| 1709183955000 | 0 | None | None | Other Works | Formation of 32M Wide Road No-4A & 24M Wide Road No-5A, Construction of Side Drains and Providing HDPE Water Supply Pipeline at Hi-Tech Defence & Aerospace Park, Phase-1 (IT Sector), Bengaluru Urban District. | 28386664.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2852144 | 92557 | None | code01 | Formation of Road : 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 126.38 | 126.38 | 3693.6 | False | None | None | False | None | False | 466797.168 | 0 | | 2852145 | 92557 | None | code02 | 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 130.1 | 130.1 | 2462.4 | False | None | None | False | None | False | 320358.24 | 0 | | 2852146 | 92557 | None | code03 | 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 587.29 | 587.29 | 6746.13 | False | None | None | False | None | False | 3961934.6877 | 0 | | 2852147 | 92557 | None | code04 | Construction of Subgrade and Earthen Shoulders,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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 511.71 | 511.71 | 748.8 | False | None | None | False | None | False | 383168.448 | 0 | | 2852148 | 92557 | None | code05 | Construction of Median and Island with Soil Taken from Borrow Areas
Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 672.78 | 672.78 | 96.57 | False | None | None | False | None | False | 64970.3646 | 0 | | 2852149 | 92557 | None | code06 | 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 For Grading -V Material. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 2922.8 | 2922.8 | 1096.65 | False | None | None | False | None | False | 3205288.62 | 0 | | 2852150 | 92557 | None | code07 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam pecification 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 onwell prepared surface and compacting with vibratory roller to achieve the desired density. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 3170.6 | 3170.6 | 844.7 | False | None | None | False | None | False | 2678205.82 | 0 | | 2852151 | 92557 | None | code08 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 100 mm Kerb Stone complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Rmtr | 329.57 | 329.57 | 180.0 | False | None | None | False | None | False | 59322.6 | 0 | | 2852152 | 92557 | None | code09 | 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 0.70 kg per m2 using mechanical means. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 50.8 | 50.8 | 3964.5 | False | None | None | False | None | False | 201396.6 | 0 | | 2852153 | 92557 | None | code10 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 11707.31 | 11707.31 | 297.47 | False | None | None | False | None | False | 3482573.5057 | 0 | | 2852154 | 92557 | None | code11 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on granular surface complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 17.35 | 17.35 | 3966.25 | False | None | None | False | None | False | 68814.4375 | 0 | | 2852155 | 92557 | None | code12 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 13572.01 | 13572.01 | 158.65 | False | None | None | False | None | False | 2153199.3865 | 0 | | 2852156 | 92557 | None | code13 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 135.05 | 135.05 | 140.7 | False | None | None | False | None | False | 19001.535 | 0 | | 2852157 | 92557 | None | code14 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015 .The finished surface to be level, uniform and free from streaks and holes. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 656.67 | 656.67 | 128.3 | False | None | None | False | None | False | 84250.761 | 0 | | 2852158 | 92557 | None | code15 | Construction of RCC Drain : 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, 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 126.38 | 126.38 | 1781.77 | False | None | None | False | None | False | 225180.0926 | 0 | | 2852159 | 92557 | None | code16 | Providing and laying in 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 nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 7420.37 | 7420.37 | 168.75 | False | None | None | False | None | False | 1252187.4375 | 0 | | 2852160 | 92557 | None | code17 | 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 to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Drain complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 10576.17 | 10576.17 | 324.48 | False | None | None | False | None | False | 3431755.6416 | 0 | | 2852161 | 92557 | None | code18 | 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 to be paid separately)- For SWD M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 10576.17 | 10576.17 | 67.5 | False | None | None | False | None | False | 713891.475 | 0 | | 2852162 | 92557 | None | code19 | 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 to be paid separately)- For Culvert M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 9401.04 | 9401.04 | 54.0 | False | None | None | False | None | False | 507656.16 | 0 | | 2852163 | 92557 | None | code20 | 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 All other type of structures complete as per drawing and technical specification complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Tonne | 97894.63 | 97894.63 | 34.8 | False | None | None | False | None | False | 3406733.124 | 0 | | 2852164 | 92557 | None | code21 | 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 329.57 | 329.57 | 592.2 | False | None | None | False | None | False | 195171.354 | 0 | | 2852165 | 92557 | None | code22 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical Specifications complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Rmtr | 296.12 | 296.12 | 187.2 | False | None | None | False | None | False | 55433.664 | 0 | | 2852166 | 92557 | None | code23 | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Single Row for one utility service complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Rmtr | 2740.67 | 2740.67 | 127.0 | False | None | None | False | None | False | 348065.09 | 0 | | 2852167 | 92557 | None | code24 | HDPE Water Supply Pipeline : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 soil Dept upto 1.5m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 324.62 | 324.62 | 449.28 | False | None | None | False | None | False | 145845.2736 | 0 | | 2852168 | 92557 | None | code25 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. PN 6 PE100 160mm Dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Rmtr | 1017.22 | 1017.22 | 624.0 | False | None | None | False | None | False | 634745.28 | 0 | | 2852169 | 92557 | None | code26 | Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 10.0, For TP Air Valves of 100mm dia. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Each | 45940.88 | 45940.88 | 3.0 | False | None | None | False | None | False | 137822.64 | 0 | | 2852170 | 92557 | None | code27 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-16 150mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Each | 26204.85 | 26204.85 | 3.0 | False | None | None | False | None | False | 78614.55 | 0 | | 2852171 | 92557 | None | code28 | 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 198.24 | 198.24 | 340.48 | False | None | None | False | None | False | 67496.7552 | 0 | | 2852172 | 92557 | None | code29 | CROSS BOARDS : Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixd to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 12020.78 | 12020.78 | 3.06 | False | None | None | False | None | False | 36783.5868 | 0 |
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