| 1722984632000 | 0 | None | None | Water supply/sewage lines | Providing and laying of UGD pipeline and construction of Drainage Work at ward no 19 Sreedevinagara of Channarayapatna TMC Limit | 413072.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3708434 | 136818 | None | DMA01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. Cement Concrete Grade M-15 & M-20 (KPWD SR 2023-24 SR V-3, P-10 I-2.7 B ) | Cum | 960.99 | 960.99 | 25.73 | False | None | None | False | None | False | 24726.2727 | 0 | | 3708435 | 136818 | None | DMA02 | 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 (KPWD SR 2023-24 V-1 P.no: 6, I.no:1.5.1) | Cum | 307.97 | 307.97 | 15.75 | False | None | None | False | None | False | 4850.5275 | 0 | | 3708436 | 136818 | None | DMA03 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m(KPWD SR 2023-24 V-1 P.no: 10, I.no:1.21.2 ) | Cum | 774.56 | 774.56 | 72.0 | False | None | None | False | None | False | 55768.32 | 0 | | 3708437 | 136818 | None | DMA04 | 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 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 aggregate (KPWD SR 2023-24 V-1 P.no: 15, I.no:2.1.3 ) | Cum | 6168.67 | 6168.67 | 7.88 | False | None | None | False | None | False | 48609.1196 | 0 | | 3708438 | 136818 | None | DMA05 | 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. M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates (KPWD SR 2023-24 V-1 P.no: 15, I.no:2.2.1 ) | Cum | 6799.39 | 6799.39 | 21.08 | False | None | None | False | None | False | 143331.1412 | 0 | | 3708439 | 136818 | None | DMA06 | Steel Fabrication
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 All other type of structures (KPWD SR 2023-24 V-1 P.no: 18, I.no:2.11 h ) | Tonne | 81381.33 | 81381.33 | 0.9484 | False | None | None | False | None | False | 77182.053372 | 0 | | 3708440 | 136818 | None | DMA07 | 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 cms. 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 Pipes of SN 8, 200mm dia.(KPWD SR 2023-24 V-5 P.no: 114, I.no:10.2.11) | Rmtr | 1065.02 | 1065.02 | 45.0 | False | None | None | False | None | False | 47925.9 | 0 | | 3708441 | 136818 | None | DMA08 | 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 (KPWD SR 2023-24 V-1 P.no: 7, I.no:1.10 ) | Cum | 164.8 | 164.8 | 64.8 | False | None | None | False | None | False | 10679.04 | 0 |
|