1723310867000 | 0 | None | None | Buildings | Construction of underground water tank or SUMP TANK at SHEDABAL SWM site | 141825.42 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3747855 | 140207 | None | code01 | Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. ( CM SR 2023-24 P.No. 9/Vol-3/ 2.5 (ii)/A ) By Mechanical Means using Dozer, In area of light jungle | ha | 404.79 | 404.79 | 0.1 | False | None | None | False | None | False | 40.479 | 0 | 3747856 | 140207 | None | code02 | Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m ( CM SR 2023-24 P.No. 8/Vol-1/ 1.14.1 ) | Cum | 105.6 | 105.6 | 21.19 | False | None | None | False | None | False | 2237.664 | 0 | 3747857 | 140207 | None | code03 | Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m ( CM SR 2023-24 P.No. 8/Vol-1/ 1.14.1 ) | Cum | 373.89 | 373.89 | 2.35 | False | None | None | False | None | False | 878.6415 | 0 | 3747858 | 140207 | None | code04 | 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 pertechnical 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 ( CM SR 2023-24 P.No.15/Vol-1/2.1.3 ) | Cum | 6168.67 | 6168.67 | 1.02 | False | None | None | False | None | False | 6292.0434 | 0 | 3747859 | 140207 | None | code05 | 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 (CM SR 2023-24/P.No.16/Vol-1/2.4.2) | Cum | 7163.96 | 7163.96 | 6.6 | False | None | None | False | None | False | 47282.136 | 0 | 3747860 | 140207 | None | code06 | 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 (CM SR 2023-24/P.No.16/Vol-1/2.4.2) | Cum | 9769.04 | 9769.04 | 1.35 | False | None | None | False | None | False | 13188.204 | 0 | 3747861 | 140207 | None | code07 | 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. (CM SR 2023-24/P.No.18/Vol-1/2.11 a) | Cum | 92140.7 | 92140.7 | 0.63 | False | None | None | False | None | False | 58048.641 | 0 | 3747862 | 140207 | None | code08 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CM SR 2023-24/P.No.45/Vol-2/8.28) | Cum | 91.67 | 91.67 | 24.0 | False | None | None | False | None | False | 2200.08 | 0 | 3747863 | 140207 | None | code09 | Supplying and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete. ( CM SR 2023-24 P.No.196/Vol-5/ 16.23.2)Heavy Duty | Cum | 2640.92 | 2640.92 | 1.0 | False | None | None | False | None | False | 2640.92 | 0 | 3747864 | 140207 | None | code10 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: (CM SR 2023-24/P.No.85/Vol-5/7.1.1) | m | 4508.31 | 4508.31 | 2.0 | False | None | None | False | None | False | 9016.62 | 0 |
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