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noticeInvitingTenderDTO	createdTs 1710305487694 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 17183000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 22-04-2024 16:30:00 tenderQueryClose 22-03-2024 17:00:00 technicalBidOpen 24-04-2024 11:30:00 publishedDate 13-03-2024 12:55:24 publishedByPost KIADB_CE_HOD_BNG publishedByUser KPE10847 - VEERABADRAIAH B R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 26-03-2024 12:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Technical Assistant splitEmdRequiredYn True emdBankGuarantee 17083000.00 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 1710305487728 version 5 createdDate None modifiedDate None tenderNumber KIADB/2023-24/OW/WORK_INDENT115 title Formation of industrial layout including formation of 60m wide road, 30m wide, 24m wide roads with flexible pavement, construction of RCC side drains, RCC Box culverts, RCC utility ducts, RCC retaining wall, HDPE dual water supply pipe lines, UGD pipeline network, construction of ICCC building etc., at sector-1 of phase-2 of Dharwad Industrial node at Dharwad Taluk and District description Formation of industrial layout including formation of 60m wide road, 30m wide, 24m wide roads with flexible pavement, construction of RCC side drains, RCC Box culverts, RCC utility ducts, RCC retaining wall, HDPE dual water supply pipe lines, UGD pipeline network, construction of ICCC building etc., at sector-1 of phase-2 of Dharwad Industrial node at Dharwad Taluk and District category WORKS categoryText Works ecv 1718285581.12 deptName Karnataka Industrial Areas Development Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5699 locationName KIADB Head Office Bangalore provisionalAmount 1718289000.0 groupOverheadTotal None fileNumber 184/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710305488000 1 None None Other Works Formation of industrial layout including formation of 60m wide road, 30m wide, 24m wide roads with flexible pavement, construction of RCC side drains, RCC Box culverts, RCC utility ducts, RCC retaining wall, HDPE dual water supply pipe lines, UGD pipeline network, construction of ICCC building etc., at sector-1 of phase-2 of Dharwad Industrial node at Dharwad Taluk and District 1718285581.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3027154 101886 None code01 Road : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer. (a) In area of light jungle complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge 100 Sqm 486.93 486.93 1702.58 False None None False None False 829037.2794 0 3027155 101886 None code02 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances 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 117.71 117.71 190184.76 False None None False None False 22386648.0996 0 3027156 101886 None code03 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances 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 448.52 448.52 21131.64 False None None False None False 9477963.1728 0 3027157 101886 None code04 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. 60.00/m3).complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 147.44 147.44 158640.47 False None None False None False 23389950.8968 0 3027158 101886 None code05 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 587.29 587.29 44500.0 False None None False None False 26134405.0 0 3027159 101886 None code06 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 454.71 454.71 6204.0 False None None False None False 2821020.84 0 3027160 101886 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. 300-2to complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 610.83 610.83 67266.88 False None None False None False 41088628.3104 0 3027161 101886 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 For Grading-V Material complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 2922.8 2922.8 26906.75 False None None False None False 78643048.9 0 3027162 101886 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Cum 3170.6 3170.6 32279.69 False None None False None False 102345985.114 0 3027163 101886 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 meanscomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 50.8 50.8 129118.75 False None None False None False 6559232.5 0 3027164 101886 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 11802.71 11802.71 8042.63 False None None False None False 94924829.5273 0 3027165 101886 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 17.35 17.35 129118.75 False None None False None False 2240210.3125 0 3027166 101886 None code13 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 14.87 14.87 129118.75 False None None False None False 1919995.8125 0 3027167 101886 None code14 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 respectscomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13669.89 13669.89 5342.05 False None None False None False 73025235.8745 0 3027168 101886 None code15 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 5882.77 5882.77 19.0 False None None False None False 111772.63 0 3027169 101886 None code16 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 11163.39 11163.39 12.6 False None None False None False 140658.714 0 3027170 101886 None code17 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Sqm 656.67 656.67 4334.3 False None None False None False 2846204.781 0 3027171 101886 None code18 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 m 459.67 459.67 68492.0 False None None False None False 31483717.64 0 3027172 101886 None code19 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting . complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 926.77 926.77 3519.0 False None None False None False 3261303.63 0 3027173 101886 None code20 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 452.24 452.24 4190.0 False None None False None False 1894885.6 0 3027174 101886 None code21 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 0.00 to 3.00m Lift complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 17023.86 False None None False None False 2151475.4268 0 3027175 101886 None code22 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.1.50 to 3.00m Lift complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 449.76 449.76 7295.94 False None None False None False 3281421.9744 0 3027176 101886 None code23 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete the work complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7627.28 7627.28 4241.0 False None None False None False 32347294.48 0 3027177 101886 None code24 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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 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 10576.17 10576.17 9854.34 False None None False None False 104221175.0778 0 3027178 101886 None code25 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 1149.79 1149.79 25460.0 False None None False None False 29273653.4 0 3027179 101886 None code26 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 296.12 296.12 13993.2 False None None False None False 4143666.384 0 3027180 101886 None code27 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Tonne 97894.63 97894.63 591.26 False None None False None False 57881178.9338 0 3027181 101886 None code28 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 329.57 329.57 1994.7 False None None False None False 657393.279 0 3027182 101886 None code29 Utility : 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 23057.98 False None None False None False 2914067.5124 0 3027183 101886 None code30 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 0.00 to 1.50m Lift complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 449.76 449.76 9881.99 False None None False None False 4444523.8224 0 3027184 101886 None code31 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 the work complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7627.28 7627.28 5166.06 False None None False None False 39402986.1168 0 3027185 101886 None code32 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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 10576.17 10576.17 14029.1 False None None False None False 148374146.547 0 3027186 101886 None code33 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 1149.79 1149.79 31673.5 False None None False None False 36417873.565 0 3027187 101886 None code34 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Tonne 97894.63 97894.63 1107.02 False None None False None False 108371313.3026 0 3027188 101886 None code35 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 1323.25 1323.25 31729.5 False None None False None False 41986060.875 0 3027189 101886 None code36 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 329.57 329.57 4656.6 False None None False None False 1534675.662 0 3027190 101886 None code37 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 pipes for Ducts-450mm Dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 2915.37 2915.37 360.0 False None None False None False 1049533.2 0 3027191 101886 None code38 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 mo complete the work. In all kinds of soils 0.00 to 3.00m Lift complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 13775.58 False None None False None False 1740957.8004 0 3027192 101886 None code39 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7627.28 7627.28 1425.06 False None None False None False 10869331.6368 0 3027193 101886 None code40 Providing and laying in position Cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 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 8242.82 8242.82 8283.12 False None None False None False 68276267.1984 0 3027194 101886 None code41 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97894.63 97894.63 993.97 False None None False None False 97304325.3811 0 3027195 101886 None code42 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 329.57 329.57 3288.6 False None None False None False 1083823.902 0 3027196 101886 None code43 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 mo complete the work. In all kinds of soils 0.00 to 3.00m Lift complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 8986.19 False None None False None False 1135674.6922 0 3027197 101886 None code44 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 526.58 526.58 2350.7 False None None False None False 1237831.606 0 3027198 101886 None code45 Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 779.33 779.33 91.74 False None None False None False 71495.7342 0 3027199 101886 None code46 Providing and filling Murrum / Gravely soil (CNS Soil ) for foundation or around pipes including cost of materials, machinery, labour, spreading ,soil in layers of 100 to 150 mm.breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent and all other ancillary operations complete.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 1015.98 1015.98 940.28 False None None False None False 955305.6744 0 3027200 101886 None code47 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7627.28 7627.28 692.79 False None None False None False 5284103.3112 0 3027201 101886 None code48 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 8225.91 8225.91 275.5 False None None False None False 2266238.205 0 3027202 101886 None code49 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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 9420.36 9420.36 3364.08 False None None False None False 31690844.6688 0 3027203 101886 None code50 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 14663.57 14663.57 907.75 False None None False None False 13310855.6675 0 3027204 101886 None code51 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 17310.07 17310.07 284.64 False None None False None False 4927138.3248 0 3027205 101886 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.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97894.63 97894.63 502.92 False None None False None False 49233167.3196 0 3027206 101886 None code53 Drainage Spouts using 100 mm GI pipe complete as perdrawing and Technical specification.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Nos 4052.77 4052.77 148.0 False None None False None False 599809.96 0 3027207 101886 None code54 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 m 286.21 286.21 2905.2 False None None False None False 831497.292 0 3027208 101886 None code55 Providing and constructing 450 mm thick size stone pitching with using 200 to 250mm size stones with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing /wedging stone chips, finishing and all other ancillary operations complete.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 804.11 804.11 1486.4 False None None False None False 1195229.104 0 3027209 101886 None code56 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 329.57 329.57 657.0 False None None False None False 216527.49 0 3027210 101886 None code57 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 3316.8 3316.8 1539.94 False None None False None False 5107672.992 0 3027211 101886 None code58 Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification..complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 417.54 417.54 398.56 False None None False None False 166414.7424 0 3027212 101886 None code59 Drain Crossing : 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 0.00 to 3.00m Lift complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 50.4 False None None False None False 6369.552 0 3027213 101886 None code60 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 0.00 to 1.50m Liftdepth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 449.76 449.76 34.02 False None None False None False 15300.8352 0 3027214 101886 None code61 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 .1.50 to 3.00m Lift complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 526.58 526.58 22.68 False None None False None False 11942.8344 0 3027215 101886 None code62 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7627.28 7627.28 17.01 False None None False None False 129740.0328 0 3027216 101886 None code63 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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 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 7627.28 7627.28 78.57 False None None False None False 599275.3896 0 3027217 101886 None code64 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97894.63 97894.63 4.71 False None None False None False 461083.7073 0 3027218 101886 None code65 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. .complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 329.57 329.57 19.98 False None None False None False 6584.8086 0 3027219 101886 None code66 UGD:Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 324.62 324.62 6908.95 False None None False None False 2242783.349 0 3027220 101886 None code67 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 followingstrata.Ordinary/soft rock (without requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 mcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 690.12 690.12 2590.86 False None None False None False 1788004.3032 0 3027221 101886 None code68 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 followingstrata.Ordinary/soft rock (without requiring blasting) Depth exceeding 3 m, but not exceeding 4.50 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 784.29 784.29 2590.86 False None None False None False 2031985.5894 0 3027222 101886 None code69 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 (requiring blasting) Depth exceeding 3 m, but not exceeding 4.50 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 1028.37 1028.37 2590.86 False None None False None False 2664362.6982 0 3027223 101886 None code70 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 (requiring blasting) Depth exceeding 4.5 m, but not exceeding 6.00 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 1079.79 1079.79 2590.86 False None None False None False 2797584.7194 0 3027224 101886 None code71 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 complete in the following strata.In all kinds of soils Depth upto 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 496.42 False None None False None False 62737.5596 0 3027225 101886 None code72 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 complete in the following strata.Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 526.58 526.58 186.16 False None None False None False 98028.1328 0 3027226 101886 None code73 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 complete in the following strata.Depth exceeding 3.00 m, but not exceeding 4.50 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 573.66 573.66 186.16 False None None False None False 106792.5456 0 3027227 101886 None code74 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 complete in the following strata.Depth exceeding 3m, but not exceeding 4.5m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 880.93 880.93 372.32 False None None False None False 327987.8576 0 3027228 101886 None code75 DWC (Doub. Wall Corrug) pipe SN 8, 200 mm SW pipe complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 678.97 678.97 3949.0 False None None False None False 2681252.53 0 3027229 101886 None code76 DWC (Doub. Wall Corrug) pipe SN 8,250 mm SW pipe complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 1054.39 1054.39 499.0 False None None False None False 526140.61 0 3027230 101886 None code77 DWC (Doub. Wall Corrug) pipe SN 8,300 mm SW pipe complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 1414.94 1414.94 311.0 False None None False None False 440046.34 0 3027231 101886 None code78 DWC (Doub. Wall Corrug) pipe SN 8,400 mm SW pipe complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 2727.04 2727.04 2321.0 False None None False None False 6329459.84 0 3027232 101886 None code79 Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below.With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia -do- with table moulded bricks of proved quality and heavy duty SFRC manhole 1.00 M.depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge No. 36166.41 36166.41 50.0 False None None False None False 1808320.5 0 3027233 101886 None code80 Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below.With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia -do- with table moulded bricks of proved quality and heavy duty SFRC manhole 2.00 M.depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge No. 69620.65 69620.65 38.0 False None None False None False 2645584.7 0 3027234 101886 None code81 Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below.With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia -do- with table moulded bricks of proved quality and heavy duty SFRC manhole 3.00 M.depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge No. 104712.85 104712.85 30.0 False None None False None False 3141385.5 0 3027235 101886 None code82 Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below.With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia -do- with table moulded bricks of proved quality and heavy duty SFRC manhole 4.00 M.depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge No. 144629.71 144629.71 113.0 False None None False None False 16343157.23 0 3027236 101886 None code83 Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness including disposing off the surplus earth with all lead and lift. Cum 198.24 198.24 16819.72 False None None False None False 3334341.2928 0 3027237 101886 None code84 WATER SUPPLY : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.all kinds of soil. Depth upto 1.50m -10% of total quantity complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 321.53 321.53 25758.18 False None None False None False 8282027.6154 0 3027238 101886 None code85 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 562.51 562.51 6439.55 False None None False None False 3622311.2705 0 3027239 101886 None code86 Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). 660 mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 16788.45 16788.45 257.25 False None None False None False 4318828.7625 0 3027240 101886 None code87 Providing coal taring two coats to the outer surface of M.S pipes as per AWWA specifications including the cost of coal tar etc.complete for: Outside of 660mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 2288.43 2288.43 257.25 False None None False None False 588698.6175 0 3027241 101886 None code88 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 1018.0 False None None False None False 3356325.64 0 3027242 101886 None code89 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 200mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 2169.49 2169.49 900.0 False None None False None False 1952541.0 0 3027243 101886 None code90 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 1431.05 1431.05 612.0 False None None False None False 875802.6 0 3027244 101886 None code91 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 140mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 1116.34 1116.34 4234.0 False None None False None False 4726583.56 0 3027245 101886 None code92 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 125mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 898.28 898.28 1250.0 False None None False None False 1122850.0 0 3027246 101886 None code93 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 688.88 688.88 4142.0 False None None False None False 2853340.96 0 3027247 101886 None code94 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 90mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge m 475.78 475.78 15984.0 False None None False None False 7604867.52 0 3027248 101886 None code95 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 (DR) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 2387.14 2387.14 2420.62 False None None False None False 5778358.8268 0 3027249 101886 None code96 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 100 mm dia. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 45940.88 45940.88 35.0 False None None False None False 1607930.8 0 3027250 101886 None code97 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 100mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 15432.98 15432.98 67.0 False None None False None False 1034009.66 0 3027251 101886 None code98 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 450mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 276103.72 276103.72 1.0 False None None False None False 276103.72 0 3027252 101886 None code99 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 573.66 573.66 67.0 False None None False None False 38435.22 0 3027253 101886 None code100 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 450mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Each 4580.58 4580.58 1.0 False None None False None False 4580.58 0 3027254 101886 None code101 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 198.24 198.24 31992.62 False None None False None False 6342216.9888 0 3027255 101886 None code102 Valve Chamber :Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 429.77 False None None False None False 54314.3326 0 3027256 101886 None code103 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. - In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 449.76 449.76 37.37 False None None False None False 16807.5312 0 3027257 101886 None code104 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 686.41 686.41 18.69 False None None False None False 12829.0029 0 3027258 101886 None code105 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7627.28 7627.28 34.04 False None None False None False 259632.6112 0 3027259 101886 None code106 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 8179.07 8179.07 118.82 False None None False None False 971837.0974 0 3027260 101886 None code107 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97894.63 97894.63 5.94 False None None False None False 581494.1022 0 3027261 101886 None code108 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 329.57 329.57 166.61 False None None False None False 54909.6577 0 3027262 101886 None code109 Outlet Crossings : 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 ( I.No.16.3.5 Page No.188 of VOL-V of UNI SR-2023-24) 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 m 2915.37 2915.37 320.0 False None None False None False 932918.4 0 3027263 101886 None code110 ICCC Building: 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. In all kinds of soils Depth upto 3 m Cum 126.38 126.38 3154.72 False None None False None False 398693.5136 0 3027264 101886 None code111 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 329.57 329.57 1210.14 False None None False None False 398825.8398 0 3027265 101886 None code112 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 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 7702.86 7702.86 193.6 False None None False None False 1491273.696 0 3027266 101886 None code113 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates upto plinth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 8448.42 8448.42 464.4 False None None False None False 3923446.248 0 3027267 101886 None code114 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates 2nd floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7856.92 7856.92 15.7 False None None False None False 123353.644 0 3027268 101886 None code115 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Combined footing complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 8074.6 8074.6 233.81 False None None False None False 1887922.226 0 3027269 101886 None code116 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Isolated footing complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13083.84 13083.84 101.1 False None None False None False 1322776.224 0 3027270 101886 None code117 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates plinth Beams complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11588.54 11588.54 118.61 False None None False None False 1374516.7294 0 3027271 101886 None code118 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Lintle complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 12336.19 12336.19 9.57 False None None False None False 118057.3383 0 3027272 101886 None code119 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Chejja complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11214.72 11214.72 49.5 False None None False None False 555128.64 0 3027273 101886 None code120 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Staircase complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11588.54 11588.54 103.12 False None None False None False 1195010.2448 0 3027274 101886 None code121 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Slab complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11588.54 11588.54 158.48 False None None False None False 1836551.8192 0 3027275 101886 None code122 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Beams complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 12336.19 12336.19 265.75 False None None False None False 3278342.4925 0 3027276 101886 None code123 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Column upto 1st floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13083.84 13083.84 90.97 False None None False None False 1190236.9248 0 3027277 101886 None code124 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)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 13420.44 13420.44 66.02 False None None False None False 886017.4488 0 3027278 101886 None code125 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Column upto 1st floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13214.68 13214.68 73.1 False None None False None False 965993.108 0 3027279 101886 None code126 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Beam upto 1st floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 12459.55 12459.55 231.04 False None None False None False 2878654.432 0 3027280 101886 None code127 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC Slab upto 1st floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11704.43 11704.43 197.43 False None None False None False 2310805.6149 0 3027281 101886 None code128 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Staircase 1st floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11704.43 11704.43 28.44 False None None False None False 332873.9892 0 3027282 101886 None code129 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Chejja 1st floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11326.87 11326.87 97.0 False None None False None False 1098706.39 0 3027283 101886 None code130 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Column 2nd floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 13345.52 13345.52 73.1 False None None False None False 975557.512 0 3027284 101886 None code131 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2nd floor beam complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 12582.92 12582.92 231.04 False None None False None False 2907157.8368 0 3027285 101886 None code132 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Slab 2nd floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11820.32 11820.32 197.43 False None None False None False 2333685.7776 0 3027286 101886 None code133 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2nd floor staircase complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11820.32 11820.32 28.44 False None None False None False 336169.9008 0 3027287 101886 None code134 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2nd floor Chejja complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 11439.01 11439.01 97.0 False None None False None False 1109583.97 0 3027288 101886 None code135 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 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Head roomcolumns complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 14701.68 14701.68 3.67 False None None False None False 53955.1656 0 3027289 101886 None code136 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 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Head room Beam complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 14701.68 14701.68 4.55 False None None False None False 66892.644 0 3027290 101886 None code137 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 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Head room Slab complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 12972.07 12972.07 216.0 False None None False None False 2801967.12 0 3027291 101886 None code138 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 110837.22 110837.22 157.1 False None None False None False 17412527.262 0 3027292 101886 None code139 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 1 st Floor Tonne 111945.6 111945.6 43.73 False None None False None False 4895381.088 0 3027293 101886 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 2nd floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 113053.97 113053.97 43.73 False None None False None False 4943850.1081 0 3027294 101886 None code141 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 3rd floor complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 110837.22 110837.22 22.7 False None None False None False 2516004.894 0 3027295 101886 None code142 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 7915.97 7915.97 222.57 False None None False None False 1761857.4429 0 3027296 101886 None code143 Ruled / Flush pointing on Sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 (One lime: 1.5 surkhi (50% red and 50% light yellow surkhi ) : 1/2 marble dust). (The rate is inclusive of all materials & labours involved except scaffolding) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 304.79 304.79 40.39 False None None False None False 12310.4681 0 3027297 101886 None code144 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 l/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 146.2 146.2 2326.09 False None None False None False 340074.358 0 3027298 101886 None code145 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ground floor Cum 9884.74 9884.74 1336.17 False None None False None False 13207693.0458 0 3027299 101886 None code146 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st floor Cum 9983.59 9983.59 829.96 False None None False None False 8285980.3564 0 3027300 101886 None code147 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Cum 10082.44 10082.44 829.96 False None None False None False 8368021.9024 0 3027301 101886 None code148 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 3rd floor Cum 9884.74 9884.74 17.3 False None None False None False 171006.002 0 3027302 101886 None code149 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st Floor Sqm 565.63 565.63 437.28 False None None False None False 247338.6864 0 3027303 101886 None code150 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd Floor Sqm 571.23 571.23 437.28 False None None False None False 249787.4544 0 3027304 101886 None code151 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 grouting the joint with white cement & matching pigments with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Sqm 1455.83 1455.83 1532.21 False None None False None False 2230637.2843 0 3027305 101886 None code152 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 grouting the joint with white cement & matching pigments with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Sqm 1470.39 1470.39 1366.62 False None None False None False 2009464.3818 0 3027306 101886 None code153 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 grouting the joint with white cement & matching pigments etc. complete. (Building SoR 2023-24, S.No:9.17, Pg:61) Size of Tile 600x600 mm (2nd floor) with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Sqm 1484.95 1484.95 1366.62 False None None False None False 2029362.369 0 3027307 101886 None code154 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ground floor Sqm 1724.69 1724.69 43.69 False None None False None False 75351.7061 0 3027308 101886 None code155 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st floor Sqm 1744.57 1744.57 2056.32 False None None False None False 3587394.1824 0 3027309 101886 None code156 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Sqm 1759.18 1759.18 2056.32 False None None False None False 3617437.0176 0 3027310 101886 None code157 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ground floor Sqm 1101.47 1101.47 98.07 False None None False None False 108021.1629 0 3027311 101886 None code158 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st floor Sqm 1112.48 1112.48 225.87 False None None False None False 251275.8576 0 3027312 101886 None code159 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Sqm 1123.5 1123.5 225.87 False None None False None False 253764.945 0 3027313 101886 None code160 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing with all lead and lift etc, as per specification and as per directed by the Engineer in Charge.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, Lakared, River Pink, Orissa Blue or equivalent. Sqm 3533.63 3533.63 59.4 False None None False None False 209897.622 0 3027314 101886 None code161 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, Lakared, River Pink, Orissa Blue or equivalent.1st floor Sqm 3568.97 3568.97 59.4 False None None False None False 211996.818 0 3027315 101886 None code162 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, Lakared, River Pink, Orissa Blue or equivalent.2nd floor Sqm 3604.3 3604.3 59.4 False None None False None False 214095.42 0 3027316 101886 None code163 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. ( excluding cost of fixtures ) Ground floor Sqm 9223.12 9223.12 21.6 False None None False None False 199219.392 0 3027317 101886 None code164 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ground floor Sqm 1224.13 1224.13 116.1 False None None False None False 142121.493 0 3027318 101886 None code165 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st floor Sqm 1236.37 1236.37 128.34 False None None False None False 158675.7258 0 3027319 101886 None code166 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Sqm 1248.62 1248.62 128.34 False None None False None False 160247.8908 0 3027320 101886 None code167 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long bracketsof 15x15mm M.S Square tube, the entire door frame to be reinforced with19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to thewall using M.S. Screws of 65/80mm size complete as per manufacturers with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. .1st floor Sqm 397.94 397.94 20.58 False None None False None False 8189.6052 0 3027321 101886 None code168 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long bracketsof 15x15mm M.S Square tube, the entire door frame to be reinforced with19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to thewall using M.S. Screws of 65/80mm size complete as per manufacturers with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Sqm 401.88 401.88 20.58 False None None False None False 8270.6904 0 3027322 101886 None code169 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polish ing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ground floor Sqm 700.04 700.04 118.34 False None None False None False 82842.7336 0 3027323 101886 None code170 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polish ing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st floor Kg 707.03 707.03 103.95 False None None False None False 73495.7685 0 3027324 101886 None code171 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polish ing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge 2nd floor Kg 714.04 714.04 103.95 False None None False None False 74224.458 0 3027325 101886 None code172 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ground floor Sqm 315.95 315.95 2541.51 False None None False None False 802990.0845 0 3027326 101886 None code173 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st floor Sqm 319.11 319.11 1409.85 False None None False None False 449897.2335 0 3027327 101886 None code174 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge 2nd floor Sqm 322.27 322.27 1409.85 False None None False None False 454352.3595 0 3027328 101886 None code175 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ground floor Sqm 438.61 438.61 689.07 False None None False None False 302232.9927 0 3027329 101886 None code176 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in charge 1st floor Sqm 443.0 443.0 689.07 False None None False None False 305258.01 0 3027330 101886 None code177 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2ndt floor Sqm 447.37 447.37 689.07 False None None False None False 308269.2459 0 3027331 101886 None code178 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ground floor Sqm 531.53 531.53 284.11 False None None False None False 151012.9883 0 3027332 101886 None code179 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st floor Sqm 536.84 536.84 284.11 False None None False None False 152521.6124 0 3027333 101886 None code180 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Sqm 542.16 542.16 284.11 False None None False None False 154033.0776 0 3027334 101886 None code181 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Sqm 420.84 420.84 384.48 False None None False None False 161804.5632 0 3027335 101886 None code182 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Head room Sqm 412.59 412.59 213.12 False None None False None False 87931.1808 0 3027336 101886 None code183 Architectrual Carving / Corrice to capital , base and raft Ground floor with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. LS 767000.0 767000.0 1.0 False None None False None False 767000.0 0 3027337 101886 None code184 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ground floor Sqm 206.91 206.91 3514.69 False None None False None False 727224.5079 0 3027338 101886 None code185 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st floor Sqm 208.98 208.98 1409.85 False None None False None False 294630.453 0 3027339 101886 None code186 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2ndfloor Sqm 211.05 211.05 1409.85 False None None False None False 297548.8425 0 3027340 101886 None code187 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 3rd floor Sqm 206.91 206.91 221.04 False None None False None False 45735.3864 0 3027341 101886 None code188 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st floor Sqm 220.25 220.25 184.8 False None None False None False 40702.2 0 3027342 101886 None code189 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Sqm 222.43 222.43 184.8 False None None False None False 41105.064 0 3027343 101886 None code190 Providing Sal wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 600 mm c/c and cross battons 38mmx50mm at 600mm c/c sawn and putup including cost of materials, labour with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1st floor Cum 124204.22 124204.22 48.0 False None None False None False 5961802.56 0 3027344 101886 None code191 Providing Sal wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 600 mm c/c and cross battons 38mmx50mm at 600mm c/c sawn and putup including cost of materials, labour with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor. Cum 125433.95 125433.95 48.0 False None None False None False 6020829.6 0 3027345 101886 None code192 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/m2 (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS Certification marks only) Ground floor with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Sqm 1217.94 1217.94 98.07 False None None False None False 119443.3758 0 3027346 101886 None code193 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/m2 (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS Certification marks only) 1st floor with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Sqm 1230.11 1230.11 1401.43 False None None False None False 1723913.0573 0 3027347 101886 None code194 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/m2 (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS Certification marks only) 2nd floor with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Sqm 1242.29 1242.29 1401.43 False None None False None False 1740982.4747 0 3027348 101886 None code195 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Ground floor with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Kg 208.15 208.15 116.1 False None None False None False 24166.215 0 3027349 101886 None code196 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long bracketsof 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to thewall using M.S. Screws of 65/80mm size complete as per manufacturers with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ground floor Mtr 394.0 394.0 20.58 False None None False None False 8108.52 0 3027350 101886 None code197 Providing & fixing corrugated G.S. sheet roofing including vertical /curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge Extra for straight cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq. decimeter for sky light, chimney stacks etc 2nd floor Sqm 1110.86 1110.86 167.7 False None None False None False 186291.222 0 3027351 101886 None code198 Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Kg 133.97 133.97 14.95 False None None False None False 2002.8515 0 3027352 101886 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Cum 14690.17 14690.17 41.33 False None None False None False 607144.7261 0 3027353 101886 None code200 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 @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 2nd floor Sqm 1032.51 1032.51 1538.57 False None None False None False 1588588.9107 0 3027354 101886 None code201 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 @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 3rd floor Sqm 1012.26 1012.26 26.73 False None None False None False 27057.7098 0 3027355 101886 None code202 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 :HDPE PE 80 PN 6.0 , 75mm Dia 3rd floor with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 303.56 303.56 40.5 False None None False None False 12294.18 0 3027356 101886 None code203 Sanitary: Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1.50 HP/1.1KW 12 STG Each 19102.9 19102.9 1.0 False None None False None False 19102.9 0 3027357 101886 None code204 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete. Upto 3 HP pumps with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Each 8053.5 8053.5 1.0 False None None False None False 8053.5 0 3027358 101886 None code205 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. x3x4 Sqm with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 167.27 167.27 100.0 False None None False None False 16727.0 0 3027359 101886 None code206 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 40 mm nominal dia Pipes with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 591.0 591.0 50.0 False None None False None False 29550.0 0 3027360 101886 None code207 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Ltr 11.15 11.15 5000.0 False None None False None False 55750.0 0 3027361 101886 None code208 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 893.32 893.32 25.0 False None None False None False 22333.0 0 3027362 101886 None code209 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. In all kinds of soils. Depth upto 1.50m Cum 599.68 599.68 22500.0 False None None False None False 13492800.0 0 3027363 101886 None code210 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessaryhydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)PVC pipes 50mm dia., 6 kg/sqcm & class 5 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 125.14 125.14 250.0 False None None False None False 31285.0 0 3027364 101886 None code211 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Cum 198.24 198.24 22500.0 False None None False None False 4460400.0 0 3027365 101886 None code212 Chlorinated Polyvinyl - chloride (CPVC) pipe 32 mm nominal dia with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 219.3 219.3 30.0 False None None False None False 6579.0 0 3027366 101886 None code213 Chlorinated Polyvinyl - chloride (CPVC) pipe 25 mm nominal dia with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 156.11 156.11 20.0 False None None False None False 3122.2 0 3027367 101886 None code214 Chlorinated Polyvinyl - chloride (CPVC) pipe 20 mm nominal dia with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 100.36 100.36 20.0 False None None False None False 2007.2 0 3027368 101886 None code215 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. No 2600.66 2600.66 24.0 False None None False None False 62415.84 0 3027369 101886 None code216 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighingnot less than 88 g. with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. No 241.61 241.61 12.0 False None None False None False 2899.32 0 3027370 101886 None code217 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Oval shape 450x350 mm with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. No 1320.77 1320.77 3.0 False None None False None False 3962.31 0 3027371 101886 None code218 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. No 786.77 786.77 60.0 False None None False None False 47206.2 0 3027372 101886 None code219 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm diameter with jali of the following nominal diameter of self-cleansing design with C.I screed down or hinged grating including the cost of cutting and making good the walls with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. No 86.73 86.73 30.0 False None None False None False 2601.9 0 3027373 101886 None code220 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fix tures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. No 5994.28 5994.28 30.0 False None None False None False 179828.4 0 3027374 101886 None code221 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveyance worksite,rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading and unloading at both destinations and cuts of pipes whereever necessary including jointing of PVC Pipes and specials with jointing of approved type with all labour with all lead & lift including encasing the pipe alround to a deptjh of not less than 15cms with soft gravel or selected earth available from excavation etc., complete and giving necessary hydraulic test to the required pressure as per ISS 140mm Dia with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 34.46 34.46 70.0 False None None False None False 2412.2 0 3027375 101886 None code222 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveyance worksite,rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading and unloading at both destinations and cuts of pipes whereever necessary including jointing of PVC Pipes and specials with jointing of approved type with all labour with all lead & lift including encasing the pipe alround to a deptjh of not less than 15cms with soft gravel or selected earth available from excavation etc., complete and giving necessary hydraulic test to the required pressure as per ISS 75mm Dia with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 12.98 12.98 70.0 False None None False None False 908.6 0 3027376 101886 None code223 Inspection Chamber (1.5 x 1.5 ft) with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. No 632.43 632.43 4.0 False None None False None False 2529.72 0 3027377 101886 None code224 Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mmand down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall befixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouringtar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conicalsurface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. 1.5M No 47554.06 47554.06 4.0 False None None False None False 190216.24 0 3027378 101886 None code225 Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mmand down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall befixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouringtar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conicalsurface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.& 2.0 M depth with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. No 75311.38 75311.38 4.0 False None None False None False 301245.52 0 3027379 101886 None code226 Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mmand down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall befixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouringtar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conicalsurface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.& 3.0 M depth includ. SFRC F&C with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. No 110662.52 110662.52 5.0 False None None False None False 553312.6 0 3027380 101886 None code227 Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mmand down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall befixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouringtar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conicalsurface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. & 4.0 M depth includ. SFRC F&C with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. No 147086.65 147086.65 5.0 False None None False None False 735433.25 0 3027381 101886 None code228 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Each 17873.81 17873.81 12.0 False None None False None False 214485.72 0 3027382 101886 None code229 Entrance Gate: Clearing and grubbing road land including uprooting rankvegetation, 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.. By Mechanical Means using Dozer :B. In area of thorny jungle complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge 100 Sqm 599.68 599.68 3.73 False None None False None False 2236.8064 0 3027383 101886 None code230 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 the work. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 126.38 126.38 225.81 False None None False None False 28537.8678 0 3027384 101886 None code231 Supplying and filling in plinth with sand under floors, foundation of Bridges including watering, ramming, consolidating and dressing complete. complete the work complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 2697.3 2697.3 27.85 False None None False None False 75119.805 0 3027385 101886 None code232 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 329.57 329.57 78.2 False None None False None False 25772.374 0 3027386 101886 None code233 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 7017.7 7017.7 25.72 False None None False None False 180495.244 0 3027387 101886 None code234 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 8242.82 8242.82 15.12 False None None False None False 124631.4384 0 3027388 101886 None code235 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 Technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 14413.41 14413.41 24.57 False None None False None False 354137.4837 0 3027389 101886 None code236 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 echnicalspecifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates 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 12717.72 12717.72 145.21 False None None False None False 1846740.1212 0 3027390 101886 None code237 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 as per specifications. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Sqm 146.2 146.2 304.05 False None None False None False 44452.11 0 3027391 101886 None code238 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specificationcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Tonne 97.89 97.89 18631.99 False None None False None False 1823885.5011 0 3027392 101886 None code239 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 14402.14 14402.14 57.68 False None None False None False 830715.4352 0 3027393 101886 None code240 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 as per specifications and as per directions of Engineer-in-charge..complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 412.59 412.59 416.57 False None None False None False 171872.6163 0 3027394 101886 None code241 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 as per specifications and as per directions of Engineer-in-charge.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 315.95 315.95 772.61 False None None False None False 244106.1295 0 3027395 101886 None code242 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. complete complete in all respectscomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 1455.83 1455.83 40.26 False None None False None False 58611.7158 0 3027396 101886 None code243 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 as per specifications and as per directions of Engineer-in-charge complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 206.91 206.91 416.57 False None None False None False 86192.4987 0 3027397 101886 None code244 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 as per specifications and as per directions of Enginer-in-charge complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Sqm 218.06 218.06 772.61 False None None False None False 168475.3366 0 3027398 101886 None code245 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 as per specifications. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Cum 122431.79 122431.79 0.17 False None None False None False 20813.4043 0 3027399 101886 None code246 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.. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge Sqm 9223.12 9223.12 6.3 False None None False None False 58105.656 0 3027400 101886 None code247 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 6223.5 6223.5 10.69 False None None False None False 66529.215 0 3027401 101886 None code248 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 1012.26 1012.26 304.05 False None None False None False 307777.653 0 3027402 101886 None code249 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 m 453.99 453.99 10.0 False None None False None False 4539.9 0 3027403 101886 None code250 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 12687.35 12687.35 112.97 False None None False None False 1433289.9295 0 3027404 101886 None code251 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 m 375.42 375.42 30.0 False None None False None False 11262.6 0 3027405 101886 None code252 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 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 5850.56 5850.56 25.65 False None None False None False 150066.864 0 3027406 101886 None code253 Entrance gate electrical: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 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 3027407 101886 None code254 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 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 3027408 101886 None code255 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 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 3027409 101886 None code256 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 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 3027410 101886 None code257 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 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 3027411 101886 None code258 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 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 3027412 101886 None code259 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 164.02 164.02 300.0 False None None False None False 49206.0 0 3027413 101886 None code260 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 232.46 232.46 200.0 False None None False None False 46492.0 0 3027414 101886 None code261 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 193.52 193.52 130.0 False None None False None False 25157.6 0 3027415 101886 None code262 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 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 3027416 101886 None code263 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 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 3027417 101886 None code264 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 than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition 22W battern Light 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 3027418 101886 None code265 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, CRIgreater than 70%. efficacy greater than100 lumen per watt, 120degree beam spread, lifegreater 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 less 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 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 3027419 101886 None code266 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 +/- 10 %, Rated current As per IS:374/79, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 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 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 3027420 101886 None code267 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required 50 mm x 6mm GI strip with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. Mtr 257.24 257.24 30.0 False None None False None False 7717.2 0 3027421 101886 None code268 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.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 3027422 101886 None code269 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 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 3027423 101886 None code270 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 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 3027424 101886 None code271 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 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 3027425 101886 None code272 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 than0.9 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 SystemPower consumption. LED Efficiencygreater than 1301m/w, nominal CRI greater than75. 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/ 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
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710305489000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710305489000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710305489000 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 1710305502000 0 None None ELIGIBILITY All terms and conditions are as per bid document 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 under 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, formation of roads, construction of crest with flexible pavement, construction of RCC side drains, RCC ducts, RCC cross drainage works, HDPE dual water supply pipe line, UGD pipeline network & construction of building as per the detailed scope of work mentioned in the relevant clauses of value not less than Rs.8591.45 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% of the peak annual rate of construction) (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 & uploaded under private firms/ private organizations/private individuals / Public Private Partnership (PPP) work shall not be considered for technical bid evaluation. (1) Earthwork (Excavation & Embankment): 330773 cum, (2) sub grade, earthen shoulders: 40360 cum, (3) Granular Sub Base: 16144 cum, (4) WMM: 19367 Cum, (5) BM/DBM/BC/SDBC: 8030 Cum, (6)PCC/RCC: 30557 Cum, (7) TMT Steel: 2084 MT, (8) DWC/HDPE Pipe line: 7293 Rmtr Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The Tenderer or his identified sub-contractor should possess valid license KPWD Contractor License for executing water supply/plumbing/sanitary works and should have executed similar water supply/plumbing/sanitary works for buildings/structres in any one year amounting to Rs.286.00 lakhs 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 -- Relevant documents of plants & equipments None None None None Contractor has to submit deployment of Key Personals along with deployment schedule Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Personal capabilities 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: (A x N x 1.5 - 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 24 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 under 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.17182.89 Lakhs. (Civil Contract works) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Each Tenderer should further demonstrate: liquid assets and /or availability of credit facilities of not less than Rs.3092.00 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 1710307008000 version 0 createdDate None modifiedDate None blockNumber No 49, East Wing, 4th and 5th Floor, Khanija Bhavan Race Course Road street None city Bengaluru state Karnataka pin 560001
tenderRecallDTO	None