| 1721887625000 | 1 | None | None | Buildings | Construction of Rain Water Harvesting Kasturaba Ladies Hostel and Sukalapet Govt Scholl and Compound Wall and other development work CMC Pump House in Ward No. 29 Near Yallamma Temple and Providing and Fixing of Doors and Windows and Development work CMC Pump House at Near TLBC Canal in Sindhanur Municipal Limit. | 2777324.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3612444 | 131319 | 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 | 305.55 | 305.55 | 500.0 | False | None | None | False | None | False | 152775.0 | 0 | | 3612445 | 131319 | 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 | 1956.15 | 1956.15 | 30.0 | False | None | None | False | None | False | 58684.5 | 0 | | 3612446 | 131319 | 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 | 1052.1 | 1052.1 | 11.25 | False | None | None | False | None | False | 11836.125 | 0 | | 3612447 | 131319 | 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 | 1245.3 | 1245.3 | 6.75 | False | None | None | False | None | False | 8405.775 | 0 | | 3612448 | 131319 | 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 | 1251.6 | 1251.6 | 4.5 | False | None | None | False | None | False | 5632.2 | 0 | | 3612449 | 131319 | 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 | 1405.95 | 1405.95 | 4.5 | False | None | None | False | None | False | 6326.775 | 0 | | 3612450 | 131319 | 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 | 1179.15 | 1179.15 | 3.0 | False | None | None | False | None | False | 3537.45 | 0 | | 3612451 | 131319 | 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 | 1592.85 | 1592.85 | 5.0 | False | None | None | False | None | False | 7964.25 | 0 | | 3612452 | 131319 | 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 | 972.3 | 972.3 | 5.0 | False | None | None | False | None | False | 4861.5 | 0 | | 3612453 | 131319 | 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 | 1228.5 | 1228.5 | 9.0 | False | None | None | False | None | False | 11056.5 | 0 | | 3612454 | 131319 | None | code11 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle | Sqm | 412.65 | 412.65 | 15.0 | False | None | None | False | None | False | 6189.75 | 0 | | 3612455 | 131319 | None | code12 | 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 | 107.1 | 107.1 | 280.7 | False | None | None | False | None | False | 30062.97 | 0 | | 3612456 | 131319 | None | code13 | 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 | 13.76 | False | None | None | False | None | False | 81833.472 | 0 | | 3612457 | 131319 | None | code14 | 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 | 93929.85 | 93929.85 | 2.16 | False | None | None | False | None | False | 202888.476 | 0 | | 3612458 | 131319 | None | code15 | 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 | 6639.15 | 6639.15 | 14.43 | False | None | None | False | None | False | 95802.9345 | 0 | | 3612459 | 131319 | None | code16 | 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 | 4.41 | False | None | None | False | None | False | 17567.1909 | 0 | | 3612460 | 131319 | None | code17 | 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 | 454.65 | 454.65 | 9.0 | False | None | None | False | None | False | 4091.85 | 0 | | 3612461 | 131319 | None | code18 | 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 | 8631.0 | 8631.0 | 15.46 | False | None | None | False | None | False | 133435.26 | 0 | | 3612462 | 131319 | None | code19 | 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 | 1024.8 | 1024.8 | 2.4 | False | None | None | False | None | False | 2459.52 | 0 | | 3612463 | 131319 | None | code20 | 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 | 267.75 | 267.75 | 141.6 | False | None | None | False | None | False | 37913.4 | 0 | | 3612464 | 131319 | None | code21 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 | 143.85 | 143.85 | 250.2 | False | None | None | False | None | False | 35991.27 | 0 | | 3612465 | 131319 | None | code22 | Supply and fixing of Filter Media 4" Inch | Each | 10000.0 | 10000.0 | 2.0 | False | None | None | False | None | False | 20000.0 | 0 | | 3612466 | 131319 | None | code23 | 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 | 311.4604 | False | None | None | False | None | False | 155013.84108 | 0 | | 3612467 | 131319 | None | code24 | 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 | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | | 3612468 | 131319 | None | code25 | 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 | 50.4 | 50.4 | 280.0 | False | None | None | False | None | False | 14112.0 | 0 | | 3612469 | 131319 | None | code26 | Supplying and drawing Flexible Multi core Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 4C x 1.5 mm2 | Mtr | 98.7 | 98.7 | 100.0 | False | None | None | False | None | False | 9870.0 | 0 | | 3612470 | 131319 | None | code27 | Supply and fixing of 1 HP Monoblack Moto ISI Mark wit All Materials | Each | 10000.0 | 10000.0 | 2.0 | False | None | None | False | None | False | 20000.0 | 0 | | 3612471 | 131319 | None | code28 | 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 | 51.21 | False | None | None | False | None | False | 137598.7095 | 0 | | 3612472 | 131319 | None | code29 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) | Sqm | 1121.4 | 1121.4 | 479.52 | False | None | None | False | None | False | 537733.728 | 0 | | 3612473 | 131319 | None | code30 | 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 | 2.45 | False | None | None | False | None | False | 17426.115 | 0 | | 3612474 | 131319 | None | code31 | 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 - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9800.65 | 9800.65 | 30.39 | False | None | None | False | None | False | 297841.7535 | 0 | | 3612475 | 131319 | None | code32 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 1904.7 | 1904.7 | 4.19 | False | None | None | False | None | False | 7980.693 | 0 | | 3612476 | 131319 | None | code33 | Old Terrace tile surface repair with UV Resistant hybrid waterproofing coating Providing and Applying Polyurethane hybrid liquid applied GRIHA certified Waterproofing coating with flutyne protection technology, single component, cold applied, water based acrylic and UV resistant water proofing treatment to the Existing Roof having Tile or any non porous surface applied @ 1.5 l m2 in 2 coats to achieve 1mm DFT, having tensile strength with 45 gsm glass fibre mesh 4N/mm2 confirming to ASTM D 412; Elongation at break 300% and Crack bridging ability up to 3mm, SRI Index 106 as per ASTM E 1980-01, Water permeability @5 bar Nil as per EN12390 - 8:2019, including surface preparation, priming the surface with single component high performance waterborne tile primer which is suitable for non - porous surface at a rate of 0.083 L/m2 and spreading 45 gsm glass fibre mesh of 2.5 mm x 2.5 mm sandwiched between the first and second coat completely as per specification. The finished cost to include surface preparation, making coving at Junction, treatment of cracks completely as per specification | Sqm | 1009.05 | 1009.05 | 27.3 | False | None | None | False | None | False | 27547.065 | 0 | | 3612477 | 131319 | None | code34 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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 | 253.05 | 253.05 | 246.2 | False | None | None | False | None | False | 62300.91 | 0 | | 3612478 | 131319 | None | code35 | 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 welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions
of the Engineer-in-Charge. | Kgs | 142.8 | 142.8 | 1800.0 | False | None | None | False | None | False | 257040.0 | 0 | | 3612479 | 131319 | None | code36 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base | Mtr | 250.95 | 250.95 | 70.0 | False | None | None | False | None | False | 17566.5 | 0 | | 3612480 | 131319 | None | code37 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. | Each | 6667.5 | 6667.5 | 1.0 | False | None | None | False | None | False | 6667.5 | 0 | | 3612481 | 131319 | None | code38 | Form Work
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. | Cum | 2323.7 | 2323.7 | 10.02 | False | None | None | False | None | False | 23283.474 | 0 | | 3612482 | 131319 | None | code39 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL 9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 6878.55 | 6878.55 | 14.4 | False | None | None | False | None | False | 99051.12 | 0 | | 3612483 | 131319 | None | code40 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. E.R.W. tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 136.5 | 136.5 | 150.0 | False | None | None | False | None | False | 20475.0 | 0 | | 3612484 | 131319 | None | code41 | Supplying and instalation of ISI Mark Fire Mate Ground Level Equlent Size | Each | 3500.0 | 3500.0 | 20.0 | False | None | None | False | None | False | 70000.0 | 0 | | 3612485 | 131319 | None | code42 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) | Sqm | 165.9 | 165.9 | 20.0 | False | None | None | False | None | False | 3318.0 | 0 | | 3612486 | 131319 | None | code43 | 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. 80x1.25 mm M.S. laths with 1.25 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. | Sqm | 2764.65 | 2764.65 | 12.4 | False | None | None | False | None | False | 34281.66 | 0 |
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