1707901112000 | 0 | None | None | Buildings | Construction of Plastic Waste Management Plant (MRF) in Kadoor Gram Panchayath of Brahmavar Taluk. | 6308802.25 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2586504 | 80354 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling 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, usage& other appurtenances required to complete the work..(PWD SR 2023-24 Vol-1 I.No 1.2) | Cum | 644.0 | 644.0 | 708.75 | False | None | None | False | None | False | 456435.0 | 0 | 2586505 | 80354 | None | code02 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering and liftupto 1.5 m including cost of labour, tools, usage& other appurtenances requiredto complete the work.(PWD SR 2023-24 VOl-1 I.No 1.6). | Cum | 542.08 | 542.08 | 95.13 | False | None | None | False | None | False | 51568.0704 | 0 | 2586506 | 80354 | None | code03 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Vol-1 Item No. 2.1.3) | Cum | 6707.68 | 6707.68 | 38.936 | False | None | None | False | None | False | 261170.22848 | 0 | 2586507 | 80354 | None | code04 | Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete. (PWD SR Vol-2 Item No. 9.1) | Sqm | 505.12 | 505.12 | 313.385 | False | None | None | False | None | False | 158297.0312 | 0 | 2586508 | 80354 | None | code05 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Vol-2 Item No. 2.2.1.1) | Cum | 7323.1 | 7323.1 | 25.98 | False | None | None | False | None | False | 190254.138 | 0 | 2586509 | 80354 | None | code06 | 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.Buildings (PWD SR Vol-2 Item No. 2.11.a) | Tonne | 100191.84 | 100191.84 | 2.358 | False | None | None | False | None | False | 236252.35872 | 0 | 2586510 | 80354 | None | code07 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Vol-2 Item No. 5.4 ) | Cum | 7155.68 | 7155.68 | 53.46 | False | None | None | False | None | False | 382542.6528 | 0 | 2586511 | 80354 | None | code08 | 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.(PWD SR Vol-1 P.No. 7 I.No.1.8) | Cum | 504.34 | 504.34 | 349.55 | False | None | None | False | None | False | 176292.047 | 0 | 2586512 | 80354 | None | code09 | 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. (Item No. 6.32 PWD SR Vol-2) | Sqm | 1467.2 | 1467.2 | 151.94 | False | None | None | False | None | False | 222926.368 | 0 | 2586513 | 80354 | None | code10 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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.(Item No.8.3.1 PWD SR Vol-2) | Sqm | 396.48 | 396.48 | 344.195 | False | None | None | False | None | False | 136466.4336 | 0 | 2586514 | 80354 | None | code11 | 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge(Item No. 11.16.2 PWD SR Vulume 2) | Kg | 164.64 | 164.64 | 19800.0 | False | None | None | False | None | False | 3259872.0 | 0 | 2586515 | 80354 | None | code12 | Providing and fixing bolts including nuts and washers complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Item No. 11.20 PWD SR Vol-2) | Kg | 140.0 | 140.0 | 100.0 | False | None | None | False | None | False | 14000.0 | 0 | 2586516 | 80354 | None | code13 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding(Item No. 11.34A PWD SR Vol-2) | Kg | 188.16 | 188.16 | 630.0 | False | None | None | False | None | False | 118540.8 | 0 | 2586517 | 80354 | None | code14 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.(Item No. 7.38 PWD SR Vol-2) | Sqm | 636.16 | 636.16 | 727.9 | False | None | None | False | None | False | 463060.864 | 0 | 2586518 | 80354 | None | code15 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : (Item No.7.39 PWD SR Vol-2)a) Ridge | Mtr | 505.12 | 505.12 | 30.0 | False | None | None | False | None | False | 15153.6 | 0 | 2586519 | 80354 | None | code16 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : (Item No.7.39 PWD SR Vol-2) b) Gutter | Mtr | 1202.88 | 1202.88 | 60.0 | False | None | None | False | None | False | 72172.8 | 0 | 2586520 | 80354 | None | code17 | 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.(Item No. 11.6.2 PWD SR Vol-2) | Sqm | 2803.36 | 2803.36 | 14.44 | False | None | None | False | None | False | 40480.5184 | 0 | 2586521 | 80354 | None | code18 | Providing and fixing ball bearing for rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge..(Item No. 11.7 PWD SR Vol-2) | Each | 451.36 | 451.36 | 2.0 | False | None | None | False | None | False | 902.72 | 0 | 2586522 | 80354 | None | code19 | Extra for providing Manually operated Bevel Gear Box for operating rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Item No. 11.8.3 PWD SR Vol-2) | Each | 3456.32 | 3456.32 | 1.0 | False | None | None | False | None | False | 3456.32 | 0 | 2586523 | 80354 | None | code20 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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..(Sr PWD Vol-2 I.No.8.39) | Sqm | 142.24 | 142.24 | 344.195 | False | None | None | False | None | False | 48958.2968 | 0 |
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