1724673488000 | 0 | None | None | Other Works | Construction of Aerobic Composting Pad (Windrow Platform) at SWM Site in NAGANUR TP Limit. | 4138423.37 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3857698 | 147579 | None | code01 | Compacting original ground supporting embankment 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. | Sqm | 110.25 | 110.25 | 433.2 | False | None | None | False | None | False | 47760.3 | 0 | 3857699 | 147579 | None | code02 | 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 upto1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 446.25 | 446.25 | 93.66 | False | None | None | False | None | False | 41795.775 | 0 | 3857700 | 147579 | None | code03 | 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 | 5947.2 | 5947.2 | 18.08 | False | None | None | False | None | False | 107525.376 | 0 | 3857701 | 147579 | None | code04 | 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 44.78 | False | None | None | False | None | False | 321751.017 | 0 | 3857702 | 147579 | None | code05 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. Drain 35% CSR 2023-24 | Cum | 2514.8 | 2514.8 | 13.5 | False | None | None | False | None | False | 33949.8 | 0 | 3857703 | 147579 | None | code06 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. Plinth Beams, 50% CSR 2023-24 | Cum | 3592.57 | 3592.57 | 31.28 | False | None | None | False | None | False | 112375.5896 | 0 | 3857704 | 147579 | None | code07 | 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 laps and wastages shall not be measured separately) | Tonne | 93929.85 | 93929.85 | 1.48 | False | None | None | False | None | False | 139016.178 | 0 | 3857705 | 147579 | None | code08 | 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 | 24.82 | False | None | None | False | None | False | 6932.226 | 0 | 3857706 | 147579 | None | code09 | 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. | Cum | 497.7 | 497.7 | 371.7 | False | None | None | False | None | False | 184995.09 | 0 | 3857707 | 147579 | None | code10 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density,complete as per clause 401 | Cum | 2478.0 | 2478.0 | 223.02 | False | None | None | False | None | False | 552643.56 | 0 | 3857708 | 147579 | None | code11 | 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 | 223.02 | False | None | None | False | None | False | 599243.589 | 0 | 3857709 | 147579 | None | code12 | 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 inapproved 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 | 5166.0 | 5166.0 | 383.5 | False | None | None | False | None | False | 1981161.0 | 0 | 3857710 | 147579 | None | code13 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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. | Sqm | 182.7 | 182.7 | 50.76 | False | None | None | False | None | False | 9273.852 | 0 |
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