| 1708425500000 | 0 | None | None | Other Works | Construction of Recharge pit for Borewells at 20 wards in Town Panchayath Tekkalakote | 1975354.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2717291 | 85680 | None | 1.4.2 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. Depth exceeding 1.5m, but not exceeding 3 m ( (COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS 2023 - 2024 GOVERNMENT OFKARNATAKAVOLUME - 1 P.No.5, I.No.1.4.2) | Cum | 271.95 | 271.95 | 694.8 | False | None | None | False | None | False | 188950.86 | 0 | | 2717292 | 85680 | None | 2.1.2 | 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. (Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates) (COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS 2023 - 2024 GOVERNMENT OF KARNATAKAVOLUME - 1 P.No.15, I.No.2.1.2) | Cum | 5947.2 | 5947.2 | 12.87 | False | None | None | False | None | False | 76540.464 | 0 | | 2717293 | 85680 | None | 5.2 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand (public works department SCHEDULE OF RATES for BUILDINGS 2023 - 2024 VOLUME - 2 Item No 5.2, P.No.09) | Cum | 6948.9 | 6948.9 | 47.39 | False | None | None | False | None | False | 329308.371 | 0 | | 2717294 | 85680 | None | 6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.PWD CSR 2023-24, Vol-II, P. No. 13, I. No. 6.2 | Cum | 8376.9 | 8376.9 | 58.49 | False | None | None | False | None | False | 489964.881 | 0 | | 2717295 | 85680 | None | 2.1.4 | 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. 2.1.4 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates KPWD SR 2023-24 VOL-1 I NO 2.1.4 P No 15 | Cum | 6527.85 | 6527.85 | 4.71 | False | None | None | False | None | False | 30746.1735 | 0 | | 2717296 | 85680 | None | 8.4.2 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.PWD CSR 2023-24, Vol-II, P. No. 41, I. No. 8.4.2 | Sqm | 327.6 | 327.6 | 1002.54 | False | None | None | False | None | False | 328432.104 | 0 | | 2717297 | 85680 | None | 17.1 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ( public works department (SCHEDULE OF RATES for BUILDINGS 2023 - 2024 VOLUME - 2 I.No.17.1 P.No.175 ) | Cum | 1052.1 | 1052.1 | 87.75 | False | None | None | False | None | False | 92321.775 | 0 | | 2717298 | 85680 | None | 7-A-38 | a) Granular Aggregates (40mm downsize)(COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS2023 - 2024 GOVERNMENT OF KARNATAKA VOLUME -1 Sl.No.7 P.No.A-38) | Cum | 1249.5 | 1249.5 | 20.25 | False | None | None | False | None | False | 25302.375 | 0 | | 2717299 | 85680 | None | 4-A-38 | Granular Aggregates (20mm downsize) (COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS2023 - 2024 GOVERNMENT OF KARNATAKA VOLUME -1 Sl.No.4 P.No.A-38) | Cum | 1399.65 | 1399.65 | 20.25 | False | None | None | False | None | False | 28342.9125 | 0 | | 2717300 | 85680 | None | 17.2 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge (SCHEDULE OF RATES for BUILDINGS 2023 - 2024 VOLUME - 2 I.No.17.2 P.No.175 ) | Cum | 1245.3 | 1245.3 | 20.25 | False | None | None | False | None | False | 25217.325 | 0 | | 2717301 | 85680 | None | 238 | Coarse sand (SCHEDULE OF RATES for BUILDINGS 2023 - 2024 VOLUME - 2 Sl.No.238 P.No.A-19) | Cum | 1549.8 | 1549.8 | 20.25 | False | None | None | False | None | False | 31383.45 | 0 | | 2717302 | 85680 | None | 3.41.2 | Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. (300mm thick) (Water Resources Department Minor Irrigation & Ground Water Development Department Karnataka Power Corporation LimitedUniform Common Schedule of Rates 2023-24GOVERNMENT OF KARNATAKA VOLUME - 4 I.No3.41.2 P.No.54) | Cum | 477.75 | 477.75 | 96.0 | False | None | None | False | None | False | 45864.0 | 0 | | 2717303 | 85680 | None | 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. (All other type of structures)(COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS 2023 - 2024 GOVERNMENT OF KARNATAKAVOLUME - 1, P.No.71, I.No.2.11 h) | t | 82961.55 | 82961.55 | 1.22 | False | None | None | False | None | False | 101213.091 | 0 | | 2717304 | 85680 | None | 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Substructure 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 sizegraded crushed coarse aggregates VOL-1 PWD DSR 2023-24 I.NO 2.4.2 P NO:16 | Cum | 6639.15 | 6639.15 | 20.28 | False | None | None | False | None | False | 134641.962 | 0 | | 2717305 | 85680 | None | A-7 | Formwork shall be added on percentage basis to the finished concrete item rate for Drain formwork shall be considerd as 35% DSR 2023-24 Volume-II Page No. A(7) Item No.22-2 | Cum | 2323.7 | 2323.7 | 20.28 | False | None | None | False | None | False | 47124.636 | 0 |
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