| 1707732422000 | 0 | None | None | Other Works | Construction of Drain and Deck slab Shiva Nagara 3rd Cross to 1st Cross up to Shalmala House and 1st cross Shubodaya House 3rd Cross infront of Narayan Mule Mane Hosue at Ward No 01 in Shivamogga City Corporation Limit | 909371.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2553951 | 78425 | None | PWD SR 2023-24, I.No.1.14.1, P.No.8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m Volume -I | Cum | 107.1 | 107.1 | 143.14 | False | None | None | False | None | False | 15330.294 | 0 | | 2553952 | 78425 | None | PWD SR 2023-24, I.No.2.1.3, P.No.15 | 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) Volume-I Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse | Cum | 6288.45 | 6288.45 | 20.28 | False | None | None | False | None | False | 127529.766 | 0 | | 2553953 | 78425 | None | PWD SR 2023-24 , I.No.2.4.2 , P.No.17 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Volume-I | Cum | 8962.85 | 8962.85 | 47.47 | False | None | None | False | None | False | 425466.4895 | 0 | | 2553954 | 78425 | None | PWD SR 2023-24 , I.No.2.5.1 , P.No.17 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. Volume-I | Cum | 8353.8 | 8353.8 | 8.14 | False | None | None | False | None | False | 67999.932 | 0 | | 2553955 | 78425 | None | PWD SR 2023-24 , I.No.3.1 , P.No.17 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Volume-III | Cum | 89.25 | 89.25 | 143.14 | False | None | None | False | None | False | 12775.245 | 0 | | 2553956 | 78425 | None | PWD SR 2023-24 , I.No.1.10 , P.No.7 | 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 Volume-I | Cum | 168.0 | 168.0 | 24.47 | False | None | None | False | None | False | 4110.96 | 0 | | 2553957 | 78425 | None | PWD SR 2023-24 , I.No.10.1.1 , P.No.113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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 : PVC pipes 25mm dia, 10 kg/sqcm & class 5 Volume-5 | Rmtr | 50.4 | 50.4 | 35.0 | False | None | None | False | None | False | 1764.0 | 0 | | 2553958 | 78425 | None | PWD SR 2023-24 , I.No.10.1.3 , P.No.113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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 : PVC pipes 50mm dia, 10 kg/sqcm & class 5 Volume-5 | Rmtr | 106.05 | 106.05 | 30.0 | False | None | None | False | None | False | 3181.5 | 0 | | 2553959 | 78425 | None | PWD SR 2023-24 , I.No.10.1.7 , P.No.113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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 : PVC pipes 110 mm dia, 10 kg/sqcm & class 3 Volume-5 | Rmtr | 431.55 | 431.55 | 40.0 | False | None | None | False | None | False | 17262.0 | 0 | | 2553960 | 78425 | None | PWD SR 2023-24 vol -1 Si No- 2.11h | 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 Volume- l | MT | 82961.55 | 82961.55 | 2.82 | False | None | None | False | None | False | 233951.571 | 0 |
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