1725026053000 | 0 | None | None | Other Works | Construction of Windrow Platform at SWM Site in Kukanoor TP Limit | 6578431.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3890516 | 149540 | None | code045 | Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 m 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 | Cum | 107.1 | 107.1 | 238.79 | False | None | None | False | None | False | 25574.409 | 0 | 3890517 | 149540 | None | code046 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 86.87 | False | None | None | False | None | False | 582763.0515 | 0 | 3890518 | 149540 | None | code047 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 163.72 | False | None | None | False | None | False | 45726.996 | 0 | 3890519 | 149540 | None | code048 | 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) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 23.4465 | False | None | None | False | None | False | 153055.235025 | 0 | 3890520 | 149540 | None | code049 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. | Cum | 6652.8 | 6652.8 | 29.5425 | False | None | None | False | None | False | 196540.344 | 0 | 3890521 | 149540 | None | code050 | Providing and removing centering, shutting, strutting, propping etc., for Foundation cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 8% of RAte of concrete) | Cum | 532.22 | 532.22 | 12.6 | False | None | None | False | None | False | 6705.972 | 0 | 3890522 | 149540 | None | code051 | Providing and removing centering, shutting, strutting, propping etc., for Column cost of all materials, labour complete as per specifications. Specification (As per CSR the rate shuttering is 70% of RAte of concrete) | Cum | 4656.96 | 4656.96 | 3.3075 | False | None | None | False | None | False | 15402.8952 | 0 | 3890523 | 149540 | None | code052 | Providing and removing centering, shutting, strutting, propping etc., for Plinth beams cost of all materials, labour complete as per specifications. Specification (As per CSR the rate shuttering is 50% of RAte of concrete) | Cum | 3326.4 | 3326.4 | 13.635 | False | None | None | False | None | False | 45355.464 | 0 | 3890524 | 149540 | None | code053 | Providing and laying in position Reinforced cement concrete (Columns) 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. | Cum | 7185.15 | 7185.15 | 20.5335 | False | None | None | False | None | False | 147536.277525 | 0 | 3890525 | 149540 | None | code054 | Providing and removing centering, shutting, strutting, propping etc., for Columns cost of all materials, labour complete as per specifications. Specification (As per CSR the rate shuttering is 70% of RAte of concrete) | Cum | 5029.6 | 5029.6 | 10.08 | False | None | None | False | None | False | 50698.368 | 0 | 3890526 | 149540 | None | code055 | Providing and removing centering, shutting, strutting, propping etc., for Beams cost of all materials, labour complete as per specifications. Specification (As per CSR the rate shuttering is 60% of RAte of concrete) | Cum | 4311.09 | 4311.09 | 10.4535 | False | None | None | False | None | False | 45065.979315 | 0 | 3890527 | 149540 | None | code056 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 118.65 | 118.65 | 4900.0 | False | None | None | False | None | False | 581385.0 | 0 | 3890528 | 149540 | None | code057 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in (charge.0.63 mm thick with zinc coating not less than 275 g/ m²) | Sqm | 922.95 | 922.95 | 406.929 | False | None | None | False | None | False | 375575.12055 | 0 | 3890529 | 149540 | None | code058 | Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. (0.63 mm thick with zinc coating not less than 275 g/m²). | Mtr | 670.95 | 670.95 | 30.3 | False | None | None | False | None | False | 20329.785 | 0 | 3890530 | 149540 | None | code059 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifica tions and as per directions of Engineer-in-charge. | Sqm | 145.95 | 145.95 | 85.05 | False | None | None | False | None | False | 12413.0475 | 0 | 3890531 | 149540 | None | code060 | Compacting original ground supportingsub-grade Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 110.25 | 110.25 | 161.2 | False | None | None | False | None | False | 17772.3 | 0 | 3890532 | 149540 | None | code061 | Construction of granular sub-base byproviding close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface andcompacting with vibratory power roller to achieve the desired density, complete as per clause 401(For grading -II Material ) | Cum | 2688.0 | 2688.0 | 120.9 | False | None | None | False | None | False | 324979.2 | 0 | 3890533 | 149540 | None | code062 | Wet Mix Macadam (Plant mix method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 120.9 | False | None | None | False | None | False | 324852.255 | 0 | 3890534 | 149540 | None | code063 | 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 M20 (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 m3 capacity and appropriate 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 | Cum | 6692.7 | 6692.7 | 120.9 | False | None | None | False | None | False | 809147.43 | 0 | 3890535 | 149540 | None | code064 | 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. | Cum | 8376.9 | 8376.9 | 122.36 | False | None | None | False | None | False | 1024997.484 | 0 | 3890536 | 149540 | None | code065 | 8.5.2 Providing 15 mm cement plaster on rough side of single or half brick wall 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.
m2 349.00 PWD SR 2023-24 Vol-2 Page no 41 I No 8.5.2 | Sqm | 366.45 | 366.45 | 1097.664 | False | None | None | False | None | False | 402238.9728 | 0 | 3890537 | 149540 | None | code066 | Finishing walls with textured exterior paint of required shade :Old work (Two coats on existing cement paint surface applied @ 3.28 ltr/10 m² including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. | Sqm | 280.8 | 280.8 | 1097.664 | False | None | None | False | None | False | 308224.0512 | 0 | 3890538 | 149540 | None | code067 | 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 | Cum | 6639.15 | 6639.15 | 6.2 | False | None | None | False | None | False | 41162.73 | 0 | 3890539 | 149540 | None | code068 | Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. (As per CSR the rate shuttering is 3% of Rate of concrete) | Cum | 199.17 | 199.17 | 6.2 | False | None | None | False | None | False | 1234.854 | 0 | 3890540 | 149540 | None | code069 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The | MT | 93929.85 | 93929.85 | 9.7468 | False | None | None | False | None | False | 915515.46198 | 0 | 3890541 | 149540 | None | code070 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 2628.15 | 2628.15 | 30.0 | False | None | None | False | None | False | 78844.5 | 0 | 3890542 | 149540 | None | code071 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. | Sqm | 974.4 | 974.4 | 26.0 | False | None | None | False | None | False | 25334.4 | 0 |
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