| 1708659913000 | 0 | None | None | Other Works | P18Construction of CC Road, Slab & Toilet in Infront of Mardanali Darga in Koppal City Limit. | 543713.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2772385 | 88377 | None | code01 | 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 work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 36.0 | False | None | None | False | None | False | 3855.6 | 0 | | 2772386 | 88377 | None | code02 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 18.0 | False | None | None | False | None | False | 9317.7 | 0 | | 2772387 | 88377 | None | code03 | Construction of Granular Sub-Base of required grading as per design 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 and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 A Plant Mix Method (v) For Grading -V Material Ref. to MoRT&H : IRC 401 | Cum | 2611.35 | 2611.35 | 18.0 | False | None | None | False | None | False | 47004.3 | 0 | | 2772388 | 88377 | None | code04 | 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 paver/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 | 18.0 | False | None | None | False | None | False | 48365.1 | 0 | | 2772389 | 88377 | None | code05 | 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 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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 | 7091.7 | 7091.7 | 27.0 | False | None | None | False | None | False | 191475.9 | 0 | | 2772390 | 88377 | None | code06 | 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. PWD SR 2023-24 , Page No-176, SI. No. 17.12, Volume -2 | Sqm | 974.4 | 974.4 | 24.0 | False | None | None | False | None | False | 23385.6 | 0 | | 2772391 | 88377 | None | code07 | 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 work In all kinds of soils Depth upto 3 m | Cum | 76.65 | 76.65 | 29.5 | False | None | None | False | None | False | 2261.175 | 0 | | 2772392 | 88377 | None | code08 | 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 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5632.2 | 5632.2 | 2.35 | False | None | None | False | None | False | 13235.67 | 0 | | 2772393 | 88377 | None | code09 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6794.55 | 6794.55 | 2.35 | False | None | None | False | None | False | 15967.1925 | 0 | | 2772394 | 88377 | None | code10 | 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. | Sqm | 1262.1 | 1262.1 | 16.0 | False | None | None | False | None | False | 20193.6 | 0 | | 2772395 | 88377 | None | code11 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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 directions of Engineer-in-charge. | Sqm | 399.0 | 399.0 | 31.0 | False | None | None | False | None | False | 12369.0 | 0 | | 2772396 | 88377 | None | code12 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4458.3 | 4458.3 | 10.0 | False | None | None | False | None | False | 44583.0 | 0 | | 2772397 | 88377 | None | code13 | 4 inch CPVC Pipe | Mtr | 275.0 | 275.0 | 60.0 | False | None | None | False | None | False | 16500.0 | 0 | | 2772398 | 88377 | None | code14 | 4 inch CPVC Elbow | Nos | 380.0 | 380.0 | 20.0 | False | None | None | False | None | False | 7600.0 | 0 | | 2772399 | 88377 | None | code15 | 4 inch CPVC Tee | Nos | 380.0 | 380.0 | 20.0 | False | None | None | False | None | False | 7600.0 | 0 | | 2772400 | 88377 | None | code16 | Medar Tatti LS | Each | 80000.0 | 80000.0 | 1.0 | False | None | None | False | None | False | 80000.0 | 0 |
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