bid document. | m | 296.64 | 296.64 | 3.0 | False | None | None | False | None | False | 889.92 | 0 |
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