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noticeInvitingTenderDTO	createdTs 1706595416971 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 4999000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 13-02-2024 16:30:00 tenderQueryClose 05-02-2024 17:30:00 technicalBidOpen 15-02-2024 11:30:00 publishedDate 30-01-2024 18:49:26 publishedByPost KIADB_CE_HOD_BNG publishedByUser KPE10847 - VEERABADRAIAH B R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 07-02-2024 12:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Technical Assistant splitEmdRequiredYn True emdBankGuarantee 4899000.00 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 1706595417002 version 4 createdDate None modifiedDate None tenderNumber KIADB/2023-24/OW/WORK_INDENT87 title Formation of Industrial Layout Including Formation of 24M Wide Road, 20M Wide Roads, 18M Wide Road & 12M Wide Road, Including Asphalting, Construction of RCC Side Drains, RCC Cross Drainage Works, HDPE Water Supply Pipeline, GLSR, & OHT at Sector-1 in Mummigatti Industrial Area, Phase-2, Dharwad Taluk & District. description Formation of Industrial Layout Including Formation of 24M Wide Road, 20M Wide Roads, 18M Wide Road & 12M Wide Road, Including Asphalting, Construction of RCC Side Drains, RCC Cross Drainage Works, HDPE Water Supply Pipeline, GLSR, & OHT at Sector-1 in Mummigatti Industrial Area, Phase-2, Dharwad Taluk & District. category WORKS categoryText Works ecv 499834092.57 deptName Karnataka Industrial Areas Development Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5699 locationName KIADB Head Office Bangalore provisionalAmount 499900000.0 groupOverheadTotal None fileNumber IADB/ENGG/ETND-EP-41/565/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706595417000 0 None None Other Works Formation of Industrial Layout Including Formation of 24M Wide Road, 20M Wide Roads, 18M Wide Road & 12M Wide Road, Including Asphalting, Construction of RCC Side Drains, RCC Cross Drainage Works, HDPE Water Supply Pipeline, GLSR, & OHT at Sector-1 in Mummigatti Industrial Area, Phase-2, Dharwad Taluk & District. 499834092.57 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2335130 69006 None code01 ROAD 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 as per directed by the Engineer in Charge 100 Sqm 599.68 599.68 991.67 False None None False None False 594684.6656 0 2335131 69006 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 as per directed by the Engineer in Charge Cum 126.38 126.38 58524.81 False None None False None False 7396365.4878 0 2335132 69006 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 as per directed by the Engineer in Charge Cum 526.58 526.58 6885.27 False None None False None False 3625645.4766 0 2335133 69006 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 as per directed by the Engineer in Charge Cum 771.9 771.9 3442.64 False None None False None False 2657373.816 0 2335134 69006 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 as per directed by the Engineer in Charge Cum 147.44 147.44 20700.46 False None None False None False 3052075.8224 0 2335135 69006 None code06 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 as per directed by the Engineer in Charge Cum 610.83 610.83 31839.11 False None None False None False 19448283.5613 0 2335136 69006 None code07 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 as per directed by the Engineer in Charge Cum 2922.8 2922.8 15456.36 False None None False None False 45175849.008 0 2335137 69006 None code08 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 3170.6 3170.6 16296.58 False None None False None False 51669936.548 0 2335138 69006 None code09 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 50.8 50.8 58837.0 False None None False None False 2988919.6 0 2335139 69006 None code10 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11802.71 11802.71 4243.85 False None None False None False 50088930.8335 0 2335140 69006 None code11 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 17.35 17.35 72284.5 False None None False None False 1254136.075 0 2335141 69006 None code12 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 as per directed by the Engineer in Charge Cum 13669.89 13669.89 2689.11 False None None False None False 36759837.8979 0 2335142 69006 None code13 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 in all respects complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 482.65 482.65 7946.0 False None None False None False 3835136.9 0 2335143 69006 None code14 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 454.71 454.71 1251.88 False None None False None False 569242.3548 0 2335144 69006 None code15 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 as per directed by the Engineer in Charge Each 5882.77 5882.77 11.0 False None None False None False 64710.47 0 2335145 69006 None code16 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 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 0.9 m2 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 as per directed by the Engineer in Charge Sqm 11163.39 11163.39 1.8 False None None False None False 20094.102 0 2335146 69006 None code17 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.for Two Utility complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 2915.37 2915.37 2505.0 False None None False None False 7303001.85 0 2335147 69006 None code18 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 as per directed by the Engineer in Charge Sqm 656.67 656.67 3856.13 False None None False None False 2532204.8871 0 2335148 69006 None code19 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 as per directed by the Engineer in Charge Cum 299.84 299.84 70.0 False None None False None False 20988.8 0 2335149 69006 None code20 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 62.52 False None None False None False 476857.5456 0 2335150 69006 None code21 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 as per directed by the Engineer in Charge Each 926.77 926.77 372.0 False None None False None False 344758.44 0 2335151 69006 None code22 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 as per directed by the Engineer in Charge Sqm 1.98 1.98 44640.0 False None None False None False 88387.2 0 2335152 69006 None code23 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 as per directed by the Engineer in Charge Per Day 18880.0 18880.0 10.0 False None None False None False 188800.0 0 2335153 69006 None code24 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 as per directed by the Engineer in Charge Cum 126.38 126.38 15669.58 False None None False None False 1980321.5204 0 2335154 69006 None code25 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 as per directed by the Engineer in Charge Cum 299.84 299.84 3917.4 False None None False None False 1174593.216 0 2335155 69006 None code26 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 as per directed by the Engineer in Charge Cum 449.76 449.76 1843.48 False None None False None False 829123.5648 0 2335156 69006 None code27 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 as per directed by the Engineer in Charge Cum 370.46 370.46 460.87 False None None False None False 170733.9002 0 2335157 69006 None code28 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 as per directed by the Engineer in Charge Cum 686.41 686.41 1152.18 False None None False None False 790867.8738 0 2335158 69006 None code29 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 1409.72 False None None False None False 10752329.1616 0 2335159 69006 None code30 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 as per directed by the Engineer in Charge Cum 10576.17 10576.17 5556.27 False None None False None False 58764056.0859 0 2335160 69006 None code31 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 as per directed by the Engineer in Charge Mtr 296.12 296.12 1084.4 False None None False None False 321112.528 0 2335161 69006 None code32 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. complete with all lead and lift etc, as per speficication and as per directed by engineer incharge Tonne 97894.63 97894.63 361.16 False None None False None False 35355624.5708 0 2335162 69006 None code33 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 as per directed by the Engineer in Charge Cum 329.57 329.57 5422.0 False None None False None False 1786928.54 0 2335163 69006 None code34 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 as per directed by the Engineer in Charge Cum 126.38 126.38 6447.85 False None None False None False 814879.283 0 2335164 69006 None code35 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 as per directed by the Engineer in Charge Cum 299.84 299.84 1611.96 False None None False None False 483330.0864 0 2335165 69006 None code36 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 as per directed by the Engineer in Charge Cum 449.76 449.76 758.57 False None None False None False 341174.4432 0 2335166 69006 None code37 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 as per directed by the Engineer in Charge Cum 370.46 370.46 189.64 False None None False None False 70254.0344 0 2335167 69006 None code38 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 as per directed by the Engineer in Charge Cum 686.41 686.41 474.11 False None None False None False 325433.8451 0 2335168 69006 None code39 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 529.38 False None None False None False 4037729.4864 0 2335169 69006 None code40 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 as per directed by the Engineer in Charge Cum 10576.17 10576.17 2522.34 False None None False None False 26676696.6378 0 2335170 69006 None code41 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 as per directed by the Engineer in Charge Tonne 97894.63 97894.63 189.18 False None None False None False 18519706.1034 0 2335171 69006 None code42 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 as per directed by the Engineer in Charge Mtr 296.12 296.12 7.79 False None None False None False 2306.7748 0 2335172 69006 None code43 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 as per directed by the Engineer in Charge Cum 329.57 329.57 1354.59 False None None False None False 446432.2263 0 2335173 69006 None code44 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 as per directed by the Engineer in Charge Cum 126.38 126.38 3015.2 False None None False None False 381060.976 0 2335174 69006 None code45 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 as per directed by the Engineer in Charge Cum 320.9 320.9 753.8 False None None False None False 241894.42 0 2335175 69006 None code46 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 as per directed by the Engineer in Charge Cum 526.58 526.58 354.73 False None None False None False 186793.7234 0 2335176 69006 None code47 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 551.36 551.36 88.68 False None None False None False 48894.6048 0 2335177 69006 None code48 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 as per directed by the Engineer in Charge Cum 771.9 771.9 221.71 False None None False None False 171137.949 0 2335178 69006 None code49 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:2:4 using 40 mm aggregate complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7627.28 7627.28 34.43 False None None False None False 262607.2504 0 2335179 69006 None code50 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 8225.91 8225.91 200.48 False None None False None False 1649130.4368 0 2335180 69006 None code51 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. complete as per Drawing and Technical Specifications. as per the instruction of Engineers in-Charge. Tonne 97894.63 97894.63 10.02 False None None False None False 980904.1926 0 2335181 69006 None code52 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 as per directed by the Engineer in Charge Cum 329.57 329.57 3557.26 False None None False None False 1172366.1782 0 2335182 69006 None code53 Spur Culvert of Size 1.2m x 1.0m 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 as per directed by the Engineer in Charge Cum 126.38 126.38 101.78 False None None False None False 12862.9564 0 2335183 69006 None code54 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 as per directed by the Engineer in Charge Cum 299.84 299.84 25.45 False None None False None False 7630.928 0 2335184 69006 None code55 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 as per directed by the Engineer in Charge Cum 449.76 449.76 11.98 False None None False None False 5388.1248 0 2335185 69006 None code56 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 as per directed by the Engineer in Charge Cum 370.46 370.46 2.99 False None None False None False 1107.6754 0 2335186 69006 None code57 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 as per directed by the Engineer in Charge Cum 686.41 686.41 7.48 False None None False None False 5134.3468 0 2335187 69006 None code58 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 13.61 False None None False None False 103807.2808 0 2335188 69006 None code59 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 as per directed by the Engineer in Charge Tonne 97894.63 97894.63 5.66 False None None False None False 554083.6058 0 2335189 69006 None code60 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 as per directed by the Engineer in Charge Cum 9420.36 9420.36 59.06 False None None False None False 556366.4616 0 2335190 69006 None code61 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 as per the instruction of Engineers in-Charge. Rmtr 296.12 296.12 22.4 False None None False None False 6633.088 0 2335191 69006 None code62 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 as per directed by the Engineer in Charge Cum 329.57 329.57 40.82 False None None False None False 13453.0474 0 2335192 69006 None code63 Spur Culvert of Size 1.2m x 1.0m 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 as per directed by the Engineer in Charge Cum 126.38 126.38 87.25 False None None False None False 11026.655 0 2335193 69006 None code64 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 as per directed by the Engineer in Charge Cum 299.84 299.84 21.81 False None None False None False 6539.5104 0 2335194 69006 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 ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 449.76 449.76 10.26 False None None False None False 4614.5376 0 2335195 69006 None code66 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 as per directed by the Engineer in Charge Cum 370.46 370.46 2.57 False None None False None False 952.0822 0 2335196 69006 None code67 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 as per directed by the Engineer in Charge Cum 686.41 686.41 6.42 False None None False None False 4406.7522 0 2335197 69006 None code68 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 11.66 False None None False None False 88934.0848 0 2335198 69006 None code69 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 as per directed by the Engineer in Charge Tonne 97894.63 97894.63 4.99 False None None False None False 488494.2037 0 2335199 69006 None code70 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 as per directed by the Engineer in Charge Cum 9420.36 9420.36 53.24 False None None False None False 501539.9664 0 2335200 69006 None code71 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 as per the instruction of Engineers in-Charge. Rmtr 296.12 296.12 23.6 False None None False None False 6988.432 0 2335201 69006 None code72 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 as per directed by the Engineer in Charge Cum 329.57 329.57 34.99 False None None False None False 11531.6543 0 2335202 69006 None code73 Box Culvert of Size 1.5 x 1.5m 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.as complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 602.74 False None None False None False 76174.2812 0 2335203 69006 None code74 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 as per directed by the Engineer in Charge Cum 144.96 144.96 51.55 False None None False None False 7472.688 0 2335204 69006 None code75 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 as per directed by the Engineer in Charge Cum 320.9 320.9 150.68 False None None False None False 48353.212 0 2335205 69006 None code76 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 as per directed by the Engineer in Charge Cum 465.86 465.86 12.89 False None None False None False 6004.9354 0 2335206 69006 None code77 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 as per directed by the Engineer in Charge Cum 526.58 526.58 70.91 False None None False None False 37339.7878 0 2335207 69006 None code78 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 551.36 551.36 17.73 False None None False None False 9775.6128 0 2335208 69006 None code79 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 as per directed by the Engineer in Charge Cum 573.66 573.66 6.06 False None None False None False 3476.3796 0 2335209 69006 None code80 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 3m, but not exceeding 4.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 731.01 731.01 1.52 False None None False None False 1111.1352 0 2335210 69006 None code81 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 as per directed by the Engineer in Charge Cum 771.9 771.9 44.32 False None None False None False 34210.608 0 2335211 69006 None code82 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 as per directed by the Engineer in Charge Cum 880.93 880.93 3.79 False None None False None False 3338.7247 0 2335212 69006 None code83 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 102.91 False None None False None False 784923.3848 0 2335213 69006 None code84 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 specificationcomplete as per Drawing and Technical Specifications. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97894.63 97894.63 25.15 False None None False None False 2462049.9445 0 2335214 69006 None code85 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 as per directed by the Engineer in Charge Cum 9420.36 9420.36 299.81 False None None False None False 2824318.1316 0 2335215 69006 None code86 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 as per directed by the Engineer in Charge Cum 14663.57 14663.57 93.24 False None None False None False 1367231.2668 0 2335216 69006 None code87 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 as per directed by the Engineer in Charge Cum 17310.07 17310.07 11.71 False None None False None False 202700.9197 0 2335217 69006 None code88 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 as per drawing and Technical Specification.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 3316.8 3316.8 187.2 False None None False None False 620904.96 0 2335218 69006 None code89 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 20mm, covered with sealant complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 286.21 286.21 88.8 False None None False None False 25415.448 0 2335219 69006 None code90 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 as per directed by the Engineer in Charge Mtr 296.12 296.12 160.64 False None None False None False 47568.7168 0 2335220 69006 None code91 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 as per directed by the Engineer in Charge Sqm 135.05 135.05 21.33 False None None False None False 2880.6165 0 2335221 69006 None code92 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 as per directed by the Engineer in Charge Per cm Height Per Letter 1.98 1.98 9600.0 False None None False None False 19008.0 0 2335222 69006 None code93 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. as per the instruction of Engineers in-Charge.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 329.57 329.57 99.32 False None None False None False 32732.8924 0 2335223 69006 None code94 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 mcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 2415.11 False None None False None False 305221.6018 0 2335224 69006 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 Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 526.58 526.58 284.13 False None None False None False 149617.1754 0 2335225 69006 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) Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 771.9 771.9 142.07 False None None False None False 109663.833 0 2335226 69006 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 40 mm nominal size graded crushed coarse aggregatescomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7627.28 7627.28 258.3 False None None False None False 1970126.424 0 2335227 69006 None code98 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 Structurescomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97894.63 97894.63 147.96 False None None False None False 14484489.4548 0 2335228 69006 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.-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 8635.33 8635.33 1233.04 False None None False None False 10647707.3032 0 2335229 69006 None code100 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 as per directed by the Engineer in Charge Cum 9326.32 9326.32 18.0 False None None False None False 167873.76 0 2335230 69006 None code101 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 as per drawing and Technical Specificationcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 3316.8 3316.8 1078.44 False None None False None False 3576969.792 0 2335231 69006 None code102 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 Specificationscomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 296.12 296.12 117.19 False None None False None False 34702.3028 0 2335232 69006 None code103 OHT: 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 as per directed by the Engineer in Charge Cum 126.38 126.38 234.44 False None None False None False 29628.5272 0 2335233 69006 None code104 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 as per directed by the Engineer in Charge Cum 526.58 526.58 27.58 False None None False None False 14523.0764 0 2335234 69006 None code105 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 as per directed by the Engineer in Charge Cum 771.9 771.9 13.79 False None None False None False 10644.501 0 2335235 69006 None code106 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 18.85 False None None False None False 143774.228 0 2335236 69006 None code107 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7850.3 7850.3 112.74 False None None False None False 885042.822 0 2335237 69006 None code108 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13345.52 13345.52 7.18 False None None False None False 95820.8336 0 2335238 69006 None code109 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 as per directed by the Engineer in Charge Cum 14413.41 14413.41 52.67 False None None False None False 759154.3047 0 2335239 69006 None code110 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.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13890.68 13890.68 59.11 False None None False None False 821078.0948 0 2335240 69006 None code111 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13022.51 13022.51 12.73 False None None False None False 165776.5523 0 2335241 69006 None code112 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.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 14758.84 14758.84 62.87 False None None False None False 927888.2708 0 2335242 69006 None code113 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 as per directed by the Engineer in Charge Cum 329.57 329.57 144.22 False None None False None False 47530.5854 0 2335243 69006 None code114 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 as per directed by the Engineer in Charge Tonne 97894.63 97894.63 52.24 False None None False None False 5114015.4712 0 2335244 69006 None code115 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Sqm 5257.02 5257.02 2.1 False None None False None False 11039.742 0 2335245 69006 None code116 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size -1000mm x 1000mm.(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 as per directed by the Engineer in Charge Sqm 7086.2 7086.2 0.72 False None None False None False 5102.064 0 2335246 69006 None code117 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 261.43 261.43 962.83 False None None False None False 251712.6469 0 2335247 69006 None code118 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 as per directed by the Engineer in Charge Sqm 352.47 352.47 515.09 False None None False None False 181553.7723 0 2335248 69006 None code119 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 405.15 405.15 328.46 False None None False None False 133075.569 0 2335249 69006 None code120 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 as per directed by the Engineer in Charge Sqm 110.27 110.27 835.58 False None None False None False 92139.4066 0 2335250 69006 None code121 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 as per directed by the Engineer in Charge Sqm 2072.85 2072.85 285.29 False None None False None False 591363.3765 0 2335251 69006 None code122 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 as per directed by the Engineer in Charge Mtr 1644.15 1644.15 107.0 False None None False None False 175924.05 0 2335252 69006 None code123 Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: 65 x 65 x 10 mm angle iron complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 5948.44 5948.44 15.3 False None None False None False 91011.132 0 2335253 69006 None code124 Labour charges for M.S ladder,final,lightening arrestor and fixing guage complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 361.79 361.79 1.0 False None None False None False 361.79 0 2335254 69006 None code125 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 6318.9 6318.9 7.0 False None None False None False 44232.3 0 2335255 69006 None code126 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 as per directed by the Engineer in Charge Each 11672.62 11672.62 1.0 False None None False None False 11672.62 0 2335256 69006 None code127 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 as per directed by the Engineer in Charge Each 2651.46 2651.46 2.0 False None None False None False 5302.92 0 2335257 69006 None code128 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 as per directed by the Engineer in Charge Each 11300.92 11300.92 1.0 False None None False None False 11300.92 0 2335258 69006 None code129 Providing and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for:: For Over Head Tanks upto 9m staging complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 11992.28 11992.28 1.0 False None None False None False 11992.28 0 2335259 69006 None code130 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K9 Pipes For Washing & Overflow -100mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 2070.37 2070.37 75.0 False None None False None False 155277.75 0 2335260 69006 None code131 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K9 Pipes Inlet from GLSR -150mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 2937.67 2937.67 75.0 False None None False None False 220325.25 0 2335261 69006 None code132 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K9 Pipes Outlet -350mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 7437.72 7437.72 50.0 False None None False None False 371886.0 0 2335262 69006 None code133 Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For PN 16.0 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 17011.47 17011.47 2.0 False None None False None False 34022.94 0 2335263 69006 None code134 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, For Inlet water supply 150mm Dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 26650.89 26650.89 2.0 False None None False None False 53301.78 0 2335264 69006 None code135 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,For outlet water supply 350mm Dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 162165.28 162165.28 2.0 False None None False None False 324330.56 0 2335265 69006 None code136 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 Labour charges-350mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 1611.94 1611.94 2.0 False None None False None False 3223.88 0 2335266 69006 None code137 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 Each 2305.78 2305.78 4.0 False None None False None False 9223.12 0 2335267 69006 None code138 Value 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 as per directed by the Engineer in Charge Cum 126.38 126.38 7.14 False None None False None False 902.3532 0 2335268 69006 None code139 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 as per directed by the Engineer in Charge Cum 449.76 449.76 0.84 False None None False None False 377.7984 0 2335269 69006 None code140 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 as per directed by the Engineer in Charge Cum 686.41 686.41 0.42 False None None False None False 288.2922 0 2335270 69006 None code141 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 0.77 False None None False None False 5873.0056 0 2335271 69006 None code142 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 as per directed by the Engineer in Charge Cum 8179.07 8179.07 2.67 False None None False None False 21838.1169 0 2335272 69006 None code143 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 All other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97894.63 97894.63 0.13 False None None False None False 12726.3019 0 2335273 69006 None code144 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 as per directed by the Engineer in Charge Cum 329.57 329.57 3.74 False None None False None False 1232.5918 0 2335274 69006 None code145 Specials for Water Supply works complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge LS 74340.0 74340.0 1.0 False None None False None False 74340.0 0 2335275 69006 None code146 Water supply 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.. (PWD SR 2023-24 , Vol-I, P-10, Sl-1.17.1) all kinds of soil. Depth upto 1.50m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 324.62 324.62 6796.6 False None None False None False 2206312.292 0 2335276 69006 None code147 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 as per directed by the Engineer in Charge Cum 562.51 562.51 799.6 False None None False None False 449782.996 0 2335277 69006 None code148 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 as per directed by the Engineer in Charge Cum 1256.35 1256.35 399.8 False None None False None False 502288.73 0 2335278 69006 None code149 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 as per the instruction of Engineers in-Charge HDPE Grade PE100-PN10.0, 355mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 7000.35 7000.35 379.0 False None None False None False 2653132.65 0 2335279 69006 None code150 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 as per the instruction of Engineers in-Charge HDPE Grade PE100-PN10.0, 250mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 3296.98 3296.98 957.0 False None None False None False 3155209.86 0 2335280 69006 None code151 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 as per the instruction of Engineers in-Charge HDPE Grade PE100-PN10.0, 160mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 1431.05 1431.05 1714.0 False None None False None False 2452819.7 0 2335281 69006 None code152 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 as per the instruction of Engineers in-Charge HDPE Grade PE100-PN10.0, 110mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 688.88 688.88 4582.0 False None None False None False 3156448.16 0 2335282 69006 None code153 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 as per directed by the Engineer in Charge Each 34928.65 34928.65 2.0 False None None False None False 69857.3 0 2335283 69006 None code154 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-80mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 12876.93 12876.93 1.0 False None None False None False 12876.93 0 2335284 69006 None code155 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 15432.98 15432.98 12.0 False None None False None False 185195.76 0 2335285 69006 None code156 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 26204.85 26204.85 3.0 False None None False None False 78614.55 0 2335286 69006 None code157 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-250mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 64089.75 64089.75 2.0 False None None False None False 128179.5 0 2335287 69006 None code158 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-350mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 162165.28 162165.28 2.0 False None None False None False 324330.56 0 2335288 69006 None code159 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 Labour charges-80mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 472.06 472.06 1.0 False None None False None False 472.06 0 2335289 69006 None code160 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 Labour charges-100mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 573.66 573.66 12.0 False None None False None False 6883.92 0 2335290 69006 None code161 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 Labour charges-150mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 649.24 649.24 3.0 False None None False None False 1947.72 0 2335291 69006 None code162 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 Labour charges-250mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 1445.91 1445.91 2.0 False None None False None False 2891.82 0 2335292 69006 None code163 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 Labour charges-350mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 1611.94 1611.94 2.0 False None None False None False 3223.88 0 2335293 69006 None code164 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 198.24 198.24 2398.8 False None None False None False 475538.112 0 2335294 69006 None code165 Value 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 as per directed by the Engineer in Charge Cum 126.38 126.38 78.52 False None None False None False 9923.3576 0 2335295 69006 None code166 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 as per directed by the Engineer in Charge Cum 449.76 449.76 9.24 False None None False None False 4155.7824 0 2335296 69006 None code167 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 as per directed by the Engineer in Charge Cum 686.41 686.41 4.62 False None None False None False 3171.2142 0 2335297 69006 None code168 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 8.42 False None None False None False 64221.6976 0 2335298 69006 None code169 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 as per directed by the Engineer in Charge Cum 8179.07 8179.07 29.37 False None None False None False 240219.2859 0 2335299 69006 None code170 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97894.63 97894.63 1.47 False None None False None False 143905.1061 0 2335300 69006 None code171 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 as per directed by the Engineer in Charge Cum 329.57 329.57 41.18 False None None False None False 13571.6926 0 2335301 69006 None code172 Specials for Water Supply works complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge LS 1141060.0 1141060.0 1.0 False None None False None False 1141060.0 0 2335302 69006 None code173 GLSR 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.as complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 524.26 False None None False None False 66255.9788 0 2335303 69006 None code174 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 as per directed by the Engineer in Charge Cum 526.58 526.58 61.68 False None None False None False 32479.4544 0 2335304 69006 None code175 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 as per directed by the Engineer in Charge Cum 771.9 771.9 30.84 False None None False None False 23805.396 0 2335305 69006 None code176 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 as per directed by the Engineer in Charge Cum 329.57 329.57 408.44 False None None False None False 134609.5708 0 2335306 69006 None code177 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 57.42 False None None False None False 437958.4176 0 2335307 69006 None code178 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 as per directed by the Engineer in Charge Cum 8454.87 8454.87 145.0 False None None False None False 1225956.15 0 2335308 69006 None code179 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13890.68 13890.68 99.21 False None None False None False 1378094.3628 0 2335309 69006 None code180 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.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13022.51 13022.51 5.24 False None None False None False 68237.9524 0 2335310 69006 None code181 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 14758.84 14758.84 5.73 False None None False None False 84568.1532 0 2335311 69006 None code182 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. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13022.51 13022.51 33.09 False None None False None False 430914.8559 0 2335312 69006 None code183 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 14758.84 14758.84 10.24 False None None False None False 151130.5216 0 2335313 69006 None code184 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 as per directed by the Engineer in Charge Tonne 97894.63 97894.63 47.76 False None None False None False 4675447.5288 0 2335314 69006 None code185 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 261.43 261.43 837.2 False None None False None False 218869.196 0 2335315 69006 None code186 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. Sqm 110.27 110.27 553.79 False None None False None False 61066.4233 0 2335316 69006 None code187 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 as per directed by the Engineer in Charge Mtr 1644.15 1644.15 69.0 False None None False None False 113446.35 0 2335317 69006 None code188 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 as per directed by the Engineer in Charge Each 2651.46 2651.46 9.0 False None None False None False 23863.14 0 2335318 69006 None code189 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 as per directed by the Engineer in Charge Each 11300.92 11300.92 2.0 False None None False None False 22601.84 0 2335319 69006 None code190 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 as per directed by the Engineer in Charge Sqm 2072.85 2072.85 517.56 False None None False None False 1072824.246 0 2335320 69006 None code191 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 587.29 587.29 349.94 False None None False None False 205516.2626 0 2335321 69006 None code192 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 as per directed by the Engineer in Charge Cum 2368.97 2368.97 57.01 False None None False None False 135054.9797 0 2335322 69006 None code193 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 189.57 189.57 236.4 False None None False None False 44814.348 0 2335323 69006 None code194 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 as per directed by the Engineer in Charge Mtr 5957.11 5957.11 13.5 False None None False None False 80420.985 0 2335324 69006 None code195 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 384.09 384.09 36.0 False None None False None False 13827.24 0 2335325 69006 None code196 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. for 80mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 5560.63 5560.63 2.0 False None None False None False 11121.26 0 2335326 69006 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. for 100mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 5810.91 5810.91 2.0 False None None False None False 11621.82 0 2335327 69006 None code198 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. for 250mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 27310.04 27310.04 2.0 False None None False None False 54620.08 0 2335328 69006 None code199 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 as per directed by the Engineer in Charge Each 1957.62 1957.62 4.0 False None None False None False 7830.48 0 2335329 69006 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 with all lead and lifts etc. complete 100mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 2305.78 2305.78 4.0 False None None False None False 9223.12 0 2335330 69006 None code201 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 as per directed by the Engineer in Charge Each 5587.89 5587.89 4.0 False None None False None False 22351.56 0 2335331 69006 None code202 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 as per directed by the Engineer in Charge Cum 9873.59 9873.59 7.48 False None None False None False 73854.4532 0 2335332 69006 None code203 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 as per directed by the Engineer in Charge Mtr 296.12 296.12 5.7 False None None False None False 1687.884 0 2335333 69006 None code204 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 as per directed by the Engineer in Charge Sqm 7737.56 7737.56 1.58 False None None False None False 12225.3448 0 2335334 69006 None code205 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 315.95 315.95 32.51 False None None False None False 10271.5345 0 2335335 69006 None code206 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. Sqm 412.59 412.59 32.51 False None None False None False 13413.3009 0 2335336 69006 None code207 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 261.43 261.43 6.42 False None None False None False 1678.3806 0 2335337 69006 None code208 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 32.21 32.21 38.93 False None None False None False 1253.9353 0 2335338 69006 None code209 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 169.74 169.74 38.93 False None None False None False 6607.9782 0 2335339 69006 None code210 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 Sqm 110.27 110.27 32.51 False None None False None False 3584.8777 0 2335340 69006 None code211 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 as per directed by the Engineer in Charge Mtr 59.47 59.47 124.8 False None None False None False 7421.856 0 2335341 69006 None code212 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 50 Dia (For electrical Conduits)complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 841.28 841.28 180.0 False None None False None False 151430.4 0 2335342 69006 None code213 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 50 Dia (For electrical Conduits)complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 39.65 39.65 180.0 False None None False None False 7137.0 0 2335343 69006 None code214 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 as per directed by the Engineer in Charge Each 11672.62 11672.62 1.0 False None None False None False 11672.62 0 2335344 69006 None code215 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 as per directed by the Engineer in Charge Cum 126.38 126.38 105.03 False None None False None False 13273.6914 0 2335345 69006 None code216 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 as per directed by the Engineer in Charge Cum 526.58 526.58 12.36 False None None False None False 6508.5288 0 2335346 69006 None code217 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 as per directed by the Engineer in Charge Cum 771.9 771.9 6.18 False None None False None False 4770.342 0 2335347 69006 None code218 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 as per directed by the Engineer in Charge Cum 329.57 329.57 51.54 False None None False None False 16986.0378 0 2335348 69006 None code219 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 8.31 False None None False None False 63382.6968 0 2335349 69006 None code220 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 as per directed by the Engineer in Charge Cum 8454.87 8454.87 25.92 False None None False None False 219150.2304 0 2335350 69006 None code221 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.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13890.68 13890.68 0.57 False None None False None False 7917.6876 0 2335351 69006 None code222 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.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13022.51 13022.51 15.66 False None None False None False 203932.5066 0 2335352 69006 None code223 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.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13022.51 13022.51 5.29 False None None False None False 68889.0779 0 2335353 69006 None code224 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11911.13 11911.13 0.23 False None None False None False 2739.5599 0 2335354 69006 None code225 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 specificationcomplete as per Drawing and Technical Specifications. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97894.63 97894.63 5.71 False None None False None False 558978.3373 0 2335355 69006 None code226 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 as per directed by the Engineer in Charge Sqm 3262.29 3262.29 3.78 False None None False None False 12331.4562 0 2335356 69006 None code227 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 as per directed by the Engineer in Charge Sqm 6223.5 6223.5 2.88 False None None False None False 17923.68 0 2335357 69006 None code228 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 as per directed by the Engineer in Charge Kg 226.74 226.74 60.48 False None None False None False 13713.2352 0 2335358 69006 None code229 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.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 261.43 261.43 195.78 False None None False None False 51182.7654 0 2335359 69006 None code230 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 as per directed by the Engineer in Charge Sqm 110.27 110.27 51.68 False None None False None False 5698.7536 0 2335360 69006 None code231 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 . 150mm Dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 9882.26 9882.26 2.0 False None None False None False 19764.52 0 2335361 69006 None code232 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 for 150mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 26204.85 26204.85 4.0 False None None False None False 104819.4 0 2335362 69006 None code233 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 649.24 649.24 4.0 False None None False None False 2596.96 0 2335363 69006 None code234 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 150mm .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 2935.19 2935.19 12.0 False None None False None False 35222.28 0 2335364 69006 None code235 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 as per directed by the Engineer in Charge Each 2651.46 2651.46 1.0 False None None False None False 2651.46 0 2335365 69006 None code236 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.. (PWD SR 2023-24 , Vol-I, P-10, Sl-1.17.1) all kinds of soil. Depth upto 1.50m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 324.62 324.62 1657.5 False None None False None False 538057.65 0 2335366 69006 None code237 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 as per directed by the Engineer in Charge Cum 562.51 562.51 195.0 False None None False None False 109689.45 0 2335367 69006 None code238 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 as per directed by the Engineer in Charge Cum 1256.35 1256.35 97.5 False None None False None False 122494.125 0 2335368 69006 None code239 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 as per directed by the Engineer in Charge Cum 198.24 198.24 487.5 False None None False None False 96642.0 0 2335369 69006 None code240 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 HDPE Grade PE100-PN10.0, 225mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Rmtr 2715.89 2715.89 1625.0 False None None False None False 4413321.25 0 2335370 69006 None code241 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 as per directed by the Engineer in Charge Each 34928.65 34928.65 1.0 False None None False None False 34928.65 0 2335371 69006 None code242 Valve 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 as per directed by the Engineer in Charge Cum 126.38 126.38 3.57 False None None False None False 451.1766 0 2335372 69006 None code243 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 as per directed by the Engineer in Charge Cum 449.76 449.76 0.42 False None None False None False 188.8992 0 2335373 69006 None code244 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 as per directed by the Engineer in Charge Cum 686.41 686.41 0.21 False None None False None False 144.1461 0 2335374 69006 None code245 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 as per directed by the Engineer in Charge Cum 7627.28 7627.28 0.38 False None None False None False 2898.3664 0 2335375 69006 None code246 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 as per directed by the Engineer in Charge Cum 8179.07 8179.07 1.34 False None None False None False 10959.9538 0 2335376 69006 None code247 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 operationscomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97894.63 97894.63 0.07 False None None False None False 6852.6241 0 2335377 69006 None code248 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 as per directed by the Engineer in Charge Cum 329.57 329.57 1.87 False None None False None False 616.2959 0 2335378 69006 None code249 Specials for Water Supply works complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge LS 732780.0 732780.0 1.0 False None None False None False 732780.0 0 2335379 69006 None code250 Rain water harvesting: 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 as per directed by the Engineer in Charge Cum 126.38 126.38 23.8 False None None False None False 3007.844 0 2335380 69006 None code251 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 as per directed by the Engineer in Charge Cum 526.58 526.58 2.8 False None None False None False 1474.424 0 2335381 69006 None code252 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 as per directed by the Engineer in Charge Cum 771.9 771.9 1.4 False None None False None False 1080.66 0 2335382 69006 None code253 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 as per directed by the Engineer in Charge Cum 144.96 144.96 11.9 False None None False None False 1725.024 0 2335383 69006 None code254 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 as per directed by the Engineer in Charge Cum 573.66 573.66 1.4 False None None False None False 803.124 0 2335384 69006 None code255 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 as per directed by the Engineer in Charge Cum 880.93 880.93 0.7 False None None False None False 616.651 0 2335385 69006 None code256 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 as per directed by the Engineer in Charge Cum 144.96 144.96 4.25 False None None False None False 616.08 0 2335386 69006 None code257 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 as per directed by the Engineer in Charge Cum 602.34 602.34 0.5 False None None False None False 301.17 0 2335387 69006 None code258 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 as per directed by the Engineer in Charge Cum 924.98 924.98 0.25 False None None False None False 231.245 0 2335388 69006 None code259 Providing to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances, complete. 1200 mmx1250 mm Each 11825.02 11825.02 32.0 False None None False None False 378400.64 0 2335389 69006 None code260 Granular Aggregate-40mm down size complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 1474.41 1474.41 9.05 False None None False None False 13343.4105 0 2335390 69006 None code261 Granular Aggregate-20mm down size complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 1651.59 1651.59 9.05 False None None False None False 14946.8895 0 2335391 69006 None code262 Granular Aggregate-6mm down size complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 1746.99 1746.99 9.05 False None None False None False 15810.2595 0 2335392 69006 None code263 Labour charges for Mazdoor Heavy for Zone-III complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 668.03 668.03 10.0 False None None False None False 6680.3 0 2335393 69006 None code264 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 as per directed by the Engineer in Charge Cum 8225.91 8225.91 0.9 False None None False None False 7403.319 0 2335394 69006 None code265 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 as per directed by the Engineer in Charge Tonne 97894.63 97894.63 0.07 False None None False None False 6852.6241 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706595418000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706595418000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706595418000 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 1706595443000 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 Formation of industrial layout, formation of roads including asphalting (flexible Pavement), Asphalt Roads, Construction of RCC Side Drains, RCC Cross Drainage Works, HDPE Water Supply Pipeline, GLSR, & OHT etc., as per the detailed scope of work mentioned in the relevant clauses of value not less than Rs.2499.50 lakhs. 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 Joint Venture/consortium/ private firms/private organizations/private individuals /partial turnkey shall not be considered for bid evaluation) (1) Earthwork Excavation & Embankment : 113695 cum, (2) Subgrade & Earthen Shoulders : 25471 cum (3) Granular Sub Base: 12365 cum, (4) Wet Mix Macadum: 13037 cum, (5) BM/DBM/BC/SDBC : 5546 cum (6) PCC/RCC: 10517 cum, (7) TMT Steel: 681 tonne (8) HDPE water supply Pipe lines: 7405 rmtr 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 11 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.9998.00 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 ITR Filed Copy (Mentioning PAN) None None None None liquid assets and /or availability of credit facilities of not less than Rs.1499.70 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 1706609432000 version 0 createdDate None modifiedDate None blockNumber East Wing Khanija Bhavan Race Course Road street None city Bengaluru state Karnataka pin 560001
tenderRecallDTO	None