| 1724676429000 | 0 | None | None | Roads | Construction of road at Govt Ration Dipo and beside roads of 2nd cross 1st main Sharadadevi nagar at ward no 19,Improvements of road and drain at Dhobighat and SS puram 8th cross 6th main link road at ward no 25,construction of remaining road at Krishnanagar 7th cross at ward no 27,Improvements of road from Sukrutha hospital to Jayanagar East at ward no 31 under TCC limits | 3630352.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3858523 | 147621 | None | code01 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 6.3 | 6.3 | 222.08 | False | None | None | False | None | False | 1399.104 | 0 | | 3858524 | 147621 | None | code02 | 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 | 2687.0 | 2687.0 | 296.3 | False | None | None | False | None | False | 796158.1 | 0 | | 3858525 | 147621 | None | code03 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. | Sqm | 43.1 | 43.1 | 1480.5 | False | None | None | False | None | False | 63809.55 | 0 | | 3858526 | 147621 | None | code04 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7835.1 | 7835.1 | 138.03 | False | None | None | False | None | False | 1081478.853 | 0 | | 3858527 | 147621 | None | code05 | Tack coat on Bituminous surface
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.6 | 12.6 | 2760.5 | False | None | None | False | None | False | 34782.3 | 0 | | 3858528 | 147621 | None | code06 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 10659.6 | 10659.6 | 69.01 | False | None | None | False | None | False | 735618.996 | 0 | | 3858529 | 147621 | None | code07 | 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 | 2.56 | False | None | None | False | None | False | 22095.36 | 0 | | 3858530 | 147621 | None | code08 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) | Cum | 6639.15 | 6639.15 | 0.42 | False | None | None | False | None | False | 2788.443 | 0 | | 3858531 | 147621 | None | code09 | 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 | 3.76 | False | None | None | False | None | False | 1006.74 | 0 | | 3858532 | 147621 | None | code10 | SFRC MH Circ. 560 Frame+Cover HD | Set | 1470.0 | 1470.0 | 4.0 | False | None | None | False | None | False | 5880.0 | 0 | | 3858533 | 147621 | 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. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 22.23 | False | None | None | False | None | False | 2380.833 | 0 | | 3858534 | 147621 | 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 thick ness, 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 appur tenances 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 | 2.85 | False | None | None | False | None | False | 16949.52 | 0 | | 3858535 | 147621 | None | code13 | 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 | 5.89 | False | None | None | False | None | False | 39104.5935 | 0 | | 3858536 | 147621 | None | code14 | Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. For Cement Concrete Drain Walls works consider 35% of item concrete rate (Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding) | Cum | 2323.7 | 2323.7 | 3.42 | False | None | None | False | None | False | 7947.054 | 0 | | 3858537 | 147621 | None | code15 | 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 | Sqm | 974.4 | 974.4 | 30.0 | False | None | None | False | None | False | 29232.0 | 0 | | 3858538 | 147621 | None | code16 | Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete. For 63mm (0.075) to 315mm(0.787) | Mtr | 348.6 | 348.6 | 20.0 | False | None | None | False | None | False | 6972.0 | 0 | | 3858539 | 147621 | None | code17 | PVC pipe - OD 110mm and 6 Kg/sqcm | Mtr | 267.75 | 267.75 | 20.0 | False | None | None | False | None | False | 5355.0 | 0 | | 3858540 | 147621 | None | code18 | PVC pipe - OD 63mm and 4 Kg/sqcm | Mtr | 92.4 | 92.4 | 20.0 | False | None | None | False | None | False | 1848.0 | 0 | | 3858541 | 147621 | None | code19 | 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. | Tonne | 82961.55 | 82961.55 | 0.29 | False | None | None | False | None | False | 24058.8495 | 0 | | 3858542 | 147621 | None | code20 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 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 | 8376.9 | 8376.9 | 0.57 | False | None | None | False | None | False | 4774.833 | 0 | | 3858543 | 147621 | 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 | 497.7 | 497.7 | 42.0 | False | None | None | False | None | False | 20903.4 | 0 | | 3858544 | 147621 | None | code22 | 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. | Cum | 110.25 | 110.25 | 234.0 | False | None | None | False | None | False | 25798.5 | 0 | | 3858545 | 147621 | None | code23 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 42.0 | False | None | None | False | None | False | 264114.9 | 0 | | 3858546 | 147621 | None | code24 | 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 | 42.0 | False | None | None | False | None | False | 297851.4 | 0 | | 3858547 | 147621 | None | code25 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means | Sqm | 55.65 | 55.65 | 1280.0 | False | None | None | False | None | False | 71232.0 | 0 | | 3858548 | 147621 | None | code26 | Providing and laying in position cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) | Cum | 6601.35 | 6601.35 | 0.43 | False | None | None | False | None | False | 2838.5805 | 0 | | 3858549 | 147621 | None | code27 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 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 | 309.75 | 309.75 | 7.54 | False | None | None | False | None | False | 2335.515 | 0 | | 3858550 | 147621 | None | code28 | 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 | 15.36 | False | None | None | False | None | False | 7951.104 | 0 | | 3858551 | 147621 | None | code29 | 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 25mm dia, 10 kg/sqcm & class 5 | Mtr | 50.4 | 50.4 | 12.0 | False | None | None | False | None | False | 604.8 | 0 | | 3858552 | 147621 | None | code30 | 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 | Mtr | 169.05 | 169.05 | 6.0 | False | None | None | False | None | False | 1014.3 | 0 | | 3858553 | 147621 | None | code31 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata,All kinds of soils. Depth upto 1.50 m. | Cum | 275.1 | 275.1 | 20.25 | False | None | None | False | None | False | 5570.775 | 0 | | 3858554 | 147621 | None | code32 | PVC pipes of 8 Kg/cm2 for 200mm(6.233) | Mtr | 983.85 | 983.85 | 22.5 | False | None | None | False | None | False | 22136.625 | 0 | | 3858555 | 147621 | None | code33 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover | No | 4447.8 | 4447.8 | 5.0 | False | None | None | False | None | False | 22239.0 | 0 | | 3858556 | 147621 | None | code34 | Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. | No | 424.2 | 424.2 | 5.0 | False | None | None | False | None | False | 2121.0 | 0 |
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