| 1718800928000 | 0 | None | None | Other Works | Construction of Boundary Compound wall at 110KV Sub-station Shirabur | 1694534.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3313364 | 115737 | None | 001 | 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 workIn all kinds of soils Depth upto 3 m ( V-1, I No. 1,14 , P No. 8) | Cum | 102.0 | 102.0 | 83.2 | False | None | None | False | None | False | 8486.4 | 0 | | 3313365 | 115737 | None | 002 | 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. (V-1 , I No. 2.12 / P No. 15) | Cum | 5664.0 | 5664.0 | 15.51 | False | None | None | False | None | False | 87848.64 | 0 | | 3313366 | 115737 | None | 003 | 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 structres ( I No. 2.11 (h) , Page No. 18) Vol -I | Kgs | 79.01 | 79.01 | 2819.52 | False | None | None | False | None | False | 222770.2752 | 0 | | 3313367 | 115737 | None | 004 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (V-1 , I No. 2.2.1.1 / PNo. 15) (For FORM work @ 3%) | Cum | 6475.61 | 6475.61 | 16.86 | False | None | None | False | None | False | 109178.7846 | 0 | | 3313368 | 115737 | None | 005 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (V-1 , I No. 2.2.1.1 / PNo. 15) (For FORM work @ 3%) | Cum | 10687.9 | 10687.9 | 2.0 | False | None | None | False | None | False | 21375.8 | 0 | | 3313369 | 115737 | None | 006 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( V- I, I No. 2.3.1, P No. 16) (For FORM work @ 50%) | Cum | 9484.5 | 9484.5 | 16.54 | False | None | None | False | None | False | 156873.63 | 0 | | 3313370 | 115737 | None | 007 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (V- 1, I No. 2.51, P No. 17 ) (For FORM work @ 70%) | Cum | 11271.0 | 11271.0 | 8.58 | False | None | None | False | None | False | 96705.18 | 0 | | 3313371 | 115737 | None | 008 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (V-2, I No.6.32 , Page No. 14) | Sqm | 1310.0 | 1310.0 | 375.24 | False | None | None | False | None | False | 491564.4 | 0 | | 3313372 | 115737 | None | 009 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates ( V- I No 2.1.6 P No. 15) | Cum | 6555.15 | 6555.15 | 3.13 | False | None | None | False | None | False | 20517.6195 | 0 | | 3313373 | 115737 | None | 010 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to
brick/stone 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 direc tions of Engineer-in-charge. ( V-2 Item No. 8.3.2 , Pno. 41) | Sqm | 333.0 | 333.0 | 890.99 | False | None | None | False | None | False | 296699.67 | 0 | | 3313374 | 115737 | None | 011 | Finishing walls with 100% Premium acrylic emulsion paint having VOC
less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality 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 ( I No. 8.32, P No. 46 V - II) Qty same as S Lno. 11) | Sqm | 156.0 | 156.0 | 890.99 | False | None | None | False | None | False | 138994.44 | 0 | | 3313375 | 115737 | None | 012 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ( V- 2, No. 11.16.1 , P No. 82) | Kgs | 136.0 | 136.0 | 320.0 | False | None | None | False | None | False | 43520.0 | 0 |
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