| 1722862420000 | 0 | None | None | Roads | CONSTRUCTION OF CD AT WARD NO 09 NEAR BABALI TOTA AND DHARMATTI CANAL AND CONSTRUCTION OF PAVING ROAD AT WARD NO 10 FROM BASAVANNA TEMPLE TO VITTAL KALLUR HOUSE | 637144.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3696855 | 135976 | None | code01 | 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.) CSR 2023-24 Vol 1 Item no 2.1.2 Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 4.2 | False | None | None | False | None | False | 24978.24 | 0 | | 3696856 | 135976 | None | code02 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. CSR 2023-24 Vol 1 Item no 2.3.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 10.35 | False | None | None | False | None | False | 68715.2025 | 0 | | 3696857 | 135976 | None | code03 | 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 CSR 2023-24 Vol 1 Item no 2.11 All other type of structures | Tonne | 82961.55 | 82961.55 | 0.14 | False | None | None | False | None | False | 11614.617 | 0 | | 3696858 | 135976 | None | code04 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Drain Form Works | Sqm | 601.26 | 601.26 | 40.0 | False | None | None | False | None | False | 24050.4 | 0 | | 3696859 | 135976 | None | code05 | 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. CSR 2022-23 Vol-1 Itno. 1.8 | Cum | 497.7 | 497.7 | 2.6 | False | None | None | False | None | False | 1294.02 | 0 | | 3696860 | 135976 | None | code06 | PQC 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 andappropriate 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 Common DSR 2023-24Volume 3 (P No: 138 I.No:.20.29 ) | Cum | 6654.9 | 6654.9 | 2.89 | False | None | None | False | None | False | 19232.661 | 0 | | 3696861 | 135976 | None | code07 | Providing and laying reinforced cement concrete pipe NP3
for culverts on first class bedding of granular material in
single row including fixing collar with cement mortar 1:2
but excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and parapets
Clause 1101.6. CSR 2022-23 Vol-3 Itno. 16.15 b 1000mm dia | m | 8355.9 | 8355.9 | 20.0 | False | None | None | False | None | False | 167118.0 | 0 | | 3696862 | 135976 | None | code08 | Scarifying Existing Granular Surface to a Depth of 50 mm by
Manual Means CSR 2022-23 Vol-3 Itno. 3.3 | Sqm | 52.5 | 52.5 | 280.5 | False | None | None | False | None | False | 14726.25 | 0 | | 3696863 | 135976 | None | code09 | 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. CSR 2022-23 Vol-1 Itno. 1.8 | Cum | 497.7 | 497.7 | 84.15 | False | None | None | False | None | False | 41881.455 | 0 | | 3696864 | 135976 | None | code10 | PQC 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 andappropriate 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 Common DSR 2023-24Volume 3 (P No: 138 I.No:.20.29 ) | Cum | 6654.9 | 6654.9 | 39.6 | False | None | None | False | None | False | 263534.04 | 0 |
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