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noticeInvitingTenderDTO	createdTs 1706868985495 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 10172000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 19-02-2024 16:30:00 tenderQueryClose 08-02-2024 17:30:00 technicalBidOpen 21-02-2024 10:30:00 publishedDate 02-02-2024 18:33:14 publishedByPost KIADB_CE_HOD_BNG publishedByUser KPE10847 - VEERABADRAIAH B R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 09-02-2024 12:05:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Technical Assistant splitEmdRequiredYn True emdBankGuarantee 10072000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08022265383 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1706868985528 version 10 createdDate None modifiedDate None tenderNumber KIADB/2023-24/OW/WORK_INDENT88 title Formation of industrial layout including formation of plots including formation of 45m wide road, 30m wide road, 24m wide road, 18m wide roads, 9m wide roads including asphalting construction of RCC side drains, RCC ducts, RCC cross drainage works, RCC retaining wall, HDPE dual water supply pipe lines, compound, construction of RCC GLSR etc., at Sector-1 in Adinarayanahoshalli industrial layout 2nd phase, Bengaluru Rural District. description Formation of industrial layout including formation of plots including formation of 45m wide road, 30m wide road, 24m wide road, 18m wide roads, 9m wide roads including asphalting construction of RCC side drains, RCC ducts, RCC cross drainage works, RCC retaining wall, HDPE dual water supply pipe lines, compound, construction of RCC GLSR etc., at Sector-1 in Adinarayanahoshalli industrial layout 2nd phase, Bengaluru Rural District. category WORKS categoryText Works ecv 1017153529.77 deptName Karnataka Industrial Areas Development Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5699 locationName KIADB Head Office Bangalore provisionalAmount 1017153529.77 groupOverheadTotal None fileNumber IADB/ENGG/ETND-EP-46(1)/586/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706868986000 0 None None Other Works Formation of Industrial Layout Including Formation of 45M Wide Road, 30M Wide Road, 24M Wide Road, 18M Wide Roads & 9M Wide Roads Including Asphalting, Construction of RCC Side Drains, RCC Ducts, RCC Cross Drainage Works, Retaining Wall, Compound Wall, HDPE Dual Water Supply Pipeline, & GLSR, at Sector-1 in Adinarayanahosahalli, Phase-2 Industrial Area, Doddaballapura Taluk, Bengaluru Rural District. 1017153529.77 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2405499 71775 None code01 FORMATION OF ROADS & ASPHALTING : 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. ii) By Mechanical Means using Dozer: B. In area of thorny jungle complete with all lead and lift etc, as per specification and direction of Engineer in charge. 100 Sqm 593.96 593.96 1711.55 False None None False None False 1016592.238 0 2405500 71775 None code02 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 125.17 125.17 93990.78 False None None False None False 11764825.9326 0 2405501 71775 None code03 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 521.56 521.56 11057.74 False None None False None False 5767274.8744 0 2405502 71775 None code04 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 764.55 764.55 5528.87 False None None False None False 4227097.5585 0 2405503 71775 None code05 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs.60/m3 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 146.04 146.04 42407.73 False None None False None False 6193224.8892 0 2405504 71775 None code06 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 581.69 581.69 21850.0 False None None False None False 12709926.5 0 2405505 71775 None code07 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 605.01 605.01 95126.09 False None None False None False 57552235.7109 0 2405506 71775 None code08 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 (v) For Grading -V Material complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 2894.96 2894.96 29580.48 False None None False None False 85634306.3808 0 2405507 71775 None code09 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mx 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 3140.4 3140.4 31991.75 False None None False None False 100466891.7 0 2405508 71775 None code10 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/m2 using mechanical means. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 50.32 50.32 114009.0 False None None False None False 5736932.88 0 2405509 71775 None code11 Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type 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 11690.31 11690.31 8971.06 False None None False None False 104874472.4286 0 2405510 71775 None code12 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 17.18 17.18 114009.0 False None None False None False 1958674.62 0 2405511 71775 None code13 Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type 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 13539.7 13539.7 4335.45 False None None False None False 58700692.365 0 2405512 71775 None code14 Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. b. PCC M20 grade for kerb Cast in Situ complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 455.29 455.29 20048.0 False None None False None False 9127653.92 0 2405513 71775 None code15 Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 450.38 450.38 3665.76 False None None False None False 1650984.9888 0 2405514 71775 None code16 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. 90 cm equilateral triangle . complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 5826.75 5826.75 15.0 False None None False None False 87401.25 0 2405515 71775 None code17 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed 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 11057.07 11057.07 7.2 False None None False None False 79610.904 0 2405516 71775 None code18 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 450 mm dia. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 2887.6 2887.6 3540.0 False None None False None False 10222104.0 0 2405517 71775 None code19 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 650.42 650.42 4963.88 False None None False None False 3228606.8296 0 2405518 71775 None code20 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 296.98 296.98 74.0 False None None False None False 21976.52 0 2405519 71775 None code21 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 1:2:4 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 7554.64 7554.64 66.22 False None None False None False 500268.2608 0 2405520 71775 None code22 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 917.95 917.95 394.0 False None None False None False 361672.3 0 2405521 71775 None code23 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade - English and Roman complete with all lead and lift etc, as per specification and direction of Engineer in charge. cm 1.96 1.96 47280.0 False None None False None False 92668.8 0 2405522 71775 None code24 Marking of Road Boundary, Plot Boundary and Outer Boundary of Industrial Layout using Total Station Equipment including mobilization of necessary men and machinary complete with all lead and lift etc, as per specification and direction of Engineer in charge. Per Day 18880.0 18880.0 10.0 False None None False None False 188800.0 0 2405523 71775 None code25 CONSTRUCTION OF RCC SIDE DRAINS : 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 125.17 125.17 23653.01 False None None False None False 2960647.2617 0 2405524 71775 None code26 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 296.98 296.98 5913.25 False None None False None False 1756116.985 0 2405525 71775 None code27 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 ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 445.47 445.47 2782.7 False None None False None False 1239609.369 0 2405526 71775 None code28 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.-In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 366.93 366.93 695.68 False None None False None False 255265.8624 0 2405527 71775 None code29 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 679.87 679.87 1739.19 False None None False None False 1182423.1053 0 2405528 71775 None code30 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 1:2:4 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 7554.64 7554.64 3196.65 False None None False None False 24149539.956 0 2405529 71775 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 10475.44 10475.44 9298.32 False None None False None False 97403993.2608 0 2405530 71775 None code32 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. Mtr 293.3 293.3 1558.4 False None None False None False 457078.72 0 2405531 71775 None code33 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 all other type of structures complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 96962.3 96962.3 697.37 False None None False None False 67618599.151 0 2405532 71775 None code34 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 326.44 326.44 8198.36 False None None False None False 2676272.6384 0 2405533 71775 None code35 CONSTRUCTION OF UTILITY DUCT : 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 125.17 125.17 20755.7 False None None False None False 2597990.969 0 2405534 71775 None code36 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 296.98 296.98 5188.92 False None None False None False 1541005.4616 0 2405535 71775 None code37 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 ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 445.47 445.47 2441.85 False None None False None False 1087770.9195 0 2405536 71775 None code38 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.-In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 366.93 366.93 610.46 False None None False None False 223996.0878 0 2405537 71775 None code39 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 679.87 679.87 1526.15 False None None False None False 1037583.6005 0 2405538 71775 None code40 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 1:2:4 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 7554.64 7554.64 2556.12 False None None False None False 19310566.3968 0 2405539 71775 None code41 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 10475.44 10475.44 8119.44 False None None False None False 85054706.5536 0 2405540 71775 None code42 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 all other type of structures complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 96962.3 96962.3 608.96 False None None False None False 59046162.208 0 2405541 71775 None code43 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. Mtr 293.3 293.3 25.06 False None None False None False 7350.098 0 2405542 71775 None code44 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 326.44 326.44 4360.44 False None None False None False 1423422.0336 0 2405543 71775 None code45 CONSTRUCTION OF INSPECTION CHAMBER : 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 125.17 125.17 3850.75 False None None False None False 481998.3775 0 2405544 71775 None code46 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. Depth exceeding 1.5m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 317.84 317.84 962.69 False None None False None False 305981.3896 0 2405545 71775 None code47 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 521.56 521.56 453.03 False None None False None False 236282.3268 0 2405546 71775 None code48 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.-Depth exceeding 1.5m, but not exceeding 3m Soft Rock complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 546.1 546.1 113.26 False None None False None False 61851.286 0 2405547 71775 None code49 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 764.55 764.55 283.14 False None None False None False 216474.687 0 2405548 71775 None code50 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 1:2:4 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 7554.64 7554.64 10.84 False None None False None False 81892.2976 0 2405549 71775 None code51 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 8147.56 8147.56 63.11 False None None False None False 514192.5116 0 2405550 71775 None code52 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 all other type of structures complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 96962.3 96962.3 4.42 False None None False None False 428573.366 0 2405551 71775 None code53 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 326.44 326.44 4742.68 False None None False None False 1548200.4592 0 2405552 71775 None code54 Construction of Spur Culvert : 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 125.17 125.17 155.82 False None None False None False 19503.9894 0 2405553 71775 None code55 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 296.98 296.98 38.95 False None None False None False 11567.371 0 2405554 71775 None code56 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 ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 445.47 445.47 18.33 False None None False None False 8165.4651 0 2405555 71775 None code57 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.-In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 366.93 366.93 4.58 False None None False None False 1680.5394 0 2405556 71775 None code58 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 679.87 679.87 11.46 False None None False None False 7791.3102 0 2405557 71775 None code59 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 1:2:4 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 7554.64 7554.64 28.94 False None None False None False 218631.2816 0 2405558 71775 None code60 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 all other type of structures complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 96962.3 96962.3 11.53 False None None False None False 1117975.319 0 2405559 71775 None code61 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. M25 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 9330.65 9330.65 110.44 False None None False None False 1030476.986 0 2405560 71775 None code62 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 with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 293.3 293.3 53.2 False None None False None False 15603.56 0 2405561 71775 None code63 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 326.44 326.44 68.74 False None None False None False 22439.4856 0 2405562 71775 None code64 Construction of RCC Box Culvert : 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 125.17 125.17 1419.9 False None None False None False 177728.883 0 2405563 71775 None code65 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 3 m to 6 m. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 143.58 143.58 100.02 False None None False None False 14360.8716 0 2405564 71775 None code66 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. Depth exceeding 1.5m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 317.84 317.84 354.97 False None None False None False 112823.6648 0 2405565 71775 None code67 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. Depth exceeding 3m, but not exceeding 4.5 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 461.43 461.43 25.01 False None None False None False 11540.3643 0 2405566 71775 None code68 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 521.56 521.56 167.05 False None None False None False 87126.598 0 2405567 71775 None code69 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 ordinary/soft rock without blasting. Depth exceeding 3m, but not exceeding 4.5m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 568.19 568.19 11.77 False None None False None False 6687.5963 0 2405568 71775 None code70 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.-Depth exceeding 1.5m, but not exceeding 3m Soft Rock complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 546.1 546.1 41.76 False None None False None False 22805.136 0 2405569 71775 None code71 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.Soft Rock -Depth exceeding 3m, but not exceeding 4.5 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 724.05 724.05 2.94 False None None False None False 2128.707 0 2405570 71775 None code72 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 764.55 764.55 100.58 False None None False None False 76898.439 0 2405571 71775 None code73 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 3m, but not exceeding 4.5m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 872.54 872.54 7.35 False None None False None False 6413.169 0 2405572 71775 None code74 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 1:2:4 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 7554.64 7554.64 237.53 False None None False None False 1794453.6392 0 2405573 71775 None code75 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 all other type of structures complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 96962.3 96962.3 59.94 False None None False None False 5811920.262 0 2405574 71775 None code76 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.-M25 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 9330.65 9330.65 695.18 False None None False None False 6486481.267 0 2405575 71775 None code77 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 14523.91 14523.91 205.8 False None None False None False 2989020.678 0 2405576 71775 None code78 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 17145.21 17145.21 25.81 False None None False None False 442517.8701 0 2405577 71775 None code79 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 3285.21 3285.21 450.74 False None None False None False 1480775.5554 0 2405578 71775 None code80 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 283.48 283.48 196.0 False None None False None False 55562.08 0 2405579 71775 None code81 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 with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 293.3 293.3 359.67 False None None False None False 105491.211 0 2405580 71775 None code82 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 133.76 133.76 35.64 False None None False None False 4767.2064 0 2405581 71775 None code83 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade - English and Roman complete with all lead and lift etc, as per specification and direction of Engineer in charge. Per cm Height Per Letter 1.96 1.96 16000.0 False None None False None False 31360.0 0 2405582 71775 None code84 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 326.44 326.44 229.11 False None None False None False 74790.6684 0 2405583 71775 None code85 Construction of RCC Retaining Wall : 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 125.17 125.17 3475.4 False None None False None False 435015.818 0 2405584 71775 None code86 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 521.56 521.56 408.87 False None None False None False 213250.2372 0 2405585 71775 None code87 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 764.55 764.55 204.44 False None None False None False 156304.602 0 2405586 71775 None code88 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 1:2:4 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 7554.64 7554.64 371.7 False None None False None False 2808059.688 0 2405587 71775 None code89 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 all other type of Structures complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 96962.3 96962.3 201.13 False None None False None False 19502027.399 0 2405588 71775 None code90 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.-M25 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 8553.09 8553.09 1676.12 False None None False None False 14336005.2108 0 2405589 71775 None code91 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 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 9237.5 9237.5 2.8 False None None False None False 25865.0 0 2405590 71775 None code92 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 3285.21 3285.21 1538.52 False None None False None False 5054361.2892 0 2405591 71775 None code93 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 with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 293.3 293.3 168.13 False None None False None False 49312.529 0 2405592 71775 None code94 Construction of Compound wall : 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 125.17 125.17 330.66 False None None False None False 41388.7122 0 2405593 71775 None code95 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 ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 445.47 445.47 38.9 False None None False None False 17328.783 0 2405594 71775 None code96 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 679.87 679.87 19.45 False None None False None False 13223.4715 0 2405595 71775 None code97 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 1:2:4 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 7661.41 7661.41 45.3 False None None False None False 347061.873 0 2405596 71775 None code98 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 aggregatescomplete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 8147.56 8147.56 24.71 False None None False None False 201326.2076 0 2405597 71775 None code99 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 13191.3 13191.3 1.8 False None None False None False 23744.34 0 2405598 71775 None code100 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 109781.63 109781.63 2.52 False None None False None False 276649.7076 0 2405599 71775 None code101 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) complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 6885.82 6885.82 258.08 False None None False None False 1777092.4256 0 2405600 71775 None code102 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 326.44 326.44 85.63 False None None False None False 27953.0572 0 2405601 71775 None code103 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etccomplete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 1607.63 1607.63 726.0 False None None False None False 1167139.38 0 2405602 71775 None code104 Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curingcomplete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 408.66 408.66 1481.52 False None None False None False 605437.9632 0 2405603 71775 None code105 Providing White washing with lime to give an even shade : New work (three coats) with lime of approved quality, including cost of materials, labourcomplete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 31.91 31.91 1481.52 False None None False None False 47275.3032 0 2405604 71775 None code106 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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 with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 141.13 141.13 1481.52 False None None False None False 209086.9176 0 2405605 71775 None code107 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. Kgs 166.9 166.9 1440.0 False None None False None False 240336.0 0 2405606 71775 None code108 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 170.58 170.58 18.0 False None None False None False 3070.44 0 2405607 71775 None code109 HDPE Dual Water Supply Line & Valve Chambers: 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 soil. Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 321.53 321.53 13821.0 False None None False None False 4443866.13 0 2405608 71775 None code110 Earth work excavation for pipeline trenches 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 and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 557.15 557.15 1626.0 False None None False None False 905925.9 0 2405609 71775 None code111 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) Depth upto 1.50 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 1244.38 1244.38 813.0 False None None False None False 1011680.94 0 2405610 71775 None code112 Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 355mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 6933.68 6933.68 2803.0 False None None False None False 19435105.04 0 2405611 71775 None code113 Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 250mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 3265.58 3265.58 2614.0 False None None False None False 8536226.12 0 2405612 71775 None code114 Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 200mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 2148.83 2148.83 846.0 False None None False None False 1817910.18 0 2405613 71775 None code115 Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 160mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 1417.42 1417.42 1877.0 False None None False None False 2660497.34 0 2405614 71775 None code116 Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 110mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 682.32 682.32 5265.0 False None None False None False 3592414.8 0 2405615 71775 None code117 Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: M -Sand complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 2387.14 2387.14 2031.76 False None None False None False 4850095.5664 0 2405616 71775 None code118 Providing 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 etc. complete For PN 10.0, For TP Air Valves of 50mm dia. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 34596.0 34596.0 2.0 False None None False None False 69192.0 0 2405617 71775 None code119 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments 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 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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. For PN-10: (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.) etc. complete For PN-16 Scour/Sluice valve-80mm dia, PN 16.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 12754.29 12754.29 1.0 False None None False None False 12754.29 0 2405618 71775 None code120 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments 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 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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. For PN-10: (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.) etc. complete For PN-16 Sluice valve-100mm dia, PN 16.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 15286.0 15286.0 8.0 False None None False None False 122288.0 0 2405619 71775 None code121 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments 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 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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. For PN-10: (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.) etc. complete For PN-16 Sluice valve-150mm dia, PN 16.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 25955.28 25955.28 3.0 False None None False None False 77865.84 0 2405620 71775 None code122 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments 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 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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. For PN-10: (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.) etc. complete For Sluice valve-Sluice valve-200mm dia, PN 16.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 40541.78 40541.78 1.0 False None None False None False 40541.78 0 2405621 71775 None code123 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments 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 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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. For PN-10: (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.) etc. complete Sluice valve-250mm dia, PN 16.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 63479.37 63479.37 1.0 False None None False None False 63479.37 0 2405622 71775 None code124 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments 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 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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. For PN-10: (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.) etc. complete For Sluice valve-350mm dia, PN 16.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 160620.84 160620.84 1.0 False None None False None False 160620.84 0 2405623 71775 None code125 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 80mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 467.56 467.56 1.0 False None None False None False 467.56 0 2405624 71775 None code126 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 100mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 568.19 568.19 8.0 False None None False None False 4545.52 0 2405625 71775 None code127 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 150mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 643.05 643.05 3.0 False None None False None False 1929.15 0 2405626 71775 None code128 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 200mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 943.72 943.72 1.0 False None None False None False 943.72 0 2405627 71775 None code129 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 250mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 1432.14 1432.14 1.0 False None None False None False 1432.14 0 2405628 71775 None code130 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 350mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 1596.59 1596.59 1.0 False None None False None False 1596.59 0 2405629 71775 None code131 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 196.35 196.35 4878.0 False None None False None False 957795.3 0 2405630 71775 None code132 Valve Chambers : 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 125.17 125.17 60.68 False None None False None False 7595.3156 0 2405631 71775 None code133 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 ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 445.47 445.47 7.14 False None None False None False 3180.6558 0 2405632 71775 None code134 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 679.87 679.87 3.57 False None None False None False 2427.1359 0 2405633 71775 None code135 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 1:2:4 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 7554.64 7554.64 6.5 False None None False None False 49105.16 0 2405634 71775 None code136 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. 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 8101.18 8101.18 22.7 False None None False None False 183896.786 0 2405635 71775 None code137 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 all other type of structures complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 96962.3 96962.3 1.13 False None None False None False 109567.399 0 2405636 71775 None code138 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 326.44 326.44 31.82 False None None False None False 10387.3208 0 2405637 71775 None code139 Construction of 2.5ML Capacity GLSR with Pump Room : 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 125.17 125.17 1197.28 False None None False None False 149863.5376 0 2405638 71775 None code140 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 521.56 521.56 140.86 False None None False None False 73466.9416 0 2405639 71775 None code141 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 764.55 764.55 70.43 False None None False None False 53847.2565 0 2405640 71775 None code142 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 326.44 326.44 917.63 False None None False None False 299551.1372 0 2405641 71775 None code143 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 1:2:4 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 7554.64 7554.64 137.26 False None None False None False 1036949.8864 0 2405642 71775 None code144 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. M30 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 8374.35 8374.35 338.83 False None None False None False 2837481.0105 0 2405643 71775 None code145 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. for Beams complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 13758.38 13758.38 170.27 False None None False None False 2342639.3626 0 2405644 71775 None code146 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Staircase complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 12898.49 12898.49 4.39 False None None False None False 56624.3711 0 2405645 71775 None code147 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Column complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 14618.28 14618.28 21.44 False None None False None False 313415.9232 0 2405646 71775 None code148 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Slabs complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 12898.49 12898.49 129.62 False None None False None False 1671902.2738 0 2405647 71775 None code149 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Dome complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 14618.28 14618.28 11.63 False None None False None False 170010.5964 0 2405648 71775 None code150 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 all other type of structures complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 96962.3 96962.3 108.19 False None None False None False 10490351.237 0 2405649 71775 None code151 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. & Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof including cost of material, labour, scaffolding etc as per specifications and as per directions of the Engineer-in-Charge. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 330.12 330.12 1489.05 False None None False None False 491565.186 0 2405650 71775 None code152 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 109.22 109.22 1078.58 False None None False None False 117802.5076 0 2405651 71775 None code153 Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 1628.49 1628.49 104.0 False None None False None False 169362.96 0 2405652 71775 None code154 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc complete with all lead and lift etc, as per specification and direction of Engineer in charge. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 2626.21 2626.21 12.0 False None None False None False 31514.52 0 2405653 71775 None code155 Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:: Enamelled guage plate for 2.5 m depth complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 11193.29 11193.29 2.0 False None None False None False 22386.58 0 2405654 71775 None code156 Providing and Applying two component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti-algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 -300 of US-FDA, having mixing Ratio (Base: Hardener: Water)-1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster, and that Item No. 4 is completed across the entire surface prior to applying the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 2053.11 2053.11 1082.84 False None None False None False 2223189.6324 0 2405655 71775 None code157 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 581.69 581.69 558.35 False None None False None False 324786.6115 0 2405656 71775 None code158 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 2346.41 2346.41 75.11 False None None False None False 176238.8551 0 2405657 71775 None code159 Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand including tamping, watering for 15 days & all necessary works as directed and complete as per specification. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 187.76 187.76 252.79 False None None False None False 47463.8504 0 2405658 71775 None code160 Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot withall lead and lifts etc.complete. For double flanged CI pipes of 150mm dia. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 5900.38 5900.38 24.0 False None None False None False 141609.12 0 2405659 71775 None code161 Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, galvanised bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing) etc. complete. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 380.43 380.43 64.0 False None None False None False 24347.52 0 2405660 71775 None code162 Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For class 150 etc. complete For Class 150- 80mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 5507.67 5507.67 2.0 False None None False None False 11015.34 0 2405661 71775 None code163 Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For class 150 etc. complete For Class 150 -250mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 27049.94 27049.94 2.0 False None None False None False 54099.88 0 2405662 71775 None code164 Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For class 150 etc. complete For Class 150 -300mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 34032.71 34032.71 2.0 False None None False None False 68065.42 0 2405663 71775 None code165 Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . 80mm complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 1938.98 1938.98 4.0 False None None False None False 7755.92 0 2405664 71775 None code166 Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . 250mm complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 5534.67 5534.67 4.0 False None None False None False 22138.68 0 2405665 71775 None code167 Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .300mm complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 6971.72 6971.72 4.0 False None None False None False 27886.88 0 2405666 71775 None code168 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes 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 with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 9779.56 9779.56 9.02 False None None False None False 88211.6312 0 2405667 71775 None code169 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance plus or minus 1mm), with wall thickness 2.0 mm (plus or minus 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (plus or minus 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 293.3 293.3 5.7 False None None False None False 1671.81 0 2405668 71775 None code170 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size -900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 7663.86 7663.86 1.58 False None None False None False 12108.8988 0 2405669 71775 None code171 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 312.94 312.94 39.23 False None None False None False 12276.6362 0 2405670 71775 None code172 Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 408.66 408.66 39.23 False None None False None False 16031.7318 0 2405671 71775 None code173 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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 258.94 258.94 14.86 False None None False None False 3847.8484 0 2405672 71775 None code174 Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 31.91 31.91 54.08 False None None False None False 1725.6928 0 2405673 71775 None code175 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 with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 168.13 168.13 54.08 False None None False None False 9092.4704 0 2405674 71775 None code176 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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 with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 109.22 109.22 39.23 False None None False None False 4284.7006 0 2405675 71775 None code177 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 58.91 58.91 124.8 False None None False None False 7351.968 0 2405676 71775 None code178 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. For Heavy Duty GI pipe of 50mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 833.27 833.27 180.0 False None None False None False 149988.6 0 2405677 71775 None code179 Labour charges for laying and jointing GI pipes with earth work including fixing collars, elbows, tees, bends, gland cocks and other fittings with cuts and threads, white lead paints wherever necessary, conveying the materials from office to workspot and retuning the surplus materials from workspot to stores etc complete. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 39.27 39.27 180.0 False None None False None False 7068.6 0 2405678 71775 None code180 Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks 2.5 to 5.0 lakhs capacity. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 11561.45 11561.45 1.0 False None None False None False 11561.45 0 2405679 71775 None code181 Construction of Pump Room : 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 125.17 125.17 105.03 False None None False None False 13146.6051 0 2405680 71775 None code182 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 521.56 521.56 12.36 False None None False None False 6446.4816 0 2405681 71775 None code183 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 764.55 764.55 6.18 False None None False None False 4724.919 0 2405682 71775 None code184 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 326.44 326.44 51.54 False None None False None False 16824.7176 0 2405683 71775 None code185 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 1:2:4 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 7554.64 7554.64 8.31 False None None False None False 62779.0584 0 2405684 71775 None code186 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. M30 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 8374.35 8374.35 25.92 False None None False None False 217063.152 0 2405685 71775 None code187 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Beams complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 13758.38 13758.38 0.57 False None None False None False 7842.2766 0 2405686 71775 None code188 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Staircase complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 12898.49 12898.49 26.2 False None None False None False 337940.438 0 2405687 71775 None code189 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Slab complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 12898.49 12898.49 5.29 False None None False None False 68233.0121 0 2405688 71775 None code190 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 for Chejjas, Canopy & Other Architectural projections complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 11797.69 11797.69 0.23 False None None False None False 2713.4687 0 2405689 71775 None code191 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 all other type of structures complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 96962.3 96962.3 6.98 False None None False None False 676796.854 0 2405690 71775 None code192 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 3231.22 3231.22 3.78 False None None False None False 12214.0116 0 2405691 71775 None code193 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm x 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size -1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 6164.23 6164.23 2.88 False None None False None False 17752.9824 0 2405692 71775 None code194 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Kgs 224.58 224.58 60.48 False None None False None False 13582.5984 0 2405693 71775 None code195 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. & Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof including cost of material, labour, scaffolding etc complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 330.61 330.61 234.75 False None None False None False 77610.6975 0 2405694 71775 None code196 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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 with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 109.22 109.22 74.6 False None None False None False 8147.812 0 2405695 71775 None code197 Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For class 150 etc. complete For Class 150 - 250mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 27049.94 27049.94 2.0 False None None False None False 54099.88 0 2405696 71775 None code198 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments 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 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet 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. For PN-10: (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.) etc. complete For PN-16 250mm complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 63479.37 63479.37 4.0 False None None False None False 253917.48 0 2405697 71775 None code199 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 150mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 1432.14 1432.14 4.0 False None None False None False 5728.56 0 2405698 71775 None code200 Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 5534.67 5534.67 12.0 False None None False None False 66416.04 0 2405699 71775 None code201 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 2626.21 2626.21 1.0 False None None False None False 2626.21 0 2405700 71775 None code202 RISING MAIN : 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 soil. Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 321.53 321.53 4590.0 False None None False None False 1475822.7 0 2405701 71775 None code203 Earth work excavation for pipeline trenches 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 and all other appurtenances to complete in the following strata.. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 557.15 557.15 180.0 False None None False None False 100287.0 0 2405702 71775 None code204 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) Depth upto 1.50 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 1244.38 1244.38 90.0 False None None False None False 111994.2 0 2405703 71775 None code205 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 196.35 196.35 450.0 False None None False None False 88357.5 0 2405704 71775 None code206 Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 75mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 349.75 349.75 1500.0 False None None False None False 524625.0 0 2405705 71775 None code207 Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 110mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 682.32 682.32 3000.0 False None None False None False 2046960.0 0 2405706 71775 None code208 Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: M -Sand complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 2387.14 2387.14 675.0 False None None False None False 1611319.5 0 2405707 71775 None code209 Providing 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 etc. complete For PN 10.0, For TP Air Valves of 50mm dia. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 34596.0 34596.0 10.0 False None None False None False 345960.0 0 2405708 71775 None code210 Valve Chambers : 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 125.17 125.17 35.69 False None None False None False 4467.3173 0 2405709 71775 None code211 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 ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 445.47 445.47 4.2 False None None False None False 1870.974 0 2405710 71775 None code212 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. Cum 679.87 679.87 2.1 False None None False None False 1427.727 0 2405711 71775 None code213 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 1:2:4 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 7554.64 7554.64 3.83 False None None False None False 28934.2712 0 2405712 71775 None code214 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. 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 8101.18 8101.18 13.35 False None None False None False 108150.753 0 2405713 71775 None code215 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 all other type of structures complete with all lead and lift etc, as per specification and direction of Engineer in charge. Tonne 96962.3 96962.3 0.67 False None None False None False 64964.741 0 2405714 71775 None code216 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 326.44 326.44 18.72 False None None False None False 6110.9568 0 2405715 71775 None code217 Borewells : Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. etc. complete 7.50 HP - 90 LPM @ 165 m = 16 STG Outlet Dia - 2.00" complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 50082.03 50082.03 5.0 False None None False None False 250410.15 0 2405716 71775 None code218 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. etc. complete 20.00 HP - 135 LPM @ 350 m = 25 STG Outlet Dia - 2.00" complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 99513.65 99513.65 5.0 False None None False None False 497568.25 0 2405717 71775 None code219 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. etc. complete 10.00 HP - 90 LPM @ 220 m = 20 STG Outlet Dia - 2.00" complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 67019.85 67019.85 10.0 False None None False None False 670198.5 0 2405718 71775 None code220 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 7976.8 7976.8 20.0 False None None False None False 159536.0 0 2405719 71775 None code221 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe 50mm etc. complete complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 833.27 833.27 4280.0 False None None False None False 3566395.6 0 2405720 71775 None code222 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 50 mm dia GI collar complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 327.66 327.66 720.0 False None None False None False 235915.2 0 2405721 71775 None code223 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete 16 SWG complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sq CM 0.53 0.53 320000.0 False None None False None False 169600.0 0 2405722 71775 None code224 Supplying and fixing angle iron frame work fabricated out of M.S.angle iron.. and M.S. Flat......with bolts, washers etc., and paintedwith 2 coats of red oxide and then two coats of approved paint. 40x40x6mm complete with all lead and lift etc, as per specification and direction of Engineer in charge. Mtr 374.3 374.3 96.0 False None None False None False 35932.8 0 2405723 71775 None code225 Supplying installing, testing and commissioning of PN16 CI "Non ReturnValve " confirming to IS 13039 with necessary bolts and nuts etc complete includes cost of all materials labour charges with all lead lift loading and unloading transportation etc complete. ---- etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of work and as per directions of the Engineer-in-charge of the work ,50 mm Dia CI Non Return Valve complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 3620.24 3620.24 20.0 False None None False None False 72404.8 0 2405724 71775 None code226 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit .The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Nos 4307.47 4307.47 40.0 False None None False None False 172298.8 0 2405725 71775 None code227 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-I Accuracy with Temper Proof Energy Meter complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 7001.18 7001.18 20.0 False None None False None False 140023.6 0 2405726 71775 None code228 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 848.0 848.0 120.0 False None None False None False 101760.0 0 2405727 71775 None code229 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 V 3 phase and wired after fixing to the existing wooden board for motor. Upto 12.5 HP complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 9148.78 9148.78 15.0 False None None False None False 137231.7 0 2405728 71775 None code230 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 V 3 phase and wired after fixing to the existing wooden board for motor.Above 12.5 HP upto 25 HP complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 10755.18 10755.18 5.0 False None None False None False 53775.9 0 2405729 71775 None code231 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63 A TPN complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 3789.59 3789.59 20.0 False None None False None False 75791.8 0 2405730 71775 None code232 Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any. GI Union 50mm complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 327.66 327.66 16.0 False None None False None False 5242.56 0 2405731 71775 None code233 Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any GI Bend 50mm complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 439.34 439.34 40.0 False None None False None False 17573.6 0 2405732 71775 None code234 Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any GI Tee 50mm complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 364.48 364.48 20.0 False None None False None False 7289.6 0 2405733 71775 None code235 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 (Copper Alloy) Globe valves 50mm complete with all lead and lift etc, as per specification and direction of Engineer in charge. Each 2071.51 2071.51 20.0 False None None False None False 41430.2 0 2405734 71775 None code236 Yield testing of borewells at final depth with a minimum of 10 hours continuously with the help of pump testing unit including the cost of transportation charges, crew charges and cost of consumables.. complete with all lead and lift etc, as per specification and direction of Engineer in charge. Sqm 20010.72 20010.72 15.0 False None None False None False 300160.8 0 2405735 71775 None code237 1.1kV,XLPE or Heat resistant PVC insulated,PVC extruted Inner Seath Armoured LTUG cable as per IS-1554 (Part-1) or IS-7098 Part-1 Arouring strip thickness and resisitivity as per IS-3975 35 Sqmm,4 core,(15GI strips - 4x0.8mm) complete with all lead and lift etc, as per specification and direction of Engineer in charge. Km 292661.43 292661.43 0.2 False None None False None False 58532.286 0 2405736 71775 None code238 Specials for Water Supply works ( HDPE Dual Water Supply Line & Valve Chambers) LS 1884460.0 1884460.0 1.0 False None None False None False 1884460.0 0 2405737 71775 None code239 Specials for Water Supply works ( Raising main) LS 236000.0 236000.0 1.0 False None None False None False 236000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706868987000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706868987000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706868987000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1706869002000 0 None None ELIGIBILITY All other terms and conditions as per tender documents. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer whether his name should have in the last five years period 2018-19 to 2022-23. The Tenderer should have satisfactory completed as a prime contractor for at least one similar nature of work of Formation of industrial layout including formation of plots including formation of roads, including asphalting, construction of RCC side drains, RCC ducts, RCC cross drainage works, RCC retaining wall, HDPE dual water supply pipe lines, GLSR etc., as per the detailed scope of work mentioned in the relevant clauses of value not less than Rs.5085.80 lakhs. (Including 18% GST). Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one financial year, the following minimum quantities of work (80% quantity of work put to tender): Certificates of proof shall be issued from competent authority not below the rank of Executive Engineer in Government/Public Sectors/ Government Undertaking Organizations only will be considered for bid evaluation. (Quantities executed and work done certificates/work quantity certificates issued under private firms/private organizations/private individuals shall not be considered for bid evaluation) (1) Earthwork Excavation & Embankment : 221113cum, (2) Subgrade & Earthen Shoulders : 76100cum (3) Granular Sub Base : 23664cum, (4) WMM : 25593cum, (5) BM/DBM/BC/SDBC : 10645cum (6) PCC/RCC : 22107cum, (7) TMT Steel : 1362tonne (8) HDPE water supply Pipe lines : 14324rmtr. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Each Tenderer should further demonstrate: Availability by owning at least 50% of the required / specified critical equipment for this work and remaining 50% can be deployed on lease / hire basis the following key and critical equipment for this work in good working condition. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Items of plant and equipment None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity-(AxNx1.5-B) Where A-Maximum value of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which tenders are invited. B-Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 18 Months. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Bid Capacity of tender None None None None To qualify for award of this contract, each Tenderer whether his name should have in the last five years period 2018-19 to 2022-23. Achieved in at least two financial years a minimum financial turnover of Rs.13562.13 Lakhs. (Civil Contract works) Updated to the FY in which the tenders are invited. Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the FY in which the tenders are invited. Audited Financial statements i.e Balance sheets, profit & loss account statements, Turnover certificates duly certified by Chartered Accountant as documentary evidence shall be uploaded. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None liquid assets and /or availability of credit facilities of not less than Rs.3051.48 Lakhs (Credit lines/ letter of credit/ certificates from banks for permitting the fund requirement etc-equivalent of the estimated cash flow for the months in the peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1706878112000 version 0 createdDate None modifiedDate None blockNumber East Wing Khanija Bhavan Race Course Road street None city Bengaluru state Karnataka pin 560001
tenderRecallDTO	None