| 1721808461000 | 0 | None | None | Other Works | Construction of compound at SWM site East side in Kundagol TP Limits | 279512.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3599832 | 131013 | 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 of labour, tools & other appurtenaces required to complete the work. (PWD SR 2023-24 Vol: 2 P.NO. 5 I.No: 1.4.1 ) | Cum | 249.26 | 249.26 | 2.55 | False | None | None | False | None | False | 635.613 | 0 | | 3599833 | 131013 | None | 2.1.3 | 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 20213-24 Vol:1 P.NO.15 I.No:2.1.3) | Cum | 6168.67 | 6168.67 | 0.79 | False | None | None | False | None | False | 4873.2493 | 0 | | 3599834 | 131013 | None | J010A | Providing and laying in position reinforced cement concrete of design mix M20, with OP cement @ 320 kgs/cum, 20mm and down size graded granite metal coarse aggregate @ 0.69 per/cum, fine aggregate @ 0.46 per/cum, super plasticizer conforming to IS 9103-1999 reaffirmed 2008 @ 3 ltr / cum, machine mixed, laid into fabricated steel form work, vibrated / compacted and cured for RCC precast columns of size 200 x 200 x 3000 mm. The precast columns to have grooves of size 50mm x 90mm on opposite vertical faces suitable to insert 70mm thick precast slab panels. The precast columns to have 8 nos of 16mm dia. vertical bars and 8mm dia. ties at 200mm centre to centre. The rate includes cost of reinforcement steel, repetative cost of fabricated steel form work and fixing in position at site as directed by Engineer in charge, cost of all materials, labour, HOM of machinery, casting yard, curing etc. complete as per specifications. The rate excludes the cost of RCC footings and other related works. (KUWS&DB SR 2021-22 Vol:1 P.NO.120 I.No: J010A) | Each | 3909.0 | 3909.0 | 21.0 | False | None | None | False | None | False | 82089.0 | 0 | | 3599835 | 131013 | None | J020A | Providing and erecting in position, 2400 x 600 x 60 mm size precast slab panels of M25 grade design mix reinforced cement concrete with OP cement @ 320 kgs/cum, 20mm and down size graded granite metal coarse aggregate, super plasticizer conforming to IS 9103-1999 reaffirmed 2008 @ 3 ltr / cum, machine mixed, laid into fabricated steel form work, vibrated / compacted and cured for RCC precast slabs with groove finish, with logo of organisation and other side plain finish. The precast slabs to have reinforcements 1no. of 10mm dia. loop and round the panel, 5 Nos of 8mm dia. horizontals and 15 Nos of 8mm dia. verticals equally spaced. The thickness of panel shall be 60mm thick at the middle and 70mm thick at the edges for a width of 250mm. The gaps between the panels shall be packed with CM 1:4 and final surface between the panel and RCC post shall be finished using silicon sealant of approved make etc. The cost includes the cost of all materials, labour, HOM of machinery, casting yard, curing etc. complete as per specifications. (KUWS&DB SR 2021-22 Vol:1 P.NO.120 I.No: J020A) | Each | 1731.0 | 1731.0 | 76.0 | False | None | None | False | None | False | 131556.0 | 0 | | 3599836 | 131013 | None | 4.17 | 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 compacting with vibratory roller to achieve the desired density. (PWD SR 2023-24 Vol:3 P.NO.26 I.No: 4.17 ) | Cum | 2635.77 | 2635.77 | 6.56 | False | None | None | False | None | False | 17290.6512 | 0 | | 3599837 | 131013 | None | 16.27 | 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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 2023-24 Vol:3 P.NO.49 I.No: 16.27 | Cum | 6565.22 | 6565.22 | 6.56 | False | None | None | False | None | False | 43067.8432 | 0 |
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