1723746301000 | 0 | None | None | Other Works | Construction of RCC Drain with cover slab, Road & Drain in Ward No. 10 (Municipal Fund) | 2707779.98 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3783061 | 142934 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 225.0 | False | None | None | False | None | False | 57172.5 | 0 | 3783062 | 142934 | None | code02 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 22.5 | False | None | None | False | None | False | 133812.0 | 0 | 3783063 | 142934 | None | code03 | Providing and laying in position 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 necessary, 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9080.51 | 9080.51 | 115.05 | False | None | None | False | None | False | 1044712.6755 | 0 | 3783064 | 142934 | None | code04 | 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 type of structures | Tonne | 82961.55 | 82961.55 | 2.808 | False | None | None | False | None | False | 232956.0324 | 0 | 3783065 | 142934 | None | code05 | RCC hume pipe Circular pump house: Providing precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm etc. complete | Each | 17221.05 | 17221.05 | 2.0 | False | None | None | False | None | False | 34442.1 | 0 | 3783066 | 142934 | None | code06 | Medium Duty GI pipe of 40mm dia | Mtr | 512.4 | 512.4 | 12.0 | False | None | None | False | None | False | 6148.8 | 0 | 3783067 | 142934 | None | code07 | GI bend 40mm | Nos | 280.35 | 280.35 | 4.0 | False | None | None | False | None | False | 1121.4 | 0 | 3783068 | 142934 | None | code08 | Medium Duty GI pipe of 20mm dia | Mtr | 257.25 | 257.25 | 4.0 | False | None | None | False | None | False | 1029.0 | 0 | 3783069 | 142934 | None | code09 | GI Collar 40mm dia | Nos | 216.3 | 216.3 | 4.0 | False | None | None | False | None | False | 865.2 | 0 | 3783070 | 142934 | None | code10 | GI Collar 20mm dia | Nos | 103.95 | 103.95 | 4.0 | False | None | None | False | None | False | 415.8 | 0 | 3783071 | 142934 | None | code11 | Providing GM gland cocks tested against hydraulic pressure of 20 Kg/m² with ISI mark. For 20 mm dia GM gland cocks | Nos | 439.95 | 439.95 | 4.0 | False | None | None | False | None | False | 1759.8 | 0 | 3783072 | 142934 | None | code12 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark For 40 mm dia GM (Copper alloy) Gate valves | Nos | 1575.0 | 1575.0 | 2.0 | False | None | None | False | None | False | 3150.0 | 0 | 3783073 | 142934 | None | code13 | Supply and delivery at site wrought middle steel (galvanized) GI plugs confirming to IS 1239-II, 1991 with latest amendments if any For 40 mm dia GI Plugs | Nos | 184.8 | 184.8 | 4.0 | False | None | None | False | None | False | 739.2 | 0 | 3783074 | 142934 | None | code14 | Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any For 20 mm dia GI Union | Nos | 135.45 | 135.45 | 4.0 | False | None | None | False | None | False | 541.8 | 0 | 3783075 | 142934 | None | code15 | Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ 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 | Cum | 185.85 | 185.85 | 177.72 | False | None | None | False | None | False | 33029.262 | 0 | 3783076 | 142934 | None | code16 | 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 40 mm and down size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 2.6 | False | None | None | False | None | False | 16349.97 | 0 | 3783077 | 142934 | None | code17 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 4.7 | False | None | None | False | None | False | 27690.285 | 0 | 3783078 | 142934 | None | code18 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work | Each | 1976.1 | 1976.1 | 2.0 | False | None | None | False | None | False | 3952.2 | 0 | 3783079 | 142934 | None | code19 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 63mm dia., 6 kg/sqcm & class 3 | Rmtr | 70.35 | 70.35 | 400.0 | False | None | None | False | None | False | 28140.0 | 0 | 3783080 | 142934 | None | code20 | Refilling available earth around trenches/pipelines, cables in layers not
exceeding 20 cms in depth, compacting each deposited layer by ramming after
watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour
complete as per specifications | Cum | 168.0 | 168.0 | 177.72 | False | None | None | False | None | False | 29856.96 | 0 | 3783081 | 142934 | None | code22 | 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 | 60.0 | False | None | None | False | None | False | 29862.0 | 0 | 3783082 | 142934 | None | code23 | 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 For Grading -II Material | Cum | 2686.95 | 2686.95 | 60.0 | False | None | None | False | None | False | 161217.0 | 0 | 3783083 | 142934 | None | code24 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) | Cum | 7112.7 | 7112.7 | 90.0 | False | None | None | False | None | False | 640143.0 | 0 | 3783084 | 142934 | None | code25 | Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner) | Cum | 1214.85 | 1214.85 | 180.0 | False | None | None | False | None | False | 218673.0 | 0 |
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