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noticeInvitingTenderDTO	createdTs 1706869595434 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 10302000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 19-02-2024 16:30:00 tenderQueryClose 08-02-2024 17:30:00 technicalBidOpen 21-02-2024 10:30:00 publishedDate 02-02-2024 18:30:43 publishedByPost KIADB_CE_HOD_BNG publishedByUser KPE10847 - VEERABADRAIAH B R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 09-02-2024 12:05:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Technical Assistant splitEmdRequiredYn True emdBankGuarantee 10202000.00 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 1706869595466 version 6 createdDate None modifiedDate None tenderNumber KIADB/2023-24/OW/WORK_INDENT89 title Formation of industrial layout including formation of plots including formation of 45m wide road, 30m wide road, 24m wide road, 18m wide roads, 9m wide roads including asphalting construction of RCC side drains, RCC ducts, RCC cross drainage works, Storm water drain, RCC retaining wall, HDPE dual water supply pipe lines, construction of RCC OHT, Rain Water Harvesting etc., at Sector-2 in Adinarayanahoshalli industrial layout 2nd phase, Bengaluru Rural District. description Formation of industrial layout including formation of plots including formation of 45m wide road, 30m wide road, 24m wide road, 18m wide roads, 9m wide roads including asphalting construction of RCC side drains, RCC ducts, RCC cross drainage works, Storm water drain, RCC retaining wall, HDPE dual water supply pipe lines, construction of RCC OHT, Rain Water Harvesting etc., at Sector-2 in Adinarayanahoshalli industrial layout 2nd phase, Bengaluru Rural District. category WORKS categoryText Works ecv 1030130852.85 deptName Karnataka Industrial Areas Development Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5699 locationName KIADB Head Office Bangalore provisionalAmount 1030130852.85 groupOverheadTotal None fileNumber IADB/ENGG/ETND-EP-46(2)/586/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706869595000 0 None None Other Works Formation of Industrial Layout Including Formation of 45M Wide Road, 30M Wide Road, 24M Wide Road, 18M Wide Roads & 9M Wide Roads Including Asphalting, Construction of RCC Side Drains, RCC Ducts, RCC Cross Drainage Works, Retaining Wall, SWD, HDPE Dual Water Supply Pipeline, Rain Water Harvesting & OHT, at Sector-2 in Adinarayanahosahalli, Phase-2 Industrial Area, Doddaballapura Taluk, Bengaluru Rural District. 1030130852.85 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2406092 71810 None code01 FORMATION OF ROADS & ASPHALTING : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. ii) By Mechanical Means using Dozer: B. In area of thorny jungle complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge 100 Sqm 593.96 593.96 1617.39 False None None False None False 960664.9644 0 2406093 71810 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 125.17 125.17 74191.08 False None None False None False 9286497.4836 0 2406094 71810 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 521.56 521.56 8728.36 False None None False None False 4552363.4416 0 2406095 71810 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 764.55 764.55 4364.18 False None None False None False 3336633.819 0 2406096 71810 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 146.04 146.04 34782.06 False None None False None False 5079572.0424 0 2406097 71810 None code06 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 581.69 581.69 29483.14 False None None False None False 17150047.7066 0 2406098 71810 None code07 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 605.01 605.01 88796.93 False None None False None False 53723030.6193 0 2406099 71810 None code08 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 2894.96 2894.96 27146.08 False None None False None False 78586815.7568 0 2406100 71810 None code09 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mx plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 3140.4 3140.4 29773.83 False None None False None False 93501735.732 0 2406101 71810 None code10 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 50.32 50.32 105285.0 False None None False None False 5297941.2 0 2406102 71810 None code11 Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11690.31 11690.31 8740.8 False None None False None False 102182661.648 0 2406103 71810 None code12 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 17.18 17.18 105285.0 False None None False None False 1808796.3 0 2406104 71810 None code13 Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13539.7 13539.7 4065.8 False None None False None False 55049712.26 0 2406105 71810 None code14 Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. b. PCC M20 grade for kerb Cast in Situ complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 455.29 455.29 18968.0 False None None False None False 8635940.72 0 2406106 71810 None code15 Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 450.38 450.38 3863.56 False None None False None False 1740070.1528 0 2406107 71810 None code16 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 5826.75 5826.75 15.0 False None None False None False 87401.25 0 2406108 71810 None code17 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 11057.07 11057.07 7.2 False None None False None False 79610.904 0 2406109 71810 None code18 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 450 mm dia. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 2887.6 2887.6 4200.0 False None None False None False 12127920.0 0 2406110 71810 None code19 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 650.42 650.42 4336.5 False None None False None False 2820546.33 0 2406111 71810 None code20 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 296.98 296.98 82.0 False None None False None False 24352.36 0 2406112 71810 None code21 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7554.64 7554.64 73.27 False None None False None False 553528.4728 0 2406113 71810 None code22 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 917.95 917.95 436.0 False None None False None False 400226.2 0 2406114 71810 None code23 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade - English and Roman complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge cm 1.96 1.96 52320.0 False None None False None False 102547.2 0 2406115 71810 None code24 Marking of Road Boundary, Plot Boundary and Outer Boundary of Industrial Layout using Total Station Equipment including mobilization of necessary men and machinary complete 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 Per Day 18880.0 18880.0 11.0 False None None False None False 207680.0 0 2406116 71810 None code25 CONSTRUCTION OF RCC SIDE DRAINS : Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 125.17 125.17 19053.3 False None None False None False 2384901.561 0 2406117 71810 None code26 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 296.98 296.98 4763.33 False None None False None False 1414613.7434 0 2406118 71810 None code27 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. - In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 445.47 445.47 2241.57 False None None False None False 998552.1879 0 2406119 71810 None code28 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.-In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 366.93 366.93 560.39 False None None False None False 205623.9027 0 2406120 71810 None code29 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 679.87 679.87 1400.98 False None None False None False 952484.2726 0 2406121 71810 None code30 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7554.64 7554.64 2597.88 False None None False None False 19626048.1632 0 2406122 71810 None code31 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 10475.44 10475.44 8252.96 False None None False None False 86453387.3024 0 2406123 71810 None code32 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 293.3 293.3 1336.53 False None None False None False 392004.249 0 2406124 71810 None code33 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 96962.3 96962.3 618.97 False None None False None False 60016754.831 0 2406125 71810 None code34 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 326.44 326.44 6671.52 False None None False None False 2177850.9888 0 2406126 71810 None code35 CONSTRUCTION OF UTILITY DUCT : Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 125.17 125.17 19637.57 False None None False None False 2458034.6369 0 2406127 71810 None code36 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 296.98 296.98 4909.39 False None None False None False 1457990.6422 0 2406128 71810 None code37 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. - In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 445.47 445.47 2310.3 False None None False None False 1029169.341 0 2406129 71810 None code38 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.-In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 366.93 366.93 577.58 False None None False None False 211931.4294 0 2406130 71810 None code39 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 679.87 679.87 1443.94 False None None False None False 981691.4878 0 2406131 71810 None code40 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7554.64 7554.64 2418.42 False None None False None False 18270292.4688 0 2406132 71810 None code41 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 10475.44 10475.44 7682.04 False None None False None False 80472749.0976 0 2406133 71810 None code42 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 96962.3 96962.3 576.15 False None None False None False 55864829.145 0 2406134 71810 None code43 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Mtr 293.3 293.3 23.71 False None None False None False 6954.143 0 2406135 71810 None code44 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 326.44 326.44 4125.54 False None None False None False 1346741.2776 0 2406136 71810 None code45 CONSTRUCTION OF INSPECTION CHAMBER : Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 125.17 125.17 4708.08 False None None False None False 589310.3736 0 2406137 71810 None code46 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 317.84 317.84 1177.02 False None None False None False 374104.0368 0 2406138 71810 None code47 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. - In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 521.56 521.56 553.89 False None None False None False 288886.8684 0 2406139 71810 None code48 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.-Depth exceeding 1.5m, but not exceeding 3m Soft Rock complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 546.1 546.1 138.47 False None None False None False 75618.467 0 2406140 71810 None code49 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 764.55 764.55 346.18 False None None False None False 264671.919 0 2406141 71810 None code50 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7554.64 7554.64 22.95 False None None False None False 173378.988 0 2406142 71810 None code51 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 8147.56 8147.56 133.65 False None None False None False 1088921.394 0 2406143 71810 None code52 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 96962.3 96962.3 9.36 False None None False None False 907567.128 0 2406144 71810 None code53 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 326.44 326.44 5702.8 False None None False None False 1861622.032 0 2406145 71810 None code54 Construction of Spur Culvert : Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 125.17 125.17 70.54 False None None False None False 8829.4918 0 2406146 71810 None code55 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 296.98 296.98 17.63 False None None False None False 5235.7574 0 2406147 71810 None code56 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. - In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 445.47 445.47 8.3 False None None False None False 3697.401 0 2406148 71810 None code57 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.-In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 366.93 366.93 2.07 False None None False None False 759.5451 0 2406149 71810 None code58 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 679.87 679.87 5.19 False None None False None False 3528.5253 0 2406150 71810 None code59 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7554.64 7554.64 13.1 False None None False None False 98965.784 0 2406151 71810 None code60 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 96962.3 96962.3 5.29 False None None False None False 512930.567 0 2406152 71810 None code61 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 9330.65 9330.65 51.33 False None None False None False 478942.2645 0 2406153 71810 None code62 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete 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 293.3 293.3 26.6 False None None False None False 7801.78 0 2406154 71810 None code63 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 326.44 326.44 31.12 False None None False None False 10158.8128 0 2406155 71810 None code64 Construction of RCC Box Culvert : Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. 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 125.17 125.17 3196.05 False None None False None False 400049.5785 0 2406156 71810 None code65 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth 3 m to 6 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 143.58 143.58 263.39 False None None False None False 37817.5362 0 2406157 71810 None code66 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 317.84 317.84 799.01 False None None False None False 253957.3384 0 2406158 71810 None code67 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Depth exceeding 3m, but not exceeding 4.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 461.43 461.43 65.85 False None None False None False 30385.1655 0 2406159 71810 None code68 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. - In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 521.56 521.56 376.01 False None None False None False 196111.7756 0 2406160 71810 None code69 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. - In ordinary/soft rock without blasting. Depth exceeding 3m, but not exceeding 4.5m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 568.19 568.19 30.99 False None None False None False 17608.2081 0 2406161 71810 None code70 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.-Depth exceeding 1.5m, but not exceeding 3m Soft Rock complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 546.1 546.1 94.0 False None None False None False 51333.4 0 2406162 71810 None code71 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.Soft Rock -Depth exceeding 3m, but not exceeding 4.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 724.05 724.05 7.75 False None None False None False 5611.3875 0 2406163 71810 None code72 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 764.55 764.55 235.0 False None None False None False 179669.25 0 2406164 71810 None code73 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 3m, but not exceeding 4.5m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 872.54 872.54 19.37 False None None False None False 16901.0998 0 2406165 71810 None code74 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7554.64 7554.64 539.62 False None None False None False 4076634.8368 0 2406166 71810 None code75 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 96962.3 96962.3 124.92 False None None False None False 12112530.516 0 2406167 71810 None code76 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 9330.65 9330.65 1541.94 False None None False None False 14387302.461 0 2406168 71810 None code77 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 14523.91 14523.91 485.1 False None None False None False 7045548.741 0 2406169 71810 None code78 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 17145.21 17145.21 64.45 False None None False None False 1105008.7845 0 2406170 71810 None code79 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete 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 3285.21 3285.21 942.29 False None None False None False 3095620.5309 0 2406171 71810 None code80 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete 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 283.48 283.48 462.0 False None None False None False 130967.76 0 2406172 71810 None code81 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete 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 293.3 293.3 685.09 False None None False None False 200936.897 0 2406173 71810 None code82 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 133.76 133.76 67.07 False None None False None False 8971.2832 0 2406174 71810 None code83 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade - English and Roman complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Per cm Height Per Letter 1.96 1.96 28800.0 False None None False None False 56448.0 0 2406175 71810 None code84 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 326.44 326.44 516.33 False None None False None False 168550.7652 0 2406176 71810 None code85 RCC Retaining Wall: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 125.17 125.17 7662.7 False None None False None False 959140.159 0 2406177 71810 None code86 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. - In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 521.56 521.56 901.49 False None None False None False 470181.1244 0 2406178 71810 None code87 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 764.55 764.55 450.75 False None None False None False 344620.9125 0 2406179 71810 None code88 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7554.64 7554.64 819.54 False None None False None False 6191329.6656 0 2406180 71810 None code89 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification for all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 96962.3 96962.3 472.2 False None None False None False 45785598.06 0 2406181 71810 None code90 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 8553.09 8553.09 3934.99 False None None False None False 33656323.6191 0 2406182 71810 None code91 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 9237.5 9237.5 48.44 False None None False None False 447464.5 0 2406183 71810 None code92 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete 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 3285.21 3285.21 3424.8 False None None False None False 11251187.208 0 2406184 71810 None code93 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete 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 m 293.3 293.3 364.99 False None None False None False 107051.567 0 2406185 71810 None code94 RCC Storm Water Drain: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 125.17 125.17 875.84 False None None False None False 109628.8928 0 2406186 71810 None code95 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 317.84 317.84 218.96 False None None False None False 69594.2464 0 2406187 71810 None code96 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 521.56 521.56 103.04 False None None False None False 53741.5424 0 2406188 71810 None code97 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 546.1 546.1 25.76 False None None False None False 14067.536 0 2406189 71810 None code98 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 764.55 764.55 64.4 False None None False None False 49237.02 0 2406190 71810 None code99 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 7554.64 7554.64 44.8 False None None False None False 338447.872 0 2406191 71810 None code100 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 10496.98 10496.98 155.58 False None None False None False 1633120.1484 0 2406192 71810 None code101 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 96962.3 96962.3 18.67 False None None False None False 1810286.141 0 2406193 71810 None code102 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 3285.21 3285.21 336.0 False None None False None False 1103830.56 0 2406194 71810 None code103 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 293.3 293.3 37.33 False None None False None False 10948.889 0 2406195 71810 None code104 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 326.44 326.44 257.6 False None None False None False 84090.944 0 2406196 71810 None code105 HDPE Dual Water Supply Line & Valve Chambers: Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. all kinds of soil. Depth upto 1.50m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 321.53 321.53 9157.9 False None None False None False 2944539.587 0 2406197 71810 None code106 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 557.15 557.15 1077.4 False None None False None False 600273.41 0 2406198 71810 None code107 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 1244.38 1244.38 538.7 False None None False None False 670347.506 0 2406199 71810 None code108 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 250mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 3296.98 3296.98 2153.0 False None None False None False 7098397.94 0 2406200 71810 None code109 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 160mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 1417.42 1417.42 1392.0 False None None False None False 1973048.64 0 2406201 71810 None code110 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 110mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 682.32 682.32 8711.0 False None None False None False 5943689.52 0 2406202 71810 None code111 Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: M-Sand complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 2387.14 2387.14 1555.45 False None None False None False 3713076.913 0 2406203 71810 None code112 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 34596.0 34596.0 2.0 False None None False None False 69192.0 0 2406204 71810 None code113 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 12754.29 12754.29 1.0 False None None False None False 12754.29 0 2406205 71810 None code114 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 15286.0 15286.0 16.0 False None None False None False 244576.0 0 2406206 71810 None code115 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 25955.28 25955.28 2.0 False None None False None False 51910.56 0 2406207 71810 None code116 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 63479.37 63479.37 1.0 False None None False None False 63479.37 0 2406208 71810 None code117 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 80mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 467.56 467.56 1.0 False None None False None False 467.56 0 2406209 71810 None code118 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 100mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 568.19 568.19 16.0 False None None False None False 9091.04 0 2406210 71810 None code119 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 150mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 643.05 643.05 2.0 False None None False None False 1286.1 0 2406211 71810 None code120 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 250mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 1432.14 1432.14 1.0 False None None False None False 1432.14 0 2406212 71810 None code121 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 196.35 196.35 3232.2 False None None False None False 634642.47 0 2406213 71810 None code122 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 125.17 125.17 78.52 False None None False None False 9828.3484 0 2406214 71810 None code123 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 445.47 445.47 9.24 False None None False None False 4116.1428 0 2406215 71810 None code124 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 679.87 679.87 4.62 False None None False None False 3140.9994 0 2406216 71810 None code125 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 7554.64 7554.64 8.42 False None None False None False 63610.0688 0 2406217 71810 None code126 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 8101.18 8101.18 29.37 False None None False None False 237931.6566 0 2406218 71810 None code127 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 96962.3 96962.3 1.47 False None None False None False 142534.581 0 2406219 71810 None code128 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 326.44 326.44 41.18 False None None False None False 13442.7992 0 2406220 71810 None code129 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 125.17 125.17 234.44 False None None False None False 29344.8548 0 2406221 71810 None code130 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 521.56 521.56 27.58 False None None False None False 14384.6248 0 2406222 71810 None code131 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 764.55 764.55 13.79 False None None False None False 10543.1445 0 2406223 71810 None code132 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 7554.64 7554.64 18.85 False None None False None False 142404.964 0 2406224 71810 None code133 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 7775.54 7775.54 112.74 False None None False None False 876614.3796 0 2406225 71810 None code134 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 13218.42 13218.42 7.18 False None None False None False 94908.2556 0 2406226 71810 None code135 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 Cum 14276.14 14276.14 52.67 False None None False None False 751924.2938 0 2406227 71810 None code136 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 13758.38 13758.38 59.11 False None None False None False 813257.8418 0 2406228 71810 None code137 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 12898.49 12898.49 12.73 False None None False None False 164197.7777 0 2406229 71810 None code138 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 14618.28 14618.28 62.87 False None None False None False 919051.2636 0 2406230 71810 None code139 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 326.44 326.44 144.22 False None None False None False 47079.1768 0 2406231 71810 None code140 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 96962.3 96962.3 52.24 False None None False None False 5065310.552 0 2406232 71810 None code141 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 5206.96 5206.96 2.1 False None None False None False 10934.616 0 2406233 71810 None code142 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 7018.36 7018.36 0.72 False None None False None False 5053.2192 0 2406234 71810 None code143 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. & Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof including cost of material, labour, scaffolding etc as per specifications and as per directions of the Engineer-in-Charge. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 330.12 330.12 962.83 False None None False None False 317849.4396 0 2406235 71810 None code144 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. & Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof including cost of material, labour, scaffolding etc as per specifications and as per directions of the Engineer-in-Charge. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 401.29 401.29 328.46 False None None False None False 131807.7134 0 2406236 71810 None code145 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 109.22 109.22 835.58 False None None False None False 91262.0476 0 2406237 71810 None code146 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 2053.11 2053.11 285.29 False None None False None False 585731.7519 0 2406238 71810 None code147 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 m 1628.49 1628.49 107.0 False None None False None False 174248.43 0 2406239 71810 None code148 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 m 5891.79 5891.79 15.3 False None None False None False 90144.387 0 2406240 71810 None code149 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 358.34 358.34 1.0 False None None False None False 358.34 0 2406241 71810 None code150 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 m 6258.72 6258.72 7.0 False None None False None False 43811.04 0 2406242 71810 None code151 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 11561.45 11561.45 1.0 False None None False None False 11561.45 0 2406243 71810 None code152 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 2626.21 2626.21 2.0 False None None False None False 5252.42 0 2406244 71810 None code153 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 11193.29 11193.29 1.0 False None None False None False 11193.29 0 2406245 71810 None code154 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 11878.07 11878.07 1.0 False None None False None False 11878.07 0 2406246 71810 None code155 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 m 2050.65 2050.65 75.0 False None None False None False 153798.75 0 2406247 71810 None code156 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 m 2909.69 2909.69 75.0 False None None False None False 218226.75 0 2406248 71810 None code157 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 -350mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 7366.88 7366.88 50.0 False None None False None False 368344.0 0 2406249 71810 None code158 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 100dia for washing complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 16849.46 16849.46 2.0 False None None False None False 33698.92 0 2406250 71810 None code159 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 150dia for washing complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 26397.07 26397.07 2.0 False None None False None False 52794.14 0 2406251 71810 None code160 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 160620.84 160620.84 2.0 False None None False None False 321241.68 0 2406252 71810 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 1596.59 1596.59 2.0 False None None False None False 3193.18 0 2406253 71810 None code162 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 2283.82 2283.82 4.0 False None None False None False 9135.28 0 2406254 71810 None code163 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 125.17 125.17 3.36 False None None False None False 420.5712 0 2406255 71810 None code164 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 445.47 445.47 4.2 False None None False None False 1870.974 0 2406256 71810 None code165 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 679.87 679.87 0.84 False None None False None False 571.0908 0 2406257 71810 None code166 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 7554.64 7554.64 0.77 False None None False None False 5817.0728 0 2406258 71810 None code167 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 8101.18 8101.18 2.67 False None None False None False 21630.1506 0 2406259 71810 None code168 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 96962.3 96962.3 0.13 False None None False None False 12605.099 0 2406260 71810 None code169 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 326.44 326.44 3.74 False None None False None False 1220.8856 0 2406261 71810 None code170 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 125.17 125.17 289.0 False None None False None False 36174.13 0 2406262 71810 None code171 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 521.56 521.56 34.0 False None None False None False 17733.04 0 2406263 71810 None code172 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 764.55 764.55 17.0 False None None False None False 12997.35 0 2406264 71810 None code173 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 143.58 143.58 144.5 False None None False None False 20747.31 0 2406265 71810 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 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 521.56 521.56 17.0 False None None False None False 8866.52 0 2406266 71810 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 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 872.54 872.54 8.5 False None None False None False 7416.59 0 2406267 71810 None code176 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 143.58 143.58 48.45 False None None False None False 6956.451 0 2406268 71810 None code177 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 547.64 547.64 5.7 False None None False None False 3121.548 0 2406269 71810 None code178 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 916.17 916.17 2.85 False None None False None False 2611.0845 0 2406270 71810 None code179 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 11712.4 11712.4 400.0 False None None False None False 4684960.0 0 2406271 71810 None code180 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 1460.37 1460.37 113.11 False None None False None False 165182.4507 0 2406272 71810 None code181 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 1635.86 1635.86 113.11 False None None False None False 185032.1246 0 2406273 71810 None code182 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 1730.35 1730.35 113.11 False None None False None False 195719.8885 0 2406274 71810 None code183 Labour charges for Mazdoor Heavy for Zone-III 3cum per day per mason complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 661.67 661.67 114.0 False None None False None False 75430.38 0 2406275 71810 None code184 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 8147.56 8147.56 11.31 False None None False None False 92148.9036 0 2406276 71810 None code185 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 96962.3 96962.3 0.9 False None None False None False 87266.07 0 2406277 71810 None code186 NALA TRAINING WORKS AND PROTECTION WORKS: 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 125.17 125.17 68685.0 False None None False None False 8597301.45 0 2406278 71810 None code187 Providing and laying Filter material underneath pitching in slopes 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 3725.78 3725.78 2530.5 False None None False None False 9428086.29 0 2406279 71810 None code188 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 2346.41 2346.41 5061.0 False None None False None False 11875181.01 0 2406280 71810 None code189 Gate Civil: 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 593.96 593.96 3.73 False None None False None False 2215.4708 0 2406281 71810 None code190 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 125.17 125.17 225.81 False None None False None False 28264.6377 0 2406282 71810 None code191 Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: Sand / M -Sand. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 2387.14 2387.14 27.85 False None None False None False 66481.849 0 2406283 71810 None code192 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed ing 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 326.44 326.44 78.2 False None None False None False 25527.608 0 2406284 71810 None code193 Providing and laying in position plain cement concrete 1:4:8 (M5) Using 40 mm and down size graded crushed coarse aggregates for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 6950.86 6950.86 25.72 False None None False None False 178776.1192 0 2406285 71810 None code194 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates 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. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 8164.32 8164.32 15.12 False None None False None False 123444.5184 0 2406286 71810 None code195 Providing and laying in position Reinforced 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 inlayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirementsof relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technicalspecifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Column complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 14276.14 14276.14 24.57 False None None False None False 350764.7598 0 2406287 71810 None code196 Providing and laying in position Reinforced 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 inlayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirementsof relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technicalspecifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Slab complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 12596.59 12596.59 145.21 False None None False None False 1829150.8339 0 2406288 71810 None code197 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 144.81 144.81 304.05 False None None False None False 44029.4805 0 2406289 71810 None code198 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 Kg 96.96 96.96 18631.99 False None None False None False 1806557.7504 0 2406290 71810 None code199 Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 14264.97 14264.97 57.68 False None None False None False 822803.4696 0 2406291 71810 None code200 Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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 408.66 408.66 416.57 False None None False None False 170235.4962 0 2406292 71810 None code201 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, includ ing 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 312.94 312.94 772.61 False None None False None False 241780.5734 0 2406293 71810 None code202 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including wall skirting, grouting the joint with white cement & matching pigments etc. Size of Tile 600x600 mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 1441.96 1441.96 40.26 False None None False None False 58053.3096 0 2406294 71810 None code203 Painting with synthetic enamel paint of approved brand and manu facture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 204.94 204.94 416.57 False None None False None False 85371.8558 0 2406295 71810 None code204 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work includ ing preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 215.99 215.99 772.61 False None None False None False 166876.0339 0 2406296 71810 None code205 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or ssembled including making plaster groves ( excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 121265.77 121265.77 0.17 False None None False None False 20615.1809 0 2406297 71810 None code206 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 9135.28 9135.28 6.3 False None None False None False 57552.264 0 2406298 71810 None code207 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 rein forced 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, stand ard 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 6164.23 6164.23 10.69 False None None False None False 65895.6187 0 2406299 71810 None code208 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction 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 1002.62 1002.62 304.05 False None None False None False 304846.611 0 2406300 71810 None code209 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:. PVC pipes 110mm dia., 6 kg/sqcm & class 3 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Rmtr 504.38 504.38 10.0 False None None False None False 5043.8 0 2406301 71810 None code210 Providing and fixing of Red Stone Crete Texture elevation cladding with Wpc wall Panels 150 mm X 9 mm x 2900 mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 12577.03 12577.03 112.97 False None None False None False 1420827.0791 0 2406302 71810 None code211 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Rmtr 371.84 371.84 30.0 False None None False None False 11155.2 0 2406303 71810 None code212 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately) including cost of materials, labour, usage charges of machinery complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 5794.84 5794.84 25.65 False None None False None False 148637.646 0 2406304 71810 None code213 Power Supply & Electrification for Entry Gate: Supply and fixing heavy gauge PVC conduit pipe 25 mm dia 2.0 mmthick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of700mm using NF screws. 25 mm dia, 2.2 mm thick PVC conduit pipe complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Rmtr 162.84 162.84 250.0 False None None False None False 40710.0 0 2406305 71810 None code214 Supply and fixing of 32 mm dia, 2.1 mm thick PVC conduit pipe ISI Mark concealed in wall/run on surface above false ceiling if necessary with all required accessories including chisiling the wall wherever necessary, masonry work for Light / Fans / exhaust fan points and separate plug points & including all labour charges etc., complete. 32 mm dia, 2.2 mm thick PVC conduit pipe complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Rmtr 181.72 181.72 100.0 False None None False None False 18172.0 0 2406306 71810 None code215 One Point Control with One Switch: Wiring with three runs of FRLS PVC insulated 1.5 sq.mm flexible copper cable ISI mark (phase, neutral, earth) in the existing surface / recessed PVC conduit, with 6A 1 way modular switch, modular front plate, suitable GI box and ceiling rose etc.,including all labour charges etc. complete for Light point / Fan point / Exhaust Fan point/Call Bell point. [Cable Makes: Polycab/ Havells/ Finolex, Switches makes: Point wiring complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 1629.58 1629.58 30.0 False None None False None False 48887.4 0 2406307 71810 None code216 Supply and fixing of 1No 3pin 6A modular socket with 6A modular switch mounted on GI metallic box covered with appropriate modular front plate as directed by the Dept. including conveyance and all materials and labour charges etc., on separate board complete. 6Amps Point wiring complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 792.96 792.96 6.0 False None None False None False 4757.76 0 2406308 71810 None code217 Supply and fixing of 16A/6A 1 way Combi Modular Socket with shutter with 16A modular switch mounted on GI metallic box with appropriate modular front plate as directed by the Dept. including conveyance and all materials and labour charges etc., complete. 16/6Amps Point wiring complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 1286.2 1286.2 3.0 False None None False None False 3858.6 0 2406309 71810 None code218 Supply and fixing of 20A Plug and Socket in SS enclosure with 20A SP MCB including internal connection and labour charges for surface / flush mounting etc., complete. (Legrand(Ekinox 3) / Schneider-A9/ Seimens/ L&T-Newrange) 20 Amps Point wiring complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 2798.96 2798.96 3.0 False None None False None False 8396.88 0 2406310 71810 None code219 Supply and laying of 2/4 runs of the following FRLS PVC insulated flexible copper wire (Phase, Neutral) with 1 run of suitable FRLS PVC insulated flexible copper wire as earthing in existing PVC conduit pipe for run of circuits including labour charges etc., complete 2 Runs of 2.5 Sq.mm +1 Run of 1.5 Sq.mm copper wire complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 164.02 164.02 300.0 False None None False None False 49206.0 0 2406311 71810 None code220 Supply and laying of 2/4 runs of the following FRLS PVC insulated flexible copper wire (Phase, Neutral) with 1 run of suitable FRLS PVC insulated flexible copper wire as earthing in existing PVC conduit pipe for run of circuits including labour charges etc., complete 2 Runs of 4.0 Sq.mm + 1 Run of 2.5 Sq.mm copper wire complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 232.46 232.46 200.0 False None None False None False 46492.0 0 2406312 71810 None code221 Supply and laying of the following XLPE insulated, 1100V grade armoured aluminium cable as per specification confirming to IS:7098 (Part-I) including laying in existing cable trench as per specifications etc complete as required. 4 core 16 Sq.mm aluminum UG cable complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 193.52 193.52 130.0 False None None False None False 25157.6 0 2406313 71810 None code222 Supply and making one end termination with heavy duty single compression brass gland as per BS 6121:2005, IP 66 complete, SIBG type, heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100V grade. 4 core 16 Sq.mm aluminum UG cable complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 135.7 135.7 20.0 False None None False None False 2714.0 0 2406314 71810 None code223 Supplying and fixing regular 4 Way SPN DB MCB distribution boards on wall/ wood board / flush mounting using required clamps, bolts,nuts etc., with provision for fixing suitable type capacityMCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. with 24Nos of 6-32A S.P. MCBs as out goings and 1No 63A 4-Pole MCB as Incommer etc complete as per IS 8623; IS 13032; IEC 61439-3 including internal connections and labour charges etc complete. 4 Way SPN DB complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 16111.72 16111.72 2.0 False None None False None False 32223.44 0 2406315 71810 None code224 Supplying of PVC Batten with integrated LED tube 22W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. 22W battern Light complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 814.2 814.2 6.0 False None None False None False 4885.2 0 2406316 71810 None code225 Supplying of Highbay type LED 80W luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded fase ceiling clamps, Power LEDs with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 100 lumen per watt, 120degree beam spread, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater than 0.95, power loss should lesser than 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, , THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 80W Highbay Light complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 14750.0 14750.0 8.0 False None None False None False 118000.0 0 2406317 71810 None code226 Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/79 and also comply with IS:1709/1984 with latest amendment, Rated voltage 220 V/ 50 Hz, Rated power input 48 W plus or minus 10 %, Rated current As per IS:374/79, Rated power factor 0.9 lagging(min), Rated speed 350 plus or minus 10% RPM, Rated air delivery 210 plus or minus 10% Cubic Meter Minimum, Rated service value greater than or equal to 4.2 CMM / Watt, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation,Bearing Two ball bearings, Top 6202, Bottom 6201 , as per IS specification, Motor wdg. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 Volts, Insulation resistance Shall not be less than Two Mega Ohms (2 M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, watt& current , Air Delivery & Fan Speed as per IS:374/1979 with latest amendment, 2 year manufacturer Warranty. 1200 MM Ceiling Fan complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 4113.48 4113.48 3.0 False None None False None False 12340.44 0 2406318 71810 None code227 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 50 mm x 6mm GI strip complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 257.24 257.24 30.0 False None None False None False 7717.2 0 2406319 71810 None code228 Supplying fixing and wiring earth electrode for grounding . using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. Earthing For equipment complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 8655.3 8655.3 4.0 False None None False None False 34621.2 0 2406320 71810 None code229 Supply and Transportation of following dia double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. [HDPE Pipe Make: Duraline (Duraguard)/ Percision or equivalent] Outer dia 63mm and Inner dia 51mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 101.48 101.48 50.0 False None None False None False 5074.0 0 2406321 71810 None code230 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr.Spreading and forming with sand all round the cable to a depth of 75 mm and width of 500 mm.Covering tiles wherever necessary as directed Earth work complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Rmtr 699.72 699.72 60.0 False None None False None False 41983.2 0 2406322 71810 None code231 Laying of UG cables by Trench less technology by adopting horizontal boring & drawing of cable including preparation at site) with HDPE pipe 23 with all lead and lifts complete as per specifications. a) Normal soil 5" bore size. Laying charges complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Rmtr 25.96 25.96 120.0 False None None False None False 3115.2 0 2406323 71810 None code232 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency greater than 1301m/w, nominal CRI greater than 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ 100W flood light complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 11193.48 11193.48 2.0 False None None False None False 22386.96 0 2406324 71810 None code233 Specials for Water Supply LS 1014800.0 1014800.0 1.0 False None None False None False 1014800.0 0 2406325 71810 None code234 Specials for OHT LS 74340.0 74340.0 1.0 False None None False None False 74340.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706869597000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706869597000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706869597000 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 1706869612000 0 None None ELIGIBILITY All other terms and conditions as per tender documents. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer whether his name should have in the last five years period 2018-19 to 2022-23. The Tenderer should have satisfactory completed as a prime contractor for at least one similar nature of work of Formation of industrial layout including formation of plots including formation of roads, including asphalting, construction of RCC side drains, RCC ducts, RCC cross drainage works, Storm water drain, RCC retaining wall, HDPE dual water supply pipe lines, OHT etc., as per the detailed scope of work mentioned in the relevant clauses of value not less than Rs.5150.62 lakhs. (Including 18% GST). Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one financial year, the following minimum quantities of work (80% quantity of work put to tender): Certificates of proof shall be issued from competent authority not below the rank of Executive Engineer in Government/Public Sectors/ Government Undertaking Organizations only will be considered for bid evaluation. (Quantities executed and work done certificates/work quantity certificates issued under private firms/private organizations/private individuals shall not be considered for bid evaluation) (1) Earthwork Excavation & Embankment : 253071cum, (2) Subgrade & Earthen Shoulders : 71038cum (3) Granular Sub Base : 21717cum, (4) WMM : 23819cum, (5) BM/DBM/BC/SDBC : 10246cum (6) PCC/RCC : 23524cum, (7) TMT Steel : 1519tonne (8) HDPE water supply Pipe lines : 9805rmtr. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Each Tenderer should further demonstrate: Availability by owning at least 50% of the required / specified critical equipment for this work and remaining 50% can be deployed on lease / hire basis the following key and critical equipment for this work in good working condition. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Items of plant and equipment None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity-(AxNx1.5-B) Where A-Maximum value of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which tenders are invited. B-Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 18 Months. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Bid Capacity of tender None None None None To qualify for award of this contract, each Tenderer whether his name should have in the last five years period 2018-19 to 2022-23. Achieved in at least two financial years a minimum financial turnover of Rs.13735.09 Lakhs. (Civil Contract works) Updated to the FY in which the tenders are invited. Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the FY in which the tenders are invited. Audited Financial statements i.e Balance sheets, profit & loss account statements, Turnover certificates duly certified by Chartered Accountant as documentary evidence shall be uploaded. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None liquid assets and /or availability of credit facilities of not less than Rs.3090.40 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 1706877697000 version 0 createdDate None modifiedDate None blockNumber East Wing Khanija Bhavan Race Course Road street None city Benglauru state Karnataka pin 560001
tenderRecallDTO	None