| 1721290541000 | 0 | None | None | Water supply/sewage lines | CONSTRUCTION OF RAIN WATER HARVESTING TO NN CAMP GOVT. SCHOOL BUILDING IN BALAGANUR TP LIMIT. | 197086.95 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3540795 | 127799 | None | code01 | Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS 13592 type A, including jointing with seal ring conforming to IS 5382, leaving 10mm gap for thermal expansion, (i) single socketed pipes 100 mm diameter | Mtr | 360.55 | 360.55 | 30.0 | False | None | None | False | None | False | 10816.5 | 0 | | 3540796 | 127799 | None | code02 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp | Kgs | 2308.26 | 2308.26 | 5.0 | False | None | None | False | None | False | 11541.3 | 0 | | 3540797 | 127799 | None | code03 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | Cum | 1241.48 | 1241.48 | 4.25 | False | None | None | False | None | False | 5276.29 | 0 | | 3540798 | 127799 | None | code04 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | Cum | 1469.45 | 1469.45 | 2.55 | False | None | None | False | None | False | 3747.0975 | 0 | | 3540799 | 127799 | None | code05 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | Cum | 1476.89 | 1476.89 | 1.7 | False | None | None | False | None | False | 2510.713 | 0 | | 3540800 | 127799 | None | code06 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge | Cum | 1659.02 | 1659.02 | 1.7 | False | None | None | False | None | False | 2820.334 | 0 | | 3540801 | 127799 | None | code07 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 1391.4 | 1391.4 | 3.0 | False | None | None | False | None | False | 4174.2 | 0 | | 3540802 | 127799 | None | code08 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270,of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineerin- charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm | Mtr | 1879.56 | 1879.56 | 5.0 | False | None | None | False | None | False | 9397.8 | 0 | | 3540803 | 127799 | None | code09 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | hr | 1147.31 | 1147.31 | 5.0 | False | None | None | False | None | False | 5736.55 | 0 | | 3540804 | 127799 | None | code10 | Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/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 | 1449.63 | 1449.63 | 9.0 | False | None | None | False | None | False | 13046.67 | 0 | | 3540805 | 127799 | None | code11 | 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 | Cum | 126.38 | 126.38 | 28.5 | False | None | None | False | None | False | 3601.83 | 0 | | 3540806 | 127799 | None | code12 | 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 | 7017.7 | 7017.7 | 0.9 | False | None | None | False | None | False | 6315.93 | 0 | | 3540807 | 127799 | None | code13 | 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 - For Buildings | Tonne | 110837.22 | 110837.22 | 0.06 | False | None | None | False | None | False | 6650.2332 | 0 | | 3540808 | 127799 | None | code14 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7834.2 | 7834.2 | 0.7 | False | None | None | False | None | False | 5483.94 | 0 | | 3540809 | 127799 | None | code15 | Form Work
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate | Sqm | 3983.49 | 3983.49 | 0.7 | False | None | None | False | None | False | 2788.443 | 0 | | 3540810 | 127799 | None | code16 | 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 | 536.49 | 536.49 | 0.6 | False | None | None | False | None | False | 321.894 | 0 | | 3540811 | 127799 | None | code17 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 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 | 10184.58 | 10184.58 | 6.21 | False | None | None | False | None | False | 63246.2418 | 0 | | 3540812 | 127799 | None | code18 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 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. | Sqm | 1209.26 | 1209.26 | 4.8 | False | None | None | False | None | False | 5804.448 | 0 | | 3540813 | 127799 | None | code19 | Providing 12 mm cement plaster with cement mortar 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. | Sqm | 315.95 | 315.95 | 28.75 | False | None | None | False | None | False | 9083.5625 | 0 | | 3540814 | 127799 | None | code20 | Supply and fixing of Filter Media 4Inch | Each | 11800.0 | 11800.0 | 1.0 | False | None | None | False | None | False | 11800.0 | 0 | | 3540815 | 127799 | None | code21 | 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 | 587.29 | 587.29 | 1.5 | False | None | None | False | None | False | 880.935 | 0 | | 3540816 | 127799 | None | code22 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Ltr | 11.15 | 11.15 | 1000.0 | False | None | None | False | None | False | 11150.0 | 0 | | 3540817 | 127799 | None | code23 | Supplying 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. for: PVC pipes 25mm dia, 10 kg/sqcm & class 5 | Mtr | 59.47 | 59.47 | 15.0 | False | None | None | False | None | False | 892.05 | 0 |
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