1724233630000 | 0 | None | None | Other Works | Construction of UGD pipeline and CC road at W No 27 from Basappa Binjawadagi house to Basu Chaluvadi house in ilkal city | 234438.32 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3827695 | 145797 | None | code01 | 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. (PWD SR 2023-24 Vol 1 P No 10 I No 1.17.1)In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 307.97 | 307.97 | 46.68 | False | None | None | False | None | False | 14376.0396 | 0 | 3827696 | 145797 | None | code02 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia. (PWD SR 2023-24 Vol 5 P No 201 I No 16.4) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.5 M depth & Medium duty SFRC cover & frame | Each | 36464.06 | 36464.06 | 1.0 | False | None | None | False | None | False | 36464.06 | 0 | 3827697 | 145797 | None | code03 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ( PWD SR 2023-24 Vol-3,P.No -17 I No - 3.1) | Cum | 87.55 | 87.55 | 33.15 | False | None | None | False | None | False | 2902.2825 | 0 | 3827698 | 145797 | None | code04 | 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 SN4, 110mm dia. PWD SR 2023-24 Vol 5 P NO 114 I No 10.2.2 | Mtr | 296.64 | 296.64 | 35.0 | False | None | None | False | None | False | 10382.4 | 0 | 3827699 | 145797 | None | code05 | 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 2023-24 Vol 1 P No 7 I No 1.10 | Cum | 164.8 | 164.8 | 12.6 | False | None | None | False | None | False | 2076.48 | 0 | 3827700 | 145797 | None | code06 | 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 ( PWD SR 2023-24 Vol-1P.No -15 I No - 2.1.3 ) | Cum | 6168.67 | 6168.67 | 0.36 | False | None | None | False | None | False | 2220.7212 | 0 | 3827701 | 145797 | None | code07 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1P.No -16,I No - 2.4.2 ) | Cum | 6512.69 | 6512.69 | 1.16 | False | None | None | False | None | False | 7554.7204 | 0 | 3827702 | 145797 | None | code08 | Form Work : As per recommendatin of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate for drain formworks consider 35% ( PWD SR 2021-22 Vol- 2 , P.No -A-7,I No - 22.20 ) | Cum | 2279.44 | 2279.44 | 1.16 | False | None | None | False | None | False | 2644.1504 | 0 | 3827703 | 145797 | None | code09 | 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) | Tonne | 92140.71 | 92140.71 | 0.07 | False | None | None | False | None | False | 6449.8497 | 0 | 3827704 | 145797 | None | code10 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (PWD SR 2023-24 Vol 1 P No 7 I No 1.8) | Cum | 488.72 | 488.72 | 13.8 | False | None | None | False | None | False | 6744.336 | 0 | 3827705 | 145797 | None | code11 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to beless than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be lessthan 10 Mpa at 7 days, mixed in a batching plant, transportedto site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(PWD SR 2021-22 Vol 3 P No 43 I No 6.1) | Cum | 5067.6 | 5067.6 | 9.2 | False | None | None | False | None | False | 46621.92 | 0 | 3827706 | 145797 | None | code12 | 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 lines and grade as per drawing and technical specification clause 1501 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 SR 2021-22 Vol 3 P No 138 I No 20.29) | Cum | 6956.62 | 6956.62 | 13.8 | False | None | None | False | None | False | 96001.356 | 0 |
|