| 1726481700000 | 0 | None | None | Other Works | Construction of UGD work behind Govt School from Gaddige main Road Kannika Tent house to Siddegowda house in Bogadi Town Panchayath Limit | 762272.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4010952 | 155295 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (Vol-3 SR 2023-24, Sl no. 2.19, Page No.12) | Mtr | 579.89 | 579.89 | 35.819 | False | None | None | False | None | False | 20771.07991 | 0 | | 4010953 | 155295 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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. (Vol-I SR 2023-24, Item no. 1.17.1, Page No.10) | Cum | 269.86 | 269.86 | 128.1562 | False | None | None | False | None | False | 34584.232132 | 0 | | 4010954 | 155295 | None | code03 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the workt In all kinds of Soils. Depth upto 1.50m ( Vol.1 SR-2023-24, Item no. 1.6.1, Page No.6) | Cum | 498.52 | 498.52 | 34.6334 | False | None | None | False | None | False | 17265.442568 | 0 | | 4010955 | 155295 | None | code04 | 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, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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. for 1.2mm diaCirc. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.,1.5 M depth & SFRC cover & frame (WS&UGD Vol-5 CSR 2023-24, Item no. 16.15.3, Page No.191&192 ). | Each | 39532.43 | 39532.43 | 6.0 | False | None | None | False | None | False | 237194.58 | 0 | | 4010956 | 155295 | None | code05 | Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 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. for:Pipes of Pipes of SN8 Self Fit - 315mm dia. (WS&UGD CSR Vol-5 2023-24, Item no. 10.3.10, Page No.114&115 ). | Mtr | 2227.89 | 2227.89 | 117.0 | False | None | None | False | None | False | 260663.13 | 0 | | 4010957 | 155295 | None | code06 | Supplying 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. for: Pipes of SN 8, 110mm dia. (WS&UGD CSR Vol-5 2023-24, Item no. 10.2.8, Page No.114). | Mtr | 357.41 | 357.41 | 21.0 | False | None | None | False | None | False | 7505.61 | 0 | | 4010958 | 155295 | None | code07 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments. 110 mm dia PVC BEND (WS&UGD CSR Vol-5 2023-24, Item no. 10.11.8, Page No.118). | Each | 506.76 | 506.76 | 28.0 | False | None | None | False | None | False | 14189.28 | 0 | | 4010959 | 155295 | None | code08 | Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting, finishing neatly by giving satisfactory hydraulic test etc.,complete For 63mm (0.075) to 315mm(0.787): (WS&UGD CSR Vol-5 2023-24, Item no. 10.5, Page No.116). | m | 341.96 | 341.96 | 80.0 | False | None | None | False | None | False | 27356.8 | 0 | | 4010960 | 155295 | None | code09 | 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 Vol-I SR 2023-24, Item no. 1.10, Page No.7) | Cum | 164.8 | 164.8 | 96.8165 | False | None | None | False | None | False | 15955.3592 | 0 | | 4010961 | 155295 | None | code10 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (PWD SR Vol 3, 2023-24, Item no. 3.1, Page No.17) | Cum | 87.55 | 87.55 | 84.423 | False | None | None | False | None | False | 7391.23365 | 0 | | 4010962 | 155295 | None | code11 | Providing and constructing un-reinforced plain cement concrete pavement ,thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days,and water finishing to line sand grade as per drawing and technical specification clause1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (PWD Vol-1 SR 2023-24, ltem no. 2.33, Page No.15&16) | Cum | 6803.15 | 6803.15 | 17.55 | False | None | None | False | None | False | 119395.2825 | 0 |
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