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noticeInvitingTenderDTO	createdTs 1710251906457 version 13 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 1550000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-08-2024 17:00:00 tenderQueryClose 12-08-2024 11:00:00 technicalBidOpen 27-08-2024 11:00:00 publishedDate 29-07-2024 11:42:57 publishedByPost BTDA_EE_DIV2_BGK publishedByUser KPE11628 - S S DOLLI bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 02-08-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType PERCENTAGE denominationTypeText Percentage retenderedYn None percentageRateTypeText Single Rate contactPerson S S Dolli Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08354297654 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1710251906485 version 5 createdDate None modifiedDate None tenderNumber BTDA/2023-24/OW/WORK_INDENT8 title CONSTRUCTION OF INTEGRATED SOLID WASTE MANAGEMENT PLANT INCLUDING COMPOUND WALL AND ROAD AT MURANAL VILLAGE OF BAGALKOT description CONSTRUCTION OF INTEGRATED SOLID WASTE MANAGEMENT PLANT INCLUDING COMPOUND WALL AND ROAD AT MURANAL VILLAGE OF BAGALKOT category WORKS categoryText Works ecv 154613105.93 deptName Bagalkot Town Development Authority status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 6249 locationName BTDA Executive Engineer Office Div No 2 Bagalkot provisionalAmount 157500000.0 groupOverheadTotal 23585050.05 fileNumber BTDA/AEE/SD6/2023-24/5
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710251906000 1 None None Other Works CONSTRUCTION OF INTEGRATED SOLID WASTE MANAGEMENT PLANT INCLUDING COMPOUND WALL AND ROAD AT MURANAL VILLAGE OF BAGALKOT 131028055.88 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3016210 100813 None Code001 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. By Mechanical Means using Dozer, A) In area of light jungle ha 162785.32 162785.32 4.53 False None None False None False 737417.4996 0 3016211 100813 None Code002 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 up to 1.5 m including cost of labor, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 75.19 75.19 570.36 False None None False None False 42885.3684 0 3016212 100813 None Code003 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. Cum 414.06 414.06 3366.1 False None None False None False 1393767.366 0 3016213 100813 None Code004 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary hr 206.0 206.0 432.0 False None None False None False 88992.0 0 3016214 100813 None Code005 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 Cum 75.19 75.19 1089.6 False None None False None False 81927.024 0 3016215 100813 None Code006 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6103.78 6103.78 108.1 False None None False None False 659818.618 0 3016216 100813 None Code007 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenancesrequired to complete the work as per technical specifications. (The cost of formwork included) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7069.28 7069.28 210.73 False None None False None False 1489709.3744 0 3016217 100813 None Code008 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 72415.18 72415.18 16.86 False None None False None False 1220919.9348 0 3016218 100813 None Code009 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5584.66 5584.66 249.08 False None None False None False 1391027.1128 0 3016219 100813 None Code010 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labor, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1238.06 1238.06 1291.5 False None None False None False 1598954.49 0 3016220 100813 None Code011 G.I Barbed Wire Fencing 1.2 m High Providing and fixing 1.2 m high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 m center to center founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end. m 224.54 224.54 615.0 False None None False None False 138092.1 0 3016221 100813 None Code012 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 279.04 279.04 3321.0 False None None False None False 926691.84 0 3016222 100813 None Code013 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 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. Sqm 392.96 392.96 615.0 False None None False None False 241670.4 0 3016223 100813 None Code014 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 mover and including priming coat of exterior primer applied @ 2.20 kg/10 m with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 174.08 174.08 3936.0 False None None False None False 685178.88 0 3016224 100813 None Code015 Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mm x 50mm 14 guage M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members asshown in the drawing etc., complete. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, with lead and lift, loading and unloading charges, etc., complete as per specifiocation. Sqm 3102.36 3102.36 72.0 False None None False None False 223369.92 0 3016225 100813 None Code016 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 Cum 75.19 75.19 1054.0 False None None False None False 79250.26 0 3016226 100813 None Code017 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 425.39 425.39 3162.0 False None None False None False 1345083.18 0 3016227 100813 None Code018 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 inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2465.82 2465.82 1581.0 False None None False None False 3898461.42 0 3016228 100813 None Code019 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenancesrequired to complete the work as per technical specifications. (The cost of formwork included) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7069.28 7069.28 2108.0 False None None False None False 14902042.24 0 3016229 100813 None Code020 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenancesrequired to complete the work as per technical specifications. (The cost of formwork included) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7069.28 7069.28 15.0 False None None False None False 106039.2 0 3016230 100813 None Code021 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 72415.18 72415.18 27.23 False None None False None False 1971865.3514 0 3016231 100813 None Code022 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 Cum 75.19 75.19 1137.05 False None None False None False 85494.7895 0 3016232 100813 None Code023 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. Cum 414.06 414.06 2042.4 False None None False None False 845676.144 0 3016233 100813 None Code024 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6103.78 6103.78 63.96 False None None False None False 390397.7688 0 3016234 100813 None Code025 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 formwork included) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7041.03 7041.03 210.63 False None None False None False 1483052.1489 0 3016235 100813 None Code026 Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 89.61 89.61 1035.6 False None None False None False 92800.116 0 3016236 100813 None Code027 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 425.39 425.39 1892.6 False None None False None False 805093.114 0 3016237 100813 None Code028 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 inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2465.82 2465.82 807.6 False None None False None False 1991396.232 0 3016238 100813 None Code029 Cement Concrete Pavement with OPC and GGBS Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement @ 315 kg/m3 and GGBS@ 105 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing Cum 9000.14 9000.14 807.6 False None None False None False 7268513.064 0 3016239 100813 None Code030 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 200 x 100 mm Kerb Stone m 223.51 223.51 480.0 False None None False None False 107284.8 0 3016240 100813 None Code031 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 72415.18 72415.18 25.28 False None None False None False 1830655.7504 0 3016241 100813 None Code032 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc HDPE Grade PE80-PN8.0,250mm dia. m 1921.98 1921.98 455.0 False None None False None False 874500.9 0 3016242 100813 None Code033 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 Cum 75.19 75.19 1079.82 False None None False None False 81191.6658 0 3016243 100813 None Code034 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6103.78 6103.78 77.51 False None None False None False 473103.9878 0 3016244 100813 None Code035 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenancesrequired to complete the work as per technical specifications. (The cost of formwork included) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7069.28 7069.28 318.54 False None None False None False 2251848.4512 0 3016245 100813 None Code036 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 72415.18 72415.18 31.85 False None None False None False 2306423.483 0 3016246 100813 None Code037 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5584.66 5584.66 52.11 False None None False None False 291016.6326 0 3016247 100813 None Code038 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm 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.0.63 mm thick with zinc coating not less than 275 g/ m Sqm 818.85 818.85 3017.6 False None None False None False 2470961.76 0 3016248 100813 None Code039 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Kg 140.08 140.08 28800.0 False None None False None False 4034304.0 0 3016249 100813 None Code040 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6103.78 6103.78 287.0 False None None False None False 1751784.86 0 3016250 100813 None Code041 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 279.04 279.04 259.2 False None None False None False 72327.168 0 3016251 100813 None Code042 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 mover and including priming coat of exterior primer applied @ 2.20 kg/10 m with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Sqm 174.08 174.08 259.2 False None None False None False 45121.536 0 3016252 100813 None Code043 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 Cum 75.19 75.19 40680.64 False None None False None False 3058777.3216 0 3016253 100813 None Code044 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. Cum 414.06 414.06 2616.75 False None None False None False 1083491.505 0 3016254 100813 None Code045 Providing ,laying & installation of 1500 micron thick wide HDPE Geo membranehaving thickness 1.5mm, Density94g/cm3, Tensile strength at yield 23 Nmm/width and at break 42nmm/width. Elongation at yield 13% Elongation at Break 70%, Tear strength resistance 175 N, Puncuture Resistance 490N, Carbon blackcontent 2.5 and carbon blackdispersion at satisfactory level, including cost of transportation, machinery for installation, labour,complete etc., Sqm 640.0 640.0 18755.0 False None None False None False 12003200.0 0 3016255 100813 None Code046 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill[1]up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Cum 2915.93 2915.93 1344.0 False None None False None False 3919009.92 0 3016256 100813 None Code047 Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. Sqm 443.93 443.93 17050.0 False None None False None False 7569006.5 0 3016257 100813 None Code048 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc HDPE Grade PE80-PN8.0,200mm dia. m 1237.03 1237.03 8100.0 False None None False None False 10019943.0 0 3016258 100813 None Code049 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc HDPE Grade PE80-PN8.0,250mm dia. Mtr 1921.98 1921.98 240.0 False None None False None False 461275.2 0 3016259 100813 None Code050 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 Cum 75.19 75.19 148.25 False None None False None False 11146.9175 0 3016260 100813 None Code051 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6103.78 6103.78 8.95 False None None False None False 54628.831 0 3016261 100813 None Code052 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5584.66 5584.66 56.83 False None None False None False 317376.2278 0 3016262 100813 None Code053 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenancesrequired to complete the work as per technical specifications. (The cost of formwork included) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7069.28 7069.28 17.74 False None None False None False 125409.0272 0 3016263 100813 None Code054 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1238.06 1238.06 212.0 False None None False None False 262468.72 0 3016264 100813 None Code055 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 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. Sqm 392.96 392.96 247.92 False None None False None False 97422.6432 0 3016265 100813 None Code056 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m over and including priming coat of exterior primer applied @ 2.20 kg/10 m with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 174.08 174.08 308.0 False None None False None False 53616.64 0 3016266 100813 None Code057 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 72415.18 72415.18 0.43 False None None False None False 31138.5274 0 3016267 100813 None Code058 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: m 405.82 405.82 622.0 False None None False None False 252420.04 0 3016268 100813 None Code059 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments Each 324.45 324.45 20.0 False None None False None False 6489.0 0 3016269 100813 None Code060 Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments Each 269.86 269.86 65.0 False None None False None False 17540.9 0 3016270 100813 None Code061 PLATFORM CONSTRUCTION : COMPOSITE ( Steel & Concrete),TOP DECK FILLING : M 20 CONCRETE,STRUCTURE DESIGN : HEAVY DUTY,TRAFFIC HANDLING CAPABILIY : 62 TRUCKS PER HOUR,ENTRY & EXIT SPEED : 15 Kmph,BRAKE JERK COMPENSATION : Via ROCKER COLUMN,OVER SLIP PROTECTION : 2- AXIS, LOW GAP , NON-CONTACT,BUFFER LIMITER. WELDING TECHNOLOGY USED : CARBON DIOXIDE WELDING,STEEL GRADE : IS 2062:2011:E350BR ( HIGH TENSILE),TENSILE STRENGTH : 490 Mpa No 649000.0 649000.0 1.0 False None None False None False 649000.0 0 3016271 100813 None Code062 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 to complete the work. Cum 484.1 484.1 17.26 False None None False None False 8355.566 0 3016272 100813 None Code063 Extra for excavating trenches for pipes, cables and similar works in all kinds of soil where excavation width is upto 600 mm for depth exceeding 3.0 m, but not exceeding 4.5 m. add 50 % extra (Rate is over corresponding basic item for depth upto 1.5 m). Cum 580.92 580.92 12.94 False None None False None False 7517.1048 0 3016273 100813 None Code064 Extra for excavating trenches for pipes, cables and similar works in all kinds of soil where excavation width is upto 600 mm for depth exceeding 3.0 m, but not exceeding 4.5 m. add 50 % extra (Rate is over corresponding basic item for depth upto 1.5 m). Cum 871.38 871.38 12.94 False None None False None False 11275.6572 0 3016274 100813 None Code065 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 40mm nominal size graded crushed coarse aggregates. Cum 5924.56 5924.56 3.05 False None None False None False 18069.908 0 3016275 100813 None Code066 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5584.66 5584.66 16.74 False None None False None False 93487.2084 0 3016276 100813 None Code067 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5584.66 5584.66 7.87 False None None False None False 43951.2742 0 3016277 100813 None Code068 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6103.78 6103.78 0.79 False None None False None False 4821.9862 0 3016278 100813 None Code069 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 6956.62 6956.62 10.45 False None None False None False 72696.679 0 3016279 100813 None Code070 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 749.76 749.76 19.73 False None None False None False 14792.7648 0 3016280 100813 None Code071 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). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6417.93 6417.93 0.42 False None None False None False 2695.5306 0 3016281 100813 None Code072 Providing and laying in position Reinforced cement concrete for RCC Shafts. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work ,Usage charges of machinery, curing nd all other appurtenances required to complete the and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 340 kgs (6.80 bags)). Cum 19178.6 19178.6 3.47 False None None False None False 66549.742 0 3016282 100813 None Code073 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately doTMT bars Fe 550 Tonne 72415.18 72415.18 0.47 False None None False None False 34035.1346 0 3016283 100813 None Code074 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. Cum 125.66 125.66 15.48 False None None False None False 1945.2168 0 3016284 100813 None Code075 Providing Mathi / Nandi wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, usage charges complete as per specifications Cum 76178.8 76178.8 0.38 False None None False None False 28947.944 0 3016285 100813 None Code076 Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) Sqm 4146.78 4146.78 1.52 False None None False None False 6303.1056 0 3016286 100813 None Code077 Providing and fixing in position Mathi/Nandi wood half panelled shutters at bottom and half glazed at top for window shutters with stiles and rails of 35mm thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 4466.08 4466.08 1.65 False None None False None False 7369.032 0 3016287 100813 None Code078 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 224.54 224.54 24.67 False None None False None False 5539.4018 0 3016288 100813 None Code079 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 290.46 290.46 23.15 False None None False None False 6724.149 0 3016289 100813 None Code080 Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. Sqm 206.0 206.0 1.04 False None None False None False 214.24 0 3016290 100813 None Code081 Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. Sqm 684.95 684.95 23.15 False None None False None False 15856.5925 0 3016291 100813 None Code082 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 67.98 67.98 13.18 False None None False None False 895.9764 0 3016292 100813 None Code083 White washing with lime to give an even shade :Old work (two coats) as per specifications and as per directions of Engineer in charge. Sqm 12.36 12.36 23.15 False None None False None False 286.134 0 3016293 100813 None Code084 KSRB 15.10.3 Providing white washing to ceiling and / or sloping roof surface in two coats with lime of approved quality, to give an even shade including cost of materials, labour, complete as per specifications. Sqm 13.39 13.39 23.15 False None None False None False 309.9785 0 3016294 100813 None Code085 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary m 54.59 54.59 40.0 False None None False None False 2183.6 0 3016295 100813 None Code086 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary m 82.4 82.4 20.0 False None None False None False 1648.0 0 3016296 100813 None Code087 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. m 63.86 63.86 20.0 False None None False None False 1277.2 0 3016297 100813 None Code088 Supplying and fixing PVC/metal conduit Deep junction box Each 52.53 52.53 10.0 False None None False None False 525.3 0 3016298 100813 None Code089 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. Each 1137.12 1137.12 2.0 False None None False None False 2274.24 0 3016299 100813 None Code090 Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete b) 12"x9"x3" (300x228x76mm) m 108.15 108.15 1.0 False None None False None False 108.15 0 3016300 100813 None Code091 c) 10inchx7inchx3inch (254x178x76mm) m 104.03 104.03 2.0 False None None False None False 208.06 0 3016301 100813 None Code092 e) 4inchx4inchx3inch (101x101x76mm) m 77.25 77.25 2.0 False None None False None False 154.5 0 3016302 100813 None Code093 f) 1 to 2 Way m 39.14 39.14 1.0 False None None False None False 39.14 0 3016303 100813 None Code094 g) 3 to 4 Way m 45.32 45.32 1.0 False None None False None False 45.32 0 3016304 100813 None Code095 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. I. Group A Materials a) 1 sqmm m 18.54 18.54 50.0 False None None False None False 927.0 0 3016305 100813 None Code096 c) 2.5 sqmm m 41.2 41.2 50.0 False None None False None False 2060.0 0 3016306 100813 None Code097 d) 4 sqmm m 60.77 60.77 50.0 False None None False None False 3038.5 0 3016307 100813 None Code098 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm 2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. I. Point wiring using class A Materials a) Short point upto 3Mtr from tapping point to out let via switch box Point 284.28 284.28 2.0 False None None False None False 568.56 0 3016308 100813 None Code099 b) Medium point above 3 Mtr upto 6 Mtr from tapping point to out let via switch box Point 397.58 397.58 1.0 False None None False None False 397.58 0 3016309 100813 None Code100 c) Long point above 6 Mtr upto 10 Mtr from tapping point to out let via switch box Point 584.01 584.01 4.0 False None None False None False 2336.04 0 3016310 100813 None Code101 Supplying 6A flush type socket and 6 A flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 Each 147.29 147.29 2.0 False None None False None False 294.58 0 3016311 100813 None Code102 Supplying and fixing of backlite D.P/Socket/switch with/without neon indicator over existing wood board or flush mounting in plastic plates/nitches. I. Using Group 'A' Material a) 32Amps Flush/projecte type DP switch Each 187.46 187.46 3.0 False None None False None False 562.38 0 3016312 100813 None Code103 c) 16Amps Flush type Univerals socket Each 166.86 166.86 1.0 False None None False None False 166.86 0 3016313 100813 None Code104 Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws Sqm 0.25 0.25 9000.0 False None None False None False 2250.0 0 3016314 100813 None Code105 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. Each 0.27 0.27 1.0 False None None False None False 0.27 0 3016315 100813 None Code106 Supplying patty type fluorescent tube light fitting of 4'-28 watts fluorescent tube fitting, made out of M. S. sheet and stove enameled with low loss open construction copper wound ferromagnetic ballast, starter, locking type brass contact holders mounted on double fold type sheet base fully wired for use on 230 volts AC supply including 1No 4'-28 Watts fluorescent tube. a) Group 'A' Each 1184.5 1184.5 2.0 False None None False None False 2369.0 0 3016316 100813 None Code107 Supplying, fixing, wiring, earth electrode for grounding conduits, I. C. cutouts and other equipments on the meter board using 40mm dia 2.90 thick GI pipe 2.5 mtr long buried in pit. The pit should be filled with equal proprotion of salt and charcoal 150 mm alround the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as oer ISI specification 7.3.3 of IS 732 using 12mm dai bolts, nuts, washers and checknuts etc., the pipe shall have 16 through holes of 122 mm dia Nos 3089.69 3089.69 2.0 False None None False None False 6179.38 0 3016317 100813 None Code108 Supplying and running of GI/Copper strips for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc.,. I. GI wire b) 10 SWG Nos 15.45 15.45 40.0 False None None False None False 618.0 0 3016318 100813 None Code109 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. Each 538.69 538.69 2.0 False None None False None False 1077.38 0 3016319 100813 None Code110 Supplying of LT UG cable having aluminum conductor, PVC insulated, sheathed, galvanized, steel wire or steel tape armored cable with PVC outer sheating 1.1KV class1 Class A PVC Cable of size 4 core 10squaremilimetre conforming to IS 1554 m 133.9 133.9 10.0 False None None False None False 1339.0 0 3016320 100813 None Code111 Digging of trench of 0.6m deep x0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete. (As per Civil SR KSRB I-2.3,2.11, P-5,6),In Soil (ordinary) m 78.28 78.28 10.0 False None None False None False 782.8 0 3016321 100813 None Code112 Labor charges for laying of 1.1 KV class UG cable when supplied agency in existing trench GI pipe or stoneware pipe or on wall or on pole as required, In existing trench or duct with size of 6 to 16 squaremilimetre m 12.24 12.24 10.0 False None None False None False 122.4 0 3016322 100813 None Code113 Supplying and fixing of class A medium duty GI pipe of wall thickness not less than 3.25mm on pole or wall or drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class 40mm m 345.05 345.05 10.0 False None None False None False 3450.5 0 3016323 100813 None Code114 Providing and laying in position 100mm dia stone ware pipe in existing trench (I-11.1.1,P-60) m 221.45 221.45 10.0 False None None False None False 2214.5 0 3016324 100813 None Code115 Supplying, fixing and wiring current opearted earth/residual current circuit breaker 240/450V with 6kA short circuit withstanding capacity upto 100-300mA sensitivity on existing wood/panel board. Each 3811.0 3811.0 2.0 False None None False None False 7622.0 0 3016325 100813 None Code116 Supplying and fixing one of 230 V Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote Each 1148.45 1148.45 2.0 False None None False None False 2296.9 0 3016326 100813 None Code117 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. Each 122.57 122.57 2.0 False None None False None False 245.14 0 3016327 100813 None Code118 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 166.86 166.86 2.0 False None None False None False 333.72 0 3016328 100813 None Code119 Fan Hook Each 87.55 87.55 2.0 False None None False None False 175.1 0 3016329 100813 None Code120 Rotary hopper; Providing supply and erection of Rotary hopper for feeder conveyor for swm waste of size length 4mtr and width 9 mtr at the top and 1mtr length and 1mtr width at the bottom and height of 4 mtr with 4 mm thick M S Sheet along with one coat primer and 2 coats of epoxy paint.To push the waste in to the feeder conveyor provide 1 hp geared motor along with suitable blades at the bottom of the hopper. Rate should quote including GST, Electrical cable all lead and lifts and erect the whole as per the direction of the site Engineer in charge.3HP Set 420000.0 420000.0 1.0 False None None False None False 420000.0 0 3016330 100813 None Code121 Receiving Conveyor(Feeder); providing supply and erection of feeder conveyor . Rate should quote including GST, Electrical cable all lead and lifts and erect the whole as per the direction of the site Engineer in charge.3HP Set 400000.0 400000.0 6.0 False None None False None False 2400000.0 0 3016331 100813 None Code122 50 TPD 100 mm screen Trommel ; Providing supply and erection of single deck trammol of capacity 10 t/h and Drum of 2 mtr and length 7mtr 100 mm perforated 10 mm thick M S Sheet and Trammel painted with 1 coat primer and 2 coats of epoxy Rate should quote including GST, Electrical cable all lead and lifts and erect the whole as per the direction of the site Engineer in charge.10HP Set 1234000.0 1234000.0 1.0 False None None False None False 1234000.0 0 3016332 100813 None Code123 Reject Conveyor; providing supply and erection of reject conveyor 8 Rate should quote including GST, Electrical cable all lead and lifts and erect the whole as per the direction of the site Engineer in charge.3HP Set 230000.0 230000.0 6.0 False None None False None False 1380000.0 0 3016333 100813 None Code124 20 TPD 35 mm screen Trommel ; Providing supply and erection of single deck trammol of capacity 10 t/h and Drum of 2 mtr and length 6mtr 35 mm perforated 10 mm thick M S Sheet and Trammel painted with 1 coat primer and 2 coats of epoxy Rate should quote including GST, Electrical cable all lead and lifts and erect the whole as per the direction of the site Engineer in charge.10HP Set 145000.0 145000.0 1.0 False None None False None False 145000.0 0 3016334 100813 None Code125 10TPD 4 mm screen Trommel ; Providing supply and erection of single deck trammol of capacity 6 t/h and Drum of 2 mtr and length 6mtr 35 mm perforated 10 mm thick M S Sheet and Trammel painted with 1 coat primer and 2 coats of epoxy Rate should quote including GST, Electrical cable all lead and lifts and erect the whole as per the direction of the site Engineer in charge.10HP Set 1000000.0 1000000.0 1.0 False None None False None False 1000000.0 0 3016335 100813 None Code126 Reject Conveyor Under Trommel; providing supply and erection of reject conveyor 8 Rate should quote including GST, Electrical cable all lead and lifts and erect the whole as per the direction of the site Engineer in charge.3HP Set 200000.0 200000.0 6.0 False None None False None False 1200000.0 0 3016336 100813 None Code127 Electrical Panel Board Set 600000.0 600000.0 1.0 False None None False None False 600000.0 0 3016337 100813 None Code128 Bailer, Type-Verical,Model - VB75,Capacity-2T/D,Mechanism-Vertical Stroke,Bailing Size-750X750mm,Hydraluic oil tank-60 litre capacity,Motor-3hp 3 phase. Set 440815.0 440815.0 2.0 False None None False None False 881630.0 0 3016338 100813 None Code129 Bio-reactor 1,90,000.00 2000 lit HDFE tank ,Air pump 240 w & tube set,White 20 liter Cans With accessories (LED light, Extension etc., used for the activation of beneficial microbes) Leachate collection pond for degassing and Permanent Shade for the installation of Bio-reactor with 3 phases electricity & storage for raw ingredients Client scope 1.0 HP effluent water pump 1no. For feeding the bio-reactor 2 Nos.Battery and UPS Setup 1 Nos.Miscellaneous works are Local Electric cabling, Panel boards Set 190000.0 190000.0 1.0 False None None False None False 190000.0 0 3016339 100813 None Code130 Supply, Erection, Commissioning and Testing of specially Imported and Designed special type Fountains 1.5 HP which is mounted on the float assembly, for beautification of the lake , including cost towards cable, panel board,Lighting, cement blocks, ropes, party to arrange boat ,other arrangements etc complete. No 400000.0 400000.0 2.0 False None None False None False 800000.0 0 3016340 100813 None Code131 Supplying preparation and spraying of JMS enzymes which contians baclillus spp. And phototropic and phototropic bacteria which produces enzymes like lipase, amylase protase , lipase and photosynthetic bacteria. Solution prepared at site. Ltr 27.0 27.0 45000.0 False None None False None False 1215000.0 0 3016341 100813 None Code132 Exacavation in all sorts of soil for laying pipes upto 1OOmm dia including forming bottom surface to required level, refilling seleted excavated earth around the pipe in layers of 150mm thick, watering consolidating and disposing off the surplus earath within the stie or as directed by the site engineer etc. complete Depth upto 1.Om including cost of materials, labour, usage charges of machinery complete as per specifications Cum 225.57 225.57 20.6 False None None False None False 4646.742 0 3016342 100813 None Code133 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, 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.Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6103.78 6103.78 1.12 False None None False None False 6836.2336 0 3016343 100813 None Code134 Fabricating, supplying and erection of ... ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for ....... m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom ..... mm , top ... mm with 3 mm thick, suitable base plate and 4Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended. No 19161.09 19161.09 33.0 False None None False None False 632315.97 0 3016344 100813 None Code135 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70 percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT grater than 5500K, IP66 optical and electrical compartment and impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection Min 5KV along with Over voltage or Overload, short circuit or miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50or60Hz application. Compliance to IS 10322 or IEC 60598,LM 79 and LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency grater than 1301m/w, nominal CRI grater than 75.Luminairmanufacturer 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 No 13834.96 13834.96 33.0 False None None False None False 456553.68 0 3016345 100813 None Code136 Supplying and Fixing........mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires. Each 1348.27 1348.27 33.0 False None None False None False 44492.91 0 3016346 100813 None Code137 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS-694:2010 m 51.5 51.5 198.0 False None None False None False 10197.0 0 3016347 100813 None Code138 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 V as per IS-694:2010. m 116.39 116.39 600.0 False None None False None False 69834.0 0 3016348 100813 None Code139 11 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975 Km 1421659.56 1421659.56 0.5 False None None False None False 710829.78 0 3016349 100813 None Code140 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part[1]1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975,120 Sqmm, 3.5 Core, (23 GI Strips - 4 x 0.8 mm) Km 632811.0 632811.0 0.5 False None None False None False 316405.5 0 3016350 100813 None Code141 Supplying and fixing of solar Lux level street light control switch single phase including suitable capacity contactor Each 9344.16 9344.16 2.0 False None None False None False 18688.32 0 3016351 100813 None Code142 Supplying and fixing of solar Lux level street light control switch three phase including suitable capacity contactor Each 11124.0 11124.0 1.0 False None None False None False 11124.0 0 3016352 100813 None Code143 Distribution Transformer - 3 Phase, 11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1): 2014 Each 224340.18 224340.18 1.0 False None None False None False 224340.18 0 3016353 100813 None Code144 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977,For 25/63/100 kVA 4/5 Star Rated Transformer on PSCC Pole - 9 Mtr Long, 300 Kg WL - GI Set 25941.58 25941.58 1.0 False None None False None False 25941.58 0 3016354 100813 None Code145 Lightning Arrester as per IEC-60099-4,9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR Set 1004.25 1004.25 1.0 False None None False None False 1004.25 0 3016355 100813 None Code146 GOS as per IS-9921, IS-1977,11 kV, 400 Amps Double Break GOS Set 21143.84 21143.84 1.0 False None None False None False 21143.84 0 3016356 100813 None Code147 LT Distribution Box as per IS-13947 Part-1&2,LT Distribution Box for 100 kVA DTC with MCCB's (Sheet Metal), Set 23493.27 23493.27 1.0 False None None False None False 23493.27 0 3016357 100813 None Code148 Sheet Metal/Deep Drawn LT Metering box with wiring arrangement for Modem and DLMS meter without CTs Unit 3773.92 3773.92 1.0 False None None False None False 3773.92 0 3016358 100813 None Code149 HG Fuse Unit as per IS-5350 Part-2,11 kV, HG Fuse Unit with Solid Core Insulator Set 1062.96 1062.96 1.0 False None None False None False 1062.96 0 3016359 100813 None Code150 Total amount requried by the machineries for operating it for one year. Days 8.42 8.42 68985.0 False None None False None False 580853.7 0 3016360 100813 None Code151 Sinking oi Borewell of I 65mm dia clear using supq fast hydraulic tig of capacity 300 PSIG & above 100 CMF & above in all stmta including over burdem upto 20 m. Fixing ofcasing pipes. collars and cap with ne.essary cutting, thrcading and welding including t-drsportation of rig and suppodng vehicle, crew charyes ard cosl of consumables etc., complete including leld testing at the fin.l deplh rrith a minimum working ofcompEssot for one hour (Excluding cost ofcasing pipes, colhrs, cap etc.. cornplete ) 0 to 50 Mtrs m 347.0 347.0 50.0 False None None False None False 17350.0 0 3016361 100813 None Code152 50 to 100 Mtrs m 442.0 442.0 50.0 False None None False None False 22100.0 0 3016362 100813 None Code153 100 to 150 Mtrs m 456.0 456.0 50.0 False None None False None False 22800.0 0 3016363 100813 None Code154 150 to 200 Mtrs m 536.0 536.0 50.0 False None None False None False 26800.0 0 3016364 100813 None Code155 0 to 50 Mtrs m 347.0 347.0 50.0 False None None False None False 17350.0 0 3016365 100813 None Code156 50 to 100 Mtrs m 442.0 442.0 50.0 False None None False None False 22100.0 0 3016366 100813 None Code157 100 to 150 Mtrs m 456.0 456.0 50.0 False None None False None False 22800.0 0 3016367 100813 None Code158 150 to 200 Mtrs m 536.0 536.0 50.0 False None None False None False 26800.0 0 3016368 100813 None Code159 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. m 1933.0 1933.0 150.0 False None None False None False 289950.0 0 3016369 100813 None Code160 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments No 150.0 150.0 25.0 False None None False None False 3750.0 0 3016370 100813 None Code161 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge No 164.0 164.0 1.0 False None None False None False 164.0 0 3016371 100813 None Code162 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. Designed 10 HP Head 430m Discharge 0.658 LPS 10.00 HP - 90 LPM @ 220 m = 20 STG Outlet Dia - 2.00” No 55860.0 55860.0 1.0 False None None False None False 55860.0 0 3016372 100813 None Code163 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. Rmtr 290.0 290.0 300.0 False None None False None False 87000.0 0 3016373 100813 None Code164 Supply and delivery at site of brand new best make pressure gauge bourdontype as per IS 778/1984 with ISI Mark and as per its latest amendments. Nos 575.0 575.0 1.0 False None None False None False 575.0 0 3016374 100813 None Code165 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Nos 1750.0 1750.0 1.0 False None None False None False 1750.0 0 3016375 100813 None Code166 Supply and delivery at site of brand new best make non-return valve asper IS 778/1984 with ISI Mark and as per its latest amendments Nos 1275.0 1275.0 1.0 False None None False None False 1275.0 0 3016376 100813 None Code167 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 Outdoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter Set 16500.0 16500.0 1.0 False None None False None False 16500.0 0 3016377 100813 None Code168 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Kvar 550.0 550.0 4.0 False None None False None False 2200.0 0 3016378 100813 None Code169 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. Each 1250.0 1250.0 1.0 False None None False None False 1250.0 0 3016379 100813 None Code170 Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments Each 3050.0 3050.0 25.0 False None None False None False 76250.0 0 3016380 100813 None Code171 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Job 6150.0 6150.0 1.0 False None None False None False 6150.0 0 3016381 100813 None Code172 Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. Job 1250.0 1250.0 1.0 False None None False None False 1250.0 0 3016382 100813 None Code173 Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. m 195.0 195.0 25.0 False None None False None False 4875.0 0 3016383 100813 None Code174 Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. m 135.0 135.0 20.0 False None None False None False 2700.0 0 3016384 100813 None Code175 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. m 80.0 80.0 20.0 False None None False None False 1600.0 0 3016385 100813 None Code176 Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. Each 650.0 650.0 1.0 False None None False None False 650.0 0 3016386 100813 None Code177 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Job 3750.0 3750.0 1.0 False None None False None False 3750.0 0 3016387 100813 None Code178 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 186.0 186.0 1.62 False None None False None False 301.32 0 3016388 100813 None Code179 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Cum 4976.0 4976.0 0.49 False None None False None False 2438.24 0 3016389 100813 None Code180 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). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6231.0 6231.0 2.15 False None None False None False 13396.65 0 3016390 100813 None Code181 RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm Each 16401.0 16401.0 1.0 False None None False None False 16401.0 0 3016391 100813 None Code182 Erection and positioning of RCC Hume pipe pump house/Cisternon size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. Each 1882.0 1882.0 1.0 False None None False None False 1882.0 0 3016392 100813 None Code183 Man Requirment Plant Supervisor No 576.22 576.22 360.0 False None None False None False 207439.2 0 3016393 100813 None Code184 Manager/Persona Officer No 656.82 656.82 360.0 False None None False None False 236455.2 0 3016394 100813 None Code185 Mazdoor heavy Officer No 523.42 523.42 1800.0 False None None False None False 942156.0 0 3016395 100813 None Code186 Sweeper No 523.42 523.42 360.0 False None None False None False 188431.2 0 3016396 100813 None Code187 Machine operator No 552.42 552.42 360.0 False None None False None False 198871.2 0 3016397 100813 None Code188 Scavenger No 523.42 523.42 720.0 False None None False None False 376862.4 0 3016398 100813 None Code189 Mechanic Class I No 552.42 552.42 360.0 False None None False None False 198871.2 0 3016399 100813 None Code190 Electric Operation No 552.42 552.42 360.0 False None None False None False 198871.2 0 3016400 100813 None Code191 Watchman/Security guard No 564.02 564.02 720.0 False None None False None False 406094.4 0 3016401 100813 None Code192 Bio Culture Ltr 30.66 30.66 4380.0 False None None False None False 134290.8 0 3016402 100813 None Code193 Odur Control Ltr 17.01 17.01 4380.0 False None None False None False 74503.8 0 3016403 100813 None Code194 Leachate treatment and Management LS 20000.0 20000.0 3.0 False None None False None False 60000.0 0 3016404 100813 None Code195 Packing LS 5000.0 5000.0 5.0 False None None False None False 25000.0 0 3016405 100813 None Code196 Lab analysis LS 10000.0 10000.0 5.0 False None None False None False 50000.0 0 3016406 100813 None Code197 JCB 3DX efficient Backhoe Loader from JCB Ecoxpert Range star with optimized fuel efficiency whilst retaining performance SPECIFICATIONS Maximum Dig Depth 4.77m Maximum Engine Power 36 kW Maximum Lift Capacity: 1490 kg No 3500000.0 3500000.0 1.0 False None None False None False 3500000.0 0 3016407 100813 None Code198 Tractor trailer No 800000.0 800000.0 1.0 False None None False None False 800000.0 0 3016408 100813 None Code199 CASE skid roller No 3200000.0 3200000.0 1.0 False None None False None False 3200000.0 0 3016409 100813 None Code200 Iron Bins for storage No 60000.0 60000.0 1.0 False None None False None False 60000.0 0 3016410 100813 None Code201 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE100 PN10.0 : m 1288.53 1288.53 1000.0 False None None False None False 1288530.0 0 3016411 100813 None Code202 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. Each 77412.74 77412.74 1.0 False None None False None False 77412.74 0 3016412 100813 None Code203 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. Rmtr 298.7 298.7 50.0 False None None False None False 14935.0 0 3016413 100813 None Code204 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments. Each 669.5 669.5 1.0 False None None False None False 669.5 0 3016414 100813 None Code205 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Each 1802.5 1802.5 1.0 False None None False None False 1802.5 0 3016415 100813 None Code206 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Each 1792.2 1792.2 1.0 False None None False None False 1792.2 0 3016416 100813 None Code207 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 Outdoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter Each 16995.0 16995.0 1.0 False None None False None False 16995.0 0 3016417 100813 None Code208 Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two rings and a coupler of suitable size,including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) Each 384.0 384.0 168.0 False None None False None False 64512.0 0 3016418 100813 None Code209 200MM Bend Each 610.0 610.0 20.0 False None None False None False 12200.0 0 3016419 100813 None Code210 200MM TEE Each 1277.0 1277.0 10.0 False None None False None False 12770.0 0 3016420 100813 None Code211 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Job 6150.0 6150.0 1.0 False None None False None False 6150.0 0 3016421 100813 None Code212 Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. Job 1250.0 1250.0 1.0 False None None False None False 1250.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710251914000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710251914000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710251914000 1 None None ELIGIBILITY Percentage (plus or minus) shall be quoted by the Tenderer for the said work. None 1710252110000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1710252124000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty-first day of march of Succeeding year (both days inclusive None 1710252139000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all tenders without assigning any reason None 1710252157000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal None 1710252168000 0 None None ELIGIBILITY All items in the tender are including all lead and lifts, loading &unloading charges etc complete.,and as directed by the Engineer in charge of work. None 1710252195000 0 None None ELIGIBILITY Royalty charges will be deducted in every bill of contract as per rules None 1710252209000 0 None None ELIGIBILITY The tenderers are requested to abide instructions conditions contained in the Bid Documents and further orders thereon None 1710252232000 0 None None ELIGIBILITY The percentage quoted should be include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour,hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer-in charge of work None 1710252249000 0 None None ELIGIBILITY During the time of technical evaluation, if the employer finds that any certification/ information furnished is false, such bidders will be disqualified and barred from participation in the bid. None 1710252268000 0 None None ELIGIBILITY The amount put to tender is Exclusive of GST and the tenderer should quoteWithout GST. However, GST will be paid at Prevailing rate during billing. The increase in GST shall not be paid in extended period of contract for which reasons for delay are attributable to the contractor as determined by the authority while granting the extension of time 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 in its name should have in the last five years i.e., 2019-20, 2020-21 2021-22 2022-23 and 2023-24 Achieved in at least two financial years a Minimum financial turnover(in all classes of civil engineering construction works only) of Rs 3092.26 Lakhs usually not less than 2 times the estimated annual payments under this contract) Calculated as per Govt circular PWD.60.CRM.2021 Dated.08/11/2021) and updated to the financial year in which the tenders are invited. Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the Financial year in which the tenders are invited.Audited profit and loss statement certified by a practicing Chartered Accountant with UDIN number shall be submitted along with copies of IT returns filed for the two years indicated above shall be furnished. Charted Accountants certificate without UDIN Number will not be considered Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work of value not less than Rs 773.10 Lakhs(Usually not less than 50% of the estimated value of the Contract) during last 5 years reckoned back from 2023-24. The cost will be updated to the present value by giving weightage of 10% each year, if the work is completed prior to the year 2023-24 The certificate should be obtained from the officer not below the rank of Executive Engineer of the concerned Division / Equivalent officer and countersigned by the Superintending Engineer of the concerned Circle / next higher officer.Note:1 Similar work means Construction of Solid Waste Treatment Plant(SWM)/ Construction of building work 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, for the following minimum quantities of work(Usually 80)% of the peak annual rate of construction) The certificate should be obtained from the officer not below the rank of Executive Engineer of the concerned Division / Equivalent officer and countersigned by the Superintending Engineer of the concerned Circle / next higher officer.1)Earthwork Excavation / Embankment-12,855.00 Cum2)PCC/RCC-4288.00 Cum3)Solid concrete blocks/ BBM-1690.00 Sqm4)Structural Steel /TMT-92.00 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None A copy of the valid Karnataka PWD Class-1 Registration Certificate Others A copy of the valid Karnataka PWD Class-1 Registration Certificate createdTs version createdDate modifiedDate documentName None None None None Others -- A copy of the valid Karnataka PWD Class-1 Registration Certificate None None None None Copy of Valid Employees Provident Fund Registration Certificate Others Copy of Valid Employees Provident Fund Registration Certificate createdTs version createdDate modifiedDate documentName None None None None Valid EPF Certificate None None None None Copy of Valid GST Registration Certificate Others Copy of Valid GST Registration Certificate createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None liquid assets and/or availability of credit facilities of not less than Rs 421.70 Lakhs )usually equivalent to the estimated cash flow for 3 months in the peak construction period ) (Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. and the line of letter credits letter issued by the Bank shall be got confirmed by the issuing banks, other wise, the bids may be disqualified Others Line of credit createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers certificate 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 calculatedAssessed available tender capacity (AxNx1.5-B) Others Bid capacity createdTs version createdDate modifiedDate documentName None None None None Others -- self attested calculation sheet None None None None MACHINARIES AS PER dts Others MACHINARIES AS PER dts createdTs version createdDate modifiedDate documentName None None None None Others -- MACHINARIES AS PER dts
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid A copy of the valid Karnataka PWD Class-1 Registration Certificate. True Technical Bid Work done certificate True Technical Bid EPF Registration Certificate True Technical Bid GST Registration Certificate True Technical Bid line of credit True Technical Bid Bidcapacity True Technical Bid MACHINARIES AS PER dts True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1721114364000 version 0 createdDate None modifiedDate None blockNumber EXECUTIVE ENGINEER DN-2 BTDA BAGALKOT street None city BAGALKOT state Karnataka pin 587103
tenderRecallDTO	None