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noticeInvitingTenderDTO	createdTs 1709303746615 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 491000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 11-03-2024 17:00:00 tenderQueryClose 07-03-2024 17:00:00 technicalBidOpen 13-03-2024 10:30:00 publishedDate 02-03-2024 19:25:08 publishedByPost DUDC_EE2_BGV publishedByUser KPE12049 - PADMAKANT J SHENDURE bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 04-03-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson PJ Shendure Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 9739734811 mobileNumber 9739734811 tenderSupplierList None
tenderSchedule	createdTs 1709303746648 version 4 createdDate None modifiedDate None tenderNumber DMA/2023-24/BD/WORK_INDENT16117 title Construction of Mutton Markert, Fish Market, Anganwadi, Food Complex and Toilet Works in CMC NIPPANI limits under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project (24.10, 7.25, 5 Percent & Other Grant) description Construction of Mutton Markert, Fish Market, Anganwadi, Food Complex and Toilet Works in CMC NIPPANI limits under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project (24.10, 7.25, 5 Percent & Other Grant) category WORKS categoryText Works ecv 32763000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2213 locationName DMA District Urban Development Cell Belagavi provisionalAmount 32763000.0 groupOverheadTotal 5534290.13 fileNumber BGM/DUDC/5/CR/25/2021-22/20
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709303747000 0 None None Buildings Construction of Mutton Markert, Fish Market, Anganwadi, Food Complex and Toilet Works in CMC NIPPANI limits under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project. 27228709.87 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2876975 93971 None I No.1 Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and upto depth not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and 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 and other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Sqm 68.25 68.25 572.0 False None None False None False 39039.0 0 2876976 93971 None I No.2 Earth work excavation for Foundation by mechanical means for all works and 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 and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of abour tools usage of machinery and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 76.65 76.65 206.43 False None None False None False 15822.8595 0 2876977 93971 None I No.3 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 285.6 285.6 178.15 False None None False None False 50879.64 0 2876978 93971 None I No.4 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment creating continuous chemical barrier under and around the column pits walls trenches basement excavation top surface of the plinth filling junction of wall and floor along the external periMtr of building expansion joints over the top surface of consolidated earth on which apron is to be laid surrounding of pipes and conduits with Chlorpyriphos 20Percentage E.C. or Lindane 20Percentage E.C. at 3.19 lorm2 including cost of chemical diluting in water to one percent concentration labour usage charges of machinery complete as per specifications. Sqm 99.75 99.75 454.7 False None None False None False 45356.325 0 2876979 93971 None I No.5 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and lifts cost ofall 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 and formwork shall be paid separately Cum 5831.7 5831.7 71.63 False None None False None False 417724.671 0 2876980 93971 None I No.6 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Footing Including 8Percentage for Centering Cum 6767.71 6767.71 41.26 False None None False None False 279235.7146 0 2876981 93971 None I No.7 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 10652.88 10652.88 6.52 False None None False None False 69456.7776 0 2876982 93971 None I No.8 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for GBorPB Including 20Percentage for Centering Cum 7519.68 7519.68 15.9 False None None False None False 119562.912 0 2876983 93971 None I No.9 Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The graniteor traporbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement dowel bars and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 11034.87 11034.87 13.66 False None None False None False 150736.3242 0 2876984 93971 None I No.10 Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The graniteor traporbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement dowel bars and formwork to be paid separately M25 Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for lintel Including 20Percentage for Centering Cum 7789.32 7789.32 10.06 False None None False None False 78360.5592 0 2876985 93971 None I No.11 Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The graniteor traporbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement dowel bars and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for SlaborStaircase Including 50Percentage for Centering Cum 9736.65 9736.65 60.18 False None None False None False 585951.597 0 2876986 93971 None I No.12 Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The graniteor traporbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement dowel bars and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Roof beams Including 20Percentage for Centering Cum 7789.32 7789.32 31.75 False None None False None False 247310.91 0 2876987 93971 None I No.13 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1 6 1 cement 6 coarse sand Cum 4987.5 4987.5 135.0 False None None False None False 673312.5 0 2876988 93971 None I No.14 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. Cum 214.2 214.2 324.46 False None None False None False 69499.332 0 2876989 93971 None I No.15 Construction of Embankment by excavating the available approved Gravelor 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 usageand all other appurtenaces required to complete the work. Cum 422.1 422.1 277.34 False None None False None False 117065.214 0 2876990 93971 None I No.16 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction ofengineer incharge of work. Cum 7024.5 7024.5 99.13 False None None False None False 696338.685 0 2876991 93971 None I No.17 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 Kg 87.15 87.15 15687.8 False None None False None False 1367191.77 0 2876992 93971 None I No.18 Providing and laying Polished Granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm average thick base of cement mortar 1 4 1 cement 4 coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing curing and polishing etc. all complete as specified and as directed by the Engineer in Charge.** Polished Granite stone slab Black Cherry Red Brown Cat Eye River Pink or equivalent. Sqm 3013.5 3013.5 163.37 False None None False None False 492315.495 0 2876993 93971 None I No.19 Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer with water absorption less than 0.08 Percentage and conforming to I.S. 15622 of approved make in all colours and shade over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand jointing with grey cement slurry at 3.3 kgor m2 including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 600x600 mm Sqm 1157.1 1157.1 297.03 False None None False None False 343693.413 0 2876994 93971 None I No.20 Providing and fixing stainless steel Grade 304 railing made of Hollow tubes channels plates etc. including welding grinding buffing polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete iorc fixing the railing with necessary accessories and stainless steel dash fasteners stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts bolts fasteners etc. including cost of materials labour usage chargesof machinery complete as per specifications and as per directions of the Engineer in Charge. Kg 525.0 525.0 1175.29 False None None False None False 617027.25 0 2876995 93971 None I No.21 Providing 20 mm cement plaster of mix 1 6 1 cement 6 fine sand to brickorstone 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 289.8 289.8 63.59 False None None False None False 18428.382 0 2876996 93971 None I No.22 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 223.65 223.65 698.88 False None None False None False 156304.512 0 2876997 93971 None I No.23 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge Sqm 87.15 87.15 698.88 False None None False None False 60907.392 0 2876998 93971 None I No.24 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 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 perspecifications and as per directions of Engineer in charge. Sqm 322.35 322.35 764.0 False None None False None False 246275.4 0 2876999 93971 None I No.25 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and asper directions of Engineer in charge Sqm 99.75 99.75 698.88 False None None False None False 69713.28 0 2877000 93971 None I No.26 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltror10 m Sqm 142.8 142.8 764.0 False None None False None False 109099.2 0 2877001 93971 None I No.27 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 454.7 False None None False None False 355689.075 0 2877002 93971 None I No.28 Supplying and fixing rolling shutters of approved make made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. Sqm 2635.5 2635.5 79.52 False None None False None False 209574.96 0 2877003 93971 None I No.29 Top cover for rolling shutters 1.25 mm thick Mtr 840.0 840.0 33.13 False None None False None False 27829.2 0 2877004 93971 None I No.30 Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The graniteor traporbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement dowel bars and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 11034.87 11034.87 4.564 False None None False None False 50363.14668 0 2877005 93971 None I No.31 Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The graniteor traporbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement dowel bars and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for lintel Including 20Percentage for Centering Cum 7789.32 7789.32 0.558 False None None False None False 4346.44056 0 2877006 93971 None I No.32 Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The graniteor traporbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement dowel bars and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for SlaborStaircase Including 50Percentage for Centering Cum 9736.65 9736.65 1.393 False None None False None False 13563.15345 0 2877007 93971 None I No.33 Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The graniteor traporbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement dowel bars and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Roof beams Including 20Percentage for Centering Cum 7789.32 7789.32 1.531 False None None False None False 11925.44892 0 2877008 93971 None I No.34 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction ofengineer incharge of work. Cum 7024.5 7024.5 27.83 False None None False None False 195491.835 0 2877009 93971 None I No.35 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 Kg 87.15 87.15 1391.39 False None None False None False 121259.6385 0 2877010 93971 None I No.36 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 223.65 223.65 44.33 False None None False None False 9914.4045 0 2877011 93971 None I No.37 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 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 perspecifications and as per directions of Engineer in charge. Sqm 322.35 322.35 215.43 False None None False None False 69443.8605 0 2877012 93971 None I No.38 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and asper directions of Engineer in charge Sqm 99.75 99.75 44.33 False None None False None False 4421.9175 0 2877013 93971 None I No.39 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltror10 m over and including priming coat of exterior primer applied at 2.20 kgor10 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 142.8 142.8 215.43 False None None False None False 30763.404 0 2877014 93971 None I No.40 Providing MathiorNandi wood frames of doors windows clerestory windows ventilators and other frames wrought framed or assembled including making plaster groves excluding cost of cement concrete and side clamps but including cost of materials labour usage charges complete as per pecifications. Cum 79111.2 79111.2 0.05 False None None False None False 3955.56 0 2877015 93971 None I No.41 Providing and fixing flush door shutter made out of solid core block board type well seasoned chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per spcification. do 30 mm thick both side commercial Sqm 2769.9 2769.9 2.19 False None None False None False 6066.081 0 2877016 93971 None I No.42 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1 3 6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials labour charges complete as per specifications No 1555.05 1555.05 1.0 False None None False None False 1555.05 0 2877017 93971 None I No.43 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90 ltror10 m over an under coat of primer applied at0.75 ltror10 m of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil grease dirt and foreign matter sand papering and knotting cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 110.25 110.25 5.7 False None None False None False 628.425 0 2877018 93971 None I No.44 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm heavy type Set 201.0 201.0 3.0 False None None False None False 603.0 0 2877019 93971 None I No.45 Aluminium round shape handle powder coated outer dia 100 mm No 60.0 60.0 2.0 False None None False None False 120.0 0 2877020 93971 None I No.46 Stainless steel screws 25 mm x4 mm No 42.0 42.0 100.0 False None None False None False 4200.0 0 2877021 93971 None I No.47 Aluminum tower bolts No 58.0 58.0 2.0 False None None False None False 116.0 0 2877022 93971 None I No.48 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge. PN 16 Pipe SDR 7.4 40 mm OD Mtr 484.05 484.05 50.0 False None None False None False 24202.5 0 2877023 93971 None I No.49 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 75mm dia. 6 kgorsqcm and class 3 Mtr 220.5 220.5 50.0 False None None False None False 11025.0 0 2877024 93971 None I No.50 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 110mm dia. 6 kgorsqcm and class 3 Mtr 413.7 413.7 50.0 False None None False None False 20685.0 0 2877025 93971 None I No.51 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm No 1122.45 1122.45 3.0 False None None False None False 3367.35 0 2877026 93971 None I No.52 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 16 mm OD Mtr 254.26 254.26 50.0 False None None False None False 12713.0 0 2877027 93971 None I No.53 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 20 mm OD Mtr 189.0 189.0 50.0 False None None False None False 9450.0 0 2877028 93971 None I No.54 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 25 mm OD Mtr 238.35 238.35 50.0 False None None False None False 11917.5 0 2877029 93971 None I No.55 Gunmetal non return valve vertical screwed end 25 mm dia No 420.0 420.0 5.0 False None None False None False 2100.0 0 2877030 93971 None I No.56 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kgorm3 and minimum compressive strength of 4.00 Normm2 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 1262.1 1262.1 0.9 False None None False None False 1135.89 0 2877031 93971 None I No.57 Providing 15 mm cement plaster with cement mortar 1 3 1 cement 3 coarse sand finished with a floating coat of neat cement on the rough side of single or half brick wall 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 326.55 326.55 0.9 False None None False None False 293.895 0 2877032 93971 None I No.58 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 12.93 False None None False None False 2525.229 0 2877033 93971 None I No.59 Refilling available earth around trenchesorpipelines 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 128.1 128.1 12.93 False None None False None False 1656.333 0 2877034 93971 None I No.60 Supplying lowering laying jointing testing and commissioning of Glazed Stone Ware Pipes of following dia conforming to IS 651 1992 IS 4127 with latest amendments including conveying to work site caulking with hemp dipped in tar and jointing with CM 1 1.5 using OPC perfect linking and curing for 10 days and testing with wateretc. with all lead lifts and as per Technical Specifications. The cost to include the cost of all jointing materials necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes Mtr 489.3 489.3 5.0 False None None False None False 2446.5 0 2877035 93971 None I No.61 Providing and fixing C.P. brass long Noe bib cock of approved quality conforming to IS standards and weighing not less than 810 g. No 674.0 674.0 4.0 False None None False None False 2696.0 0 2877036 93971 None I No.62 Providing and fixing wash basin with C.I. brackets 15 mm dia CP Brass single hole basin mixer of approved quality and make including painting of fittings and brackets cutting and making good the walls wherever required using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer No 3599.0 3599.0 6.0 False None None False None False 21594.0 0 2877037 93971 None I No.63 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and leveling the ground for all works other than foundation and depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage and other appurtenances required to complete the work. Sqm 73.5 73.5 150.0 False None None False None False 11025.0 0 2877038 93971 None I No.64 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work Cum 195.3 195.3 33.97 False None None False None False 6634.341 0 2877039 93971 None I No.65 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 50.44 False None None False None False 12128.298 0 2877040 93971 None I No.66 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment creating continuous chemical barrier under and around the column pits walls trenches basement excavation top surface of the plinth filling junction of wall and floor along the external periMtr of building expansion joints over the top surface of consolidated earth on which apron is to be laid surrounding of pipes and conduits with Chlorpyriphos 20Percentage E.C. or Lindane 20Percentage E.C. at 3.19 lorm2 including cost of chemical diluting in water to one percent concentration labour usage charges of machinery complete as per specifications. Sqm 99.75 99.75 109.93 False None None False None False 10965.5175 0 2877041 93971 None I No.67 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 23.43 False None None False None False 136636.731 0 2877042 93971 None I No.68 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Footing Including 8Percentage for Centering Cum 6767.71 6767.71 6.62 False None None False None False 44802.2402 0 2877043 93971 None I No.69 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 10652.88 10652.88 1.06 False None None False None False 11292.0528 0 2877044 93971 None I No.70 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for GBorPB Including 60Percentage for Centering Cum 10026.24 10026.24 5.49 False None None False None False 55044.0576 0 2877045 93971 None I No.71 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 11034.87 11034.87 2.76 False None None False None False 30456.2412 0 2877046 93971 None I No.72 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for lintel Including 60Percentage for Centering Cum 10385.76 10385.76 2.21 False None None False None False 22952.5296 0 2877047 93971 None I No.73 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1 6 1 cement 6 coarse sand Cum 4987.5 4987.5 61.56 False None None False None False 307030.5 0 2877048 93971 None I No.74 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. Cum 214.2 214.2 74.465 False None None False None False 15950.403 0 2877049 93971 None I No.75 Construction of Embankment by excavating the available approved Gravelor 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 usageand all other appurtenaces required to complete the work. Cum 422.1 422.1 49.478 False None None False None False 20884.6638 0 2877050 93971 None I No.76 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of Cum 7024.5 7024.5 38.35 False None None False None False 269389.575 0 2877051 93971 None I No.77 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1 3 1 cement 3 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Sqm 938.7 938.7 40.44 False None None False None False 37961.028 0 2877052 93971 None I No.78 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 Kg 87.15 87.15 2001.25 False None None False None False 174408.9375 0 2877053 93971 None I No.79 Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer with water absorption less than 0.08 Percentage and conforming to I.S. 15622 of approved make in all colours and shade over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand jointing with grey cement slurry at 3.3 kgor m2 including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 600x600 mm Sqm 1157.1 1157.1 90.21 False None None False None False 104381.991 0 2877054 93971 None I No.80 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS 15622 thickness to be specified by the manufacturer of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer in Charge in skirting risers of steps and dados over 12 mm thick bed of cement Mortar 1 3 1 cement 3 coarse sand and jointing with grey cement slurry at 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 420.0 420.0 13.2 False None None False None False 5544.0 0 2877055 93971 None I No.81 Providing skirting dadooing rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1 3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials labour complete as per specifications. Sqm 1088.85 1088.85 13.44 False None None False None False 14634.144 0 2877056 93971 None I No.82 Providing 20 mm cement plaster of mix 1 6 1 cement 6 fine sand to brickorstone 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 289.8 289.8 19.9 False None None False None False 5767.02 0 2877057 93971 None I No.83 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 223.65 223.65 328.04 False None None False None False 73366.146 0 2877058 93971 None I No.84 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge Sqm 87.15 87.15 328.04 False None None False None False 28588.686 0 2877059 93971 None I No.85 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 fine sand to brick masonry including rounding off corners wherever required smooth Sqm 322.35 322.35 96.72 False None None False None False 31177.692 0 2877060 93971 None I No.86 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge Sqm 99.75 99.75 328.04 False None None False None False 32721.99 0 2877061 93971 None I No.87 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltror10 mover and including priming coat of exterior primer applied at 2.20 kgor10 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 142.8 142.8 116.62 False None None False None False 16653.336 0 2877062 93971 None I No.88 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 13.2 False None None False None False 10325.7 0 2877063 93971 None I No.89 Providing MathiorNandi wood frames of doors windows clerestory windows ventilators and other frames wrought framed or assembled including making plaster groves excluding cost of cement concrete and side clamps but including cost of materials labour usage charges complete as per pecifications. Cum 79111.2 79111.2 0.38 False None None False None False 30062.256 0 2877064 93971 None I No.90 Providing and fixing flush door shutter made out of solid core block board type well seasoned chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per spcification. do 30 mm thick both side commercial No 2769.9 2769.9 15.12 False None None False None False 41880.888 0 2877065 93971 None I No.91 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1 3 6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials labour charges complete as per specifications No 1559.25 1559.25 8.0 False None None False None False 12474.0 0 2877066 93971 None I No.92 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm heavy type No 201.0 201.0 24.0 False None None False None False 4824.0 0 2877067 93971 None I No.93 Aluminium round shape handle powder coated outer dia 100 mm No 60.0 60.0 16.0 False None None False None False 960.0 0 2877068 93971 None I No.94 Stainless steel screws 25 mm x4 mm No 42.0 42.0 200.0 False None None False None False 8400.0 0 2877069 93971 None I No.95 Aluminum tower bolts No 58.0 58.0 116.0 False None None False None False 6728.0 0 2877070 93971 None I No.96 Supplying and fixing rolling shutters of approved make made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. Sqm 2635.5 2635.5 36.0 False None None False None False 94878.0 0 2877071 93971 None I No.97 Top cover for rolling shutters 1.25 mm thick m 840.0 840.0 13.2 False None None False None False 11088.0 0 2877072 93971 None I No.98 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 welded 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 114.45 114.45 2584.53 False None None False None False 295799.4585 0 2877073 93971 None I No.99 Providing and fixing precoated galvanised iron profile sheets size shape and pitch of corrugation as approved by Engineer in charge 0.50 mm + 0.05 Percentage total coated thickness with zinc coating 120 grams per m2 as per IS 277 in 240 mpa steel grade 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineern charge. The sheet shall be fixed using self drillingorself tapping screws of size 5.5x 55 mm with EPDM seal complete upto any pitch in Sqm 583.8 583.8 140.0 False None None False None False 81732.0 0 2877074 93971 None I No.100 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +0.05 Percentage total coated thickness Zinc coating 120 grams per m2 as per IS 277 in 240 mpa steel grade 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drillingor self tapping screws complete Gutter 600 mm over all girth Mtr 897.75 897.75 27.5 False None None False None False 24688.125 0 2877075 93971 None I No.101 Providing and fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. Mtr 573.3 573.3 13.75 False None None False None False 7882.875 0 2877076 93971 None I No.102 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge. PN 16 Pipe SDR 7.4 40 mm OD Mtr 484.05 484.05 25.0 False None None False None False 12101.25 0 2877077 93971 None I No.103 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 75mm dia. 6 kgorsqcm and class 3 Mtr 220.5 220.5 25.0 False None None False None False 5512.5 0 2877078 93971 None I No.104 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 110mm dia. 6 kgorsqcm and class 3 Mtr 413.7 413.7 25.0 False None None False None False 10342.5 0 2877079 93971 None I No.105 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm No 1122.45 1122.45 4.0 False None None False None False 4489.8 0 2877080 93971 None I No.106 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 16 mm OD Mtr 254.26 254.26 50.0 False None None False None False 12713.0 0 2877081 93971 None I No.107 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 20 mm OD Mtr 189.0 189.0 50.0 False None None False None False 9450.0 0 2877082 93971 None I No.108 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 25 mm OD Mtr 238.35 238.35 50.0 False None None False None False 11917.5 0 2877083 93971 None I No.109 Gunmetal non return valve vertical screwed end 25 mm dia Mtr 420.0 420.0 4.0 False None None False None False 1680.0 0 2877084 93971 None I No.110 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 30.0 False None None False None False 5859.0 0 2877085 93971 None I No.111 Refilling available earth around trenchesorpipelines 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 128.1 128.1 30.0 False None None False None False 3843.0 0 2877086 93971 None I No.112 Supplying lowering laying jointing testing and commissioning of Glazed Stone Ware Pipes of following dia conforming to IS 651 1992 IS 4127 with latest amendments including conveying to work site caulking with hemp dipped in tar and jointing with CM 1 1.5 using OPC perfect linking and curing for 10 days and testing with wateretc. with all lead lifts and as per Technical Specifications. The cost to include the cost of all jointing materials necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes Cum 489.3 489.3 15.18 False None None False None False 7427.574 0 2877087 93971 None I No.113 Refilling available earth around trenchesorpipelines 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 128.1 128.1 15.18 False None None False None False 1944.558 0 2877088 93971 None I No.114 C.P.brass trap40 mm dia No 315.0 315.0 4.0 False None None False None False 1260.0 0 2877089 93971 None I No.115 Providing and fixing C.P. brass stop cock concealed of standard design and of approved make conforming to IS 8931. No 577.0 577.0 4.0 False None None False None False 2308.0 0 2877090 93971 None I No.116 Providing and fixing C.P. brass long Noe bib cock of approved quality conforming to IS standards and weighing not less than 810 g. No 674.0 674.0 4.0 False None None False None False 2696.0 0 2877091 93971 None I No.117 Providing and fixing mirror of superior glass of approved quality and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm No 1476.0 1476.0 4.0 False None None False None False 5904.0 0 2877092 93971 None I No.118 Providing and fixing wash basin with C.I. brackets 15 mm dia CP Brass single hole basin mixer of approved quality and make including painting of fittings and brackets cutting and making good the walls wherever required using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer No 3599.0 3599.0 10.0 False None None False None False 35990.0 0 2877093 93971 None I No.119 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and leveling the ground for all works other than foundation and depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage and other appurtenances required to complete the work. Sqm 73.5 73.5 82.5 False None None False None False 6063.75 0 2877094 93971 None I No.120 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work Cum 195.3 195.3 135.29 False None None False None False 26422.137 0 2877095 93971 None I No.121 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 66.94 False None None False None False 16095.723 0 2877096 93971 None I No.122 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment creating continuous chemical barrier under and around the column pits walls trenches basement excavation top surface of the plinth filling junction of wall and floor along the external periMtr of building expansion joints over the top surface of consolidated earth on which apron is to be laid surrounding of pipes and conduits with Chlorpyriphos 20Percentage E.C. or Lindane 20Percentage E.C. at 3.19 lorm2 including cost of chemical diluting in water to one percent concentration labour usage charges of machinery complete as per specifications. Sqm 99.75 99.75 75.0 False None None False None False 7481.25 0 2877097 93971 None I No.123 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 12.82 False None None False None False 74762.394 0 2877098 93971 None I No.124 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Footing Including 8Percentage for Centering Cum 6767.71 6767.71 16.5 False None None False None False 111667.215 0 2877099 93971 None I No.125 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for GBorPB Including 60Percentage for Centering Cum 10026.24 10026.24 9.45 False None None False None False 94747.968 0 2877100 93971 None I No.126 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for lintel Including 60Percentage for Centering Cum 10385.76 10385.76 1.72 False None None False None False 17863.5072 0 2877101 93971 None I No.127 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for SlaborStaircase Including 50Percentage for Centering Cum 9736.65 9736.65 19.81 False None None False None False 192883.0365 0 2877102 93971 None I No.128 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid Cum 10385.76 10385.76 4.19 False None None False None False 43516.3344 0 2877103 93971 None I No.129 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1 6 1 cement 6 coarse sand Cum 4987.5 4987.5 54.99 False None None False None False 274262.625 0 2877104 93971 None I No.130 Construction of Embankment by excavating the available approved Gravelor 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 usageand all other appurtenaces required to complete the work. Cum 422.1 422.1 33.75 False None None False None False 14245.875 0 2877105 93971 None I No.131 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 80.6 False None None False None False 566174.7 0 2877106 93971 None I No.132 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 Kg 90.3 90.3 3960.93 False None None False None False 357671.979 0 2877107 93971 None I No.133 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 125.25 125.25 56.7 False None None False None False 7101.675 0 2877108 93971 None I No.134 Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer with water absorption less than 0.08 Percentage and conforming to I.S. 15622 of approved make in all colours and shade over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand jointing with grey cement slurry at 3.3 kgor m2 including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 600x600 mm Sqm 1157.1 1157.1 157.5 False None None False None False 182243.25 0 2877109 93971 None I No.135 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS 15622 thickness to be specified by the manufacturer of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer in Charge in skirting risers of steps and dados over 12 mm thick bed of cement Mortar 1 3 1 cement 3 coarse sand and jointing with grey cement slurry at 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 420.0 420.0 17.28 False None None False None False 7257.6 0 2877110 93971 None I No.136 Providing skirting dadooing rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1 3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials labour complete as per specifications. Sqm 1088.85 1088.85 5.76 False None None False None False 6271.776 0 2877111 93971 None I No.137 Providing 20 mm cement plaster of mix 1 6 1 cement 6 fine sand to brickorstone 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 289.8 289.8 110.0 False None None False None False 31878.0 0 2877112 93971 None I No.138 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 223.65 223.65 699.5 False None None False None False 156443.175 0 2877113 93971 None I No.139 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 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 322.35 322.35 243.3 False None None False None False 78427.755 0 2877114 93971 None I No.140 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltror10 m over and including priming coat of exterior primer applied at 2.20 kgor10 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 142.8 142.8 942.8 False None None False None False 134631.84 0 2877115 93971 None I No.141 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter Sqm 94.5 94.5 7.02 False None None False None False 663.39 0 2877116 93971 None I No.142 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 101.6 False None None False None False 79476.6 0 2877117 93971 None I No.143 Providing and fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm 19 gauge for stiles and 15x15mm for top and bottom rails covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide Prelaminated PVC Sheets for top rail lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc. Complete as per manufacturers specification and direction of Engineer incharge fixed to frames with 3 No of 75mm Aluminium hinges. do with one side prelam Sqm 2998.8 2998.8 28.5 False None None False None False 85465.8 0 2877118 93971 None I No.144 Providing and fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm made out of extruded 5mm rigid PVC foam sheet Mtred cut at corners and jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65or80mm size complete as per manufacturers specification and direction of Engineer in charge. Sqm 498.75 498.75 28.5 False None None False None False 14214.375 0 2877119 93971 None I No.145 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90 ltror10 mover an under coat of primer applied at0.75 ltror10 m of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil grease dirt and foreign matter sand papering and knotting cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 110.25 110.25 74.1 False None None False None False 8169.525 0 2877120 93971 None I No.146 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm heavy type No 201.0 201.0 200.0 False None None False None False 40200.0 0 2877121 93971 None I No.147 Aluminium round shape handle powder coated outer dia 100 mm No 60.0 60.0 60.0 False None None False None False 3600.0 0 2877122 93971 None I No.148 Stainless steel screws 25 mm x4 mm No 42.0 42.0 50.0 False None None False None False 2100.0 0 2877123 93971 None I No.149 Aluminum tower bolts No 58.0 58.0 70.0 False None None False None False 4060.0 0 2877124 93971 None I No.150 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge. PN 16 Pipe SDR 7.4 40 mm OD Mtr 484.05 484.05 50.0 False None None False None False 24202.5 0 2877125 93971 None I No.151 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 75mm dia. 6 kgorsqcm and class 3 Mtr 220.5 220.5 50.0 False None None False None False 11025.0 0 2877126 93971 None I No.152 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 necessaryincluding jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 110mm dia. 6 kgorsqcm and class 3 Mtr 413.7 413.7 50.0 False None None False None False 20685.0 0 2877127 93971 None I No.153 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm No 1122.45 1122.45 2.0 False None None False None False 2244.9 0 2877128 93971 None I No.154 Providing and fixing water closet squatting pan Indian type W.C. pan with 100 mm sand cast Iron P or S trap 10 litre low level white P.V.C. flushing cistern including flush pipe with manually controlled device handle lever conforming to IS 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests No 4458.3 4458.3 20.0 False None None False None False 89166.0 0 2877129 93971 None I No.155 Providing and fixing 8 mm dia C.P. or S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer in charge. No 259.35 259.35 20.0 False None None False None False 5187.0 0 2877130 93971 None I No.156 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 16 mm OD Mtr 254.26 254.26 25.0 False None None False None False 6356.5 0 2877131 93971 None I No.157 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 20 mm OD Mtr 189.0 189.0 50.0 False None None False None False 9450.0 0 2877132 93971 None I No.158 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 25 mm OD Mtr 238.35 238.35 50.0 False None None False None False 11917.5 0 2877133 93971 None I No.159 Gunmetal non return valve vertical screwed end 25 mm dia Mtr 420.0 420.0 20.0 False None None False None False 8400.0 0 2877134 93971 None I No.160 Earth work excavation by manual means for drains canals waste weir draft approach hannels 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 30.0 False None None False None False 5859.0 0 2877135 93971 None I No.161 Refilling available earth around trenchesorpipelines 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 128.1 128.1 30.0 False None None False None False 3843.0 0 2877136 93971 None I No.162 Supplying lowering laying jointing testing and commissioning of Glazed Stone Ware Pipes of following dia conforming to IS 651 1992 IS 4127 with latest amendments including conveying to work site caulking with hemp dipped in tar and jointing with CM 1 1.5 using OPC perfect linking and curing for 10 days and testing with wateretc. with all lead lifts and as per Technical Specifications. The cost to include the cost of all jointing materials necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes Mtr 489.3 489.3 39.37 False None None False None False 19263.741 0 2877137 93971 None I No.163 Refilling available earth around trenchesorpipelines 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 128.1 128.1 78.75 False None None False None False 10087.875 0 2877138 93971 None I No.164 C.P.brass trap40 mm dia No 315.0 315.0 40.0 False None None False None False 12600.0 0 2877139 93971 None I No.165 600 mm long towel rail with total length of 645 mm width 78 mm and effective height of 88 mm weighing not less than 190 g No 380.0 380.0 20.0 False None None False None False 7600.0 0 2877140 93971 None I No.166 Providing and fixing C.P. brass stop cock concealed of standard design and of approved make conforming to IS 8931. No 577.0 577.0 20.0 False None None False None False 11540.0 0 2877141 93971 None I No.167 Providing and fixing C.P. brass long Noe bib cock of approved quality conforming to IS standards and weighing not less than 810 g No 674.0 674.0 20.0 False None None False None False 13480.0 0 2877142 93971 None I No.168 Providing and fixing mirror of superior glass of approved quality and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm No 1476.0 1476.0 4.0 False None None False None False 5904.0 0 2877143 93971 None I No.169 Providing and fixing 455x610 mm cast iron cover with frame weight to be not less 38Kg weight of cover 23 Kg and weight of frame 15 Kg and necessary locking arrangements with M.S flats 32x6 mm etc and painting with two or more coats with black Japan paint etc. complete as directed by the engineer in charge. No 1981.35 1981.35 4.0 False None None False None False 7925.4 0 2877144 93971 None I No.170 KSRB 13 11 Providing and placing on terrace polyethylene water storage tanks as per IS 12701 1996 with manhole lid and suitable locking arrangements making holes of suitable diaMtr for inlet outlet and over flow pipes including cost of all materials labour transport charges HOM and testing complete as per specifications. For 1000 litre capacity Specification No.KBS 13.22 WATER TANK OF 1000 LITRES. PWD SR 18 19 Item No 13.78 Page No 96 No 7169.4 7169.4 4.0 False None None False None False 28677.6 0 2877145 93971 None I No.171 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and leveling the ground for all works other than foundation and depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage and other appurtenances required to complete the work. Sqm 73.5 73.5 41.25 False None None False None False 3031.875 0 2877146 93971 None I No.172 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 45.57 False None None False None False 8899.821 0 2877147 93971 None I No.173 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 41.25 False None None False None False 9918.5625 0 2877148 93971 None I No.174 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment creating continuous chemical barrier under and around the column pits walls trenches basement excavation top surface of the plinth filling junction of wall and floor along the external periMtr of building expansion joints over the top surface of consolidated earth on which apron is to be laid surrounding of pipes and conduits with Chlorpyriphos 20Percentage E.C. or Lindane 20Percentage E.C. at 3.19 lorm2 including cost of chemical diluting in water to one percent concentration labour usage charges of machinery complete as per specifications. Sqm 99.75 99.75 37.5 False None None False None False 3740.625 0 2877149 93971 None I No.175 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 4.22 False None None False None False 24609.774 0 2877150 93971 None I No.176 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Footing Including 8Percentage for Centering Cum 6767.71 6767.71 4.68 False None None False None False 31672.8828 0 2877151 93971 None I No.177 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for GBorPB Including 60Percentage for Centering Cum 10026.24 10026.24 3.69 False None None False None False 36996.8256 0 2877152 93971 None I No.178 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for lintel Including 60Percentage for Centering Cum 10385.76 10385.76 0.7 False None None False None False 7270.032 0 2877153 93971 None I No.179 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for SlaborStaircase Including 50Percentage for Centering Cum 9736.65 9736.65 10.06 False None None False None False 97950.699 0 2877154 93971 None I No.180 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid Cum 10385.76 10385.76 1.51 False None None False None False 15682.4976 0 2877155 93971 None I No.181 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1 6 1 cement 6 coarse sand Cum 4987.5 4987.5 21.49 False None None False None False 107181.375 0 2877156 93971 None I No.182 Construction of Embankment by excavating the available approved Gravelor 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 usageand all other appurtenaces required to complete the work. Cum 422.1 422.1 3.41 False None None False None False 1439.361 0 2877157 93971 None I No.183 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 38.26 False None None False None False 268757.37 0 2877158 93971 None I No.184 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 Kg 90.3 90.3 1256.68 False None None False None False 113478.204 0 2877159 93971 None I No.185 Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer with water absorption less than 0.08 Percentage and conforming to I.S. 15622 of approved make in all colours and shade over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand jointing with grey cement slurry at 3.3 kgor m2 including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 600x600 mm Sqm 1157.1 1157.1 78.75 False None None False None False 91121.625 0 2877160 93971 None I No.186 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS 15622 thickness to be specified by the manufacturer of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer in Charge in skirting risers of steps and dados over 12 mm thick bed of cement Mortar 1 3 1 cement 3 coarse sand and jointing with grey cement slurry at 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 420.0 420.0 10.8 False None None False None False 4536.0 0 2877161 93971 None I No.187 Providing skirting dadooing rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1 3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials labour complete as per specifications. Sqm 1088.85 1088.85 2.4 False None None False None False 2613.24 0 2877162 93971 None I No.188 Providing 20 mm cement plaster of mix 1 6 1 cement 6 fine sand to brickorstone 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 289.8 289.8 20.0 False None None False None False 5796.0 0 2877163 93971 None I No.189 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 233.65 233.65 336.75 False None None False None False 78681.6375 0 2877164 93971 None I No.190 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 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 322.35 322.35 73.65 False None None False None False 23741.0775 0 2877165 93971 None I No.191 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltror10 m over and including priming coat of exterior primer applied at 2.20 kgor10 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 142.8 142.8 336.75 False None None False None False 48087.9 0 2877166 93971 None I No.192 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 94.5 94.5 3.51 False None None False None False 331.695 0 2877167 93971 None I No.193 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 48.3 False None None False None False 37782.675 0 2877168 93971 None I No.194 Providing and fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm 19 gauge for stiles and 15x15mm for top and bottom rails covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide relaminated PVC Sheets for top rail lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc. Complete as per manufacturers specification and direction of Engineer in charge fixed to frames with 3 No of 75mm Aluminium hinges. do with one side prelam Sqm 2998.8 2998.8 14.25 False None None False None False 42732.9 0 2877169 93971 None I No.195 Providing and fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm made out of extruded 5mm rigid PVC foam sheet Mtred cut at corners and jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65or80mm size complete as per manufacturers specification and direction of Engineer in charge. Sqm 498.75 498.75 14.25 False None None False None False 7107.1875 0 2877170 93971 None I No.196 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90 ltror10 m over an under coat of primer applied at0.75 ltror10 m of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil grease dirt and foreign matter sand papering and knotting cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 110.25 110.25 37.05 False None None False None False 4084.7625 0 2877171 93971 None I No.197 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm heavy type No 201.0 201.0 60.0 False None None False None False 12060.0 0 2877172 93971 None I No.198 Aluminium round shape handle powder coated outer dia 100 mm No 60.0 60.0 15.0 False None None False None False 900.0 0 2877173 93971 None I No.199 Stainless steel screws 25 mm x4 mm No 42.0 42.0 15.0 False None None False None False 630.0 0 2877174 93971 None I No.200 Aluminum tower bolts No 58.0 58.0 20.0 False None None False None False 1160.0 0 2877175 93971 None I No.201 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge. PN 16 Pipe SDR 7.4 40 mm OD Mtr 484.05 484.05 8.0 False None None False None False 3872.4 0 2877176 93971 None I No.202 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 75mm dia. 6 kgorsqcm and class 3 Mtr 220.5 220.5 8.0 False None None False None False 1764.0 0 2877177 93971 None I No.203 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 and 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 tothe required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 110mm dia. 6 kgorsqcm and class 3 Mtr 413.7 413.7 15.0 False None None False None False 6205.5 0 2877178 93971 None I No.204 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm No 1122.45 1122.45 2.0 False None None False None False 2244.9 0 2877179 93971 None I No.205 Providing and fixing water closet squatting pan Indian type W.C. pan with 100 mm sand cast Iron P or S trap 10 litre low level white P.V.C. flushing cistern including flush pipe with manually controlled device handle lever conforming to IS 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests No 4458.3 4458.3 10.0 False None None False None False 44583.0 0 2877180 93971 None I No.206 Providing and fixing 8 mm dia C.P. or S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer in charge. No 259.35 259.35 10.0 False None None False None False 2593.5 0 2877181 93971 None I No.207 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 16 mm OD Mtr 254.26 254.26 8.0 False None None False None False 2034.08 0 2877182 93971 None I No.208 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 20 mm OD Mtr 189.0 189.0 8.0 False None None False None False 1512.0 0 2877183 93971 None I No.209 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 25 mm OD Mtr 238.35 238.35 8.0 False None None False None False 1906.8 0 2877184 93971 None I No.210 Gunmetal non return valve vertical screwed end 25 mm dia Mtr 420.0 420.0 10.0 False None None False None False 4200.0 0 2877185 93971 None I No.211 Earth work excavation by manual means for drains canals waste weir draft approach hannels 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 4.8 False None None False None False 937.44 0 2877186 93971 None I No.212 Refilling available earth around trenchesorpipelines 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 128.1 128.1 4.8 False None None False None False 614.88 0 2877187 93971 None I No.213 Supplying lowering laying jointing testing and commissioning of Glazed Stone Ware Pipes of following dia conforming to IS 651 1992 IS 4127 with latest amendments including conveying to work site caulking with hemp dipped in tar and jointing with CM 1 1.5 using OPC perfect linking and curing for 10 days and testing with wateretc. with all lead lifts and as per Technical Specifications. The cost to include the cost of all jointing materials necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes Mtr 489.3 489.3 6.3 False None None False None False 3082.59 0 2877188 93971 None I No.214 Refilling available earth around trenchesorpipelines 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 128.1 128.1 6.3 False None None False None False 807.03 0 2877189 93971 None I No.215 C.P.brass trap40 mm dia No 315.0 315.0 6.0 False None None False None False 1890.0 0 2877190 93971 None I No.216 Providing and fixing C.P. brass stop cock concealed of standard design and of approved make conforming to IS 8931. No 577.0 577.0 6.0 False None None False None False 3462.0 0 2877191 93971 None I No.217 Providing and fixing C.P. brass long Noe bib cock of approved quality conforming to IS standards and weighing not less than 810 g. No 674.0 674.0 6.0 False None None False None False 4044.0 0 2877192 93971 None I No.218 Providing and fixing mirror of superior glass of approved quality and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm No 1476.0 1476.0 3.0 False None None False None False 4428.0 0 2877193 93971 None I No.219 KSRB 13 11 Providing and placing on terrace polyethylene water storage tanks as per IS 12701 1996 with manhole lid and suitable locking arrangements making holes of suitable diaMtr for inlet outlet and over flow pipes including cost of all materials labour transport charges HOM and testing complete as per specifications. For 1000 litre capacity Specification No.KBS 13.22 WATER TANK OF 1000 LITRES. PWD SR 18 19 Item No 13.78 Page No 96 No 7169.4 7169.4 1.0 False None None False None False 7169.4 0 2877194 93971 None I No.220 Electrical Lum Sum No 15000.0 15000.0 1.0 False None None False None False 15000.0 0 2877195 93971 None I No.221 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and leveling the ground for all works other than foundation and depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage and other appurtenances required to complete the work. Sqm 73.5 73.5 40.0 False None None False None False 2940.0 0 2877196 93971 None I No.222 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 54.62 False None None False None False 10667.286 0 2877197 93971 None I No.223 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 60.0 False None None False None False 14427.0 0 2877198 93971 None I No.224 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment creating continuous chemical barrier under and around the column pits walls trenches basement excavation topsurface of the plinth filling junction of wall and floor along the external periMtr of building expansion joints over the top surface of consolidated earth on which apron is to be laid surrounding of pipes and conduits with Chlorpyriphos 20Percentage E.C. or Lindane 20Percentage E.C. at 3.19 lorm2 including cost of chemical diluting in water to one percent concentration labour usage charges of machinery complete as per specifications. Sqm 99.75 99.75 40.0 False None None False None False 3990.0 0 2877199 93971 None I No.225 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 4.09 False None None False None False 23851.653 0 2877200 93971 None I No.226 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Footing Including 8Percentage for Centering Cum 6767.71 6767.71 7.0 False None None False None False 47373.97 0 2877201 93971 None I No.227 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for GBorPB Including 60Percentage for Centering Cum 10026.24 10026.24 4.72 False None None False None False 47323.8528 0 2877202 93971 None I No.228 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for lintel Including 60Percentage for Centering Cum 10385.76 10385.76 0.86 False None None False None False 8931.7536 0 2877203 93971 None I No.229 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for SlaborStaircase Including 50Percentage for Centering Cum 9736.65 9736.65 11.25 False None None False None False 109537.3125 0 2877204 93971 None I No.230 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid Cum 10385.76 10385.76 2.46 False None None False None False 25548.9696 0 2877205 93971 None I No.231 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1 6 1 cement 6 coarse sand Cum 4987.5 4987.5 30.74 False None None False None False 153315.75 0 2877206 93971 None I No.232 Construction of Embankment by excavating the available approved Gravelor 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 usageand all other appurtenaces required to complete the work. Cum 422.1 422.1 16.87 False None None False None False 7120.827 0 2877207 93971 None I No.233 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 33.67 False None None False None False 236514.915 0 2877208 93971 None I No.234 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 Kg 96.6 96.6 1849.97 False None None False None False 178707.102 0 2877209 93971 None I No.235 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 152.25 152.25 33.75 False None None False None False 5138.4375 0 2877210 93971 None I No.236 Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer with water absorption less than 0.08 Percentage and conforming to I.S. 15622 of approved make in all colours and shade over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand jointing with grey cement slurry at 3.3 kgor m2 including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 600x600 mm Sqm 1157.1 1157.1 78.75 False None None False None False 91121.625 0 2877211 93971 None I No.237 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS 15622 thickness to be specified by the manufacturer of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer in Charge in skirting risers of steps and dados over 12 mm thick bed of cement Mortar 1 3 1 cement 3 coarse sand and jointing with grey cement slurry at 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 420.0 420.0 8.64 False None None False None False 3628.8 0 2877212 93971 None I No.238 Providing skirting dadooing rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1 3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials labour complete as per specifications. Sqm 1088.85 1088.85 3.6 False None None False None False 3919.86 0 2877213 93971 None I No.239 Providing 20 mm cement plaster of mix 1 6 1 cement 6 fine sand to brickorstone 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 289.8 289.8 62.5 False None None False None False 18112.5 0 2877214 93971 None I No.240 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 223.65 223.65 362.67 False None None False None False 81111.1455 0 2877215 93971 None I No.241 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 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 322.35 322.35 134.61 False None None False None False 43391.5335 0 2877216 93971 None I No.242 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltror10 m over and including priming coat of exterior primer applied at 2.20 kgor10 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 142.8 142.8 497.28 False None None False None False 71011.584 0 2877217 93971 None I No.243 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter Sqm 94.5 94.5 3.51 False None None False None False 331.695 0 2877218 93971 None I No.244 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 50.8 False None None False None False 39738.3 0 2877219 93971 None I No.245 Providing and fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm 19 gauge for stiles and 15x15mm for top and bottom rails covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide Prelaminated PVC Sheets for top rail lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc. Complete as per manufacturers specification and direction of Engineer in charge fixed to frames with 3 No of 75mm Aluminium hinges. do with one side prelam Sqm 2998.8 2998.8 17.1 False None None False None False 51279.48 0 2877220 93971 None I No.246 Providing and fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm made out of extruded 5mm rigid PVC foam sheet Mtred cut at corners and jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65or80mm size complete as per manufacturers specification and direction of Engineer in charge. Sqm 498.75 498.75 17.1 False None None False None False 8528.625 0 2877221 93971 None I No.247 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90 ltror10 m over an under coat of primer applied at0.75 ltror10 m of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil grease dirt and foreign matter sand papering and knotting cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 110.25 110.25 37.05 False None None False None False 4084.7625 0 2877222 93971 None I No.248 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm heavy type No 201.0 201.0 150.0 False None None False None False 30150.0 0 2877223 93971 None I No.249 Aluminium round shape handle powder coated outer dia 100 mm No 60.0 60.0 40.0 False None None False None False 2400.0 0 2877224 93971 None I No.250 Stainless steel screws 25 mm x4 mm No 42.0 42.0 30.0 False None None False None False 1260.0 0 2877225 93971 None I No.251 Aluminum tower bolts No 58.0 58.0 55.0 False None None False None False 3190.0 0 2877226 93971 None I No.252 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge. PN 16 Pipe SDR 7.4 40 mm OD Mtr 484.05 484.05 40.0 False None None False None False 19362.0 0 2877227 93971 None I No.253 33 40 Supplying PVC ringtite pipes conforming to IS 4985 2000 with latest amendments and conveying to worksite Mtr 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 75mm dia. 6 kgorsqcm and class 3 Mtr 220.5 220.5 40.0 False None None False None False 8820.0 0 2877228 93971 None I No.254 34 41 Supplying PVC ringtite pipes conforming to IS 4985 2000 with latest amendments and conveying to worksite Mtr 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 Mtr 413.7 413.7 40.0 False None None False None False 16548.0 0 2877229 93971 None I No.255 35 42 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm No 1122.45 1122.45 1.0 False None None False None False 1122.45 0 2877230 93971 None I No.256 36 43 Providing and fixing water closet squatting pan Indian type W.C. pan with 100 mm sand cast Iron P or S trap 10 litre low level white P.V.C. flushing cistern including flush pipe with manually controlled device handle lever conforming to IS 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests No 4458.3 4458.3 10.0 False None None False None False 44583.0 0 2877231 93971 None I No.257 37 44 Providing and fixing 8 mm dia C.P. or S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer in charge. No 259.35 259.35 10.0 False None None False None False 2593.5 0 2877232 93971 None I No.258 38 45 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 16 mm OD Mtr 254.26 254.26 40.0 False None None False None False 10170.4 0 2877233 93971 None I No.259 39 46 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 20 mm OD Mtr 189.0 189.0 40.0 False None None False None False 7560.0 0 2877234 93971 None I No.260 40 47 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 25 mm OD Mtr 238.35 238.35 40.0 False None None False None False 9534.0 0 2877235 93971 None I No.261 41 48 Gunmetal non return valve vertical screwed end 25 mm dia Mtr 420.0 420.0 10.0 False None None False None False 4200.0 0 2877236 93971 None I No.262 42 49 Earth work excavation by manual means for drains canals waste weir draft approach hannels 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 24.0 False None None False None False 4687.2 0 2877237 93971 None I No.263 43 50 Refilling available earth around trenchesorpipelines 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 128.1 128.1 24.0 False None None False None False 3074.4 0 2877238 93971 None I No.264 44 51 Supplying lowering laying jointing testing and commissioning of Glazed Stone Ware Pipes of following dia conforming to IS 651 1992 IS 4127 with latest amendments including conveying to work site caulking with hemp dipped in tar and jointing with CM 1 1.5 using OPC perfect linking and curing for 10 days and testing with wateretc. with all lead lifts and as per Technical Specifications. The cost to include the cost of all jointing materials necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes Mtr 489.3 489.3 31.5 False None None False None False 15412.95 0 2877239 93971 None I No.265 45 52 Refilling available earth around trenchesorpipelines 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 128.1 128.1 31.5 False None None False None False 4035.15 0 2877240 93971 None I No.266 46 53 C.P.brass trap40 mm dia No 315.0 315.0 20.0 False None None False None False 6300.0 0 2877241 93971 None I No.267 47 54 600 mm long towel rail with total length of 645 mm width 78 mm and effective height of 88 mm weighing not less than 190 g No 380.0 380.0 10.0 False None None False None False 3800.0 0 2877242 93971 None I No.268 48 55 Providing and fixing C.P. brass stop cock concealed of standard design and of approved make conforming to IS 8931. No 577.0 577.0 10.0 False None None False None False 5770.0 0 2877243 93971 None I No.269 49 56 Providing and fixing C.P. brass long Noe bib cock of approved quality conforming to IS standards and weighing not less than 810 g. No 674.0 674.0 10.0 False None None False None False 6740.0 0 2877244 93971 None I No.270 50 57 Providing and fixing mirror of superior glass of approved quality and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm No 1476.0 1476.0 2.0 False None None False None False 2952.0 0 2877245 93971 None I No.271 51 58 Providing and fixing 455x610 mm cast iron cover with frame weight to be not less 38Kg weight of cover 23 Kg and weight of frame 15 Kg and necessary locking arrangements with M.S flats 32x6 mm etc and painting with two or more coats with black Japan paint etc. complete as directed by the engineer in charge. No 1981.35 1981.35 2.0 False None None False None False 3962.7 0 2877246 93971 None I No.272 52 59 KSRB 13 11 Providing and placing on terrace polyethylene water storage tanks as per IS 12701 1996 with manhole lid and suitable locking arrangements making holes of suitable diaMtr for inlet outlet and over flow pipes including cost of all materials labour transport charges HOM and testing complete as per specifications. For 1000 litre capacity Specification No.KBS 13.22 WATER TANK OF 1000 LITRES. PWD SR 18 19 Item No 13.78 Page No 96 No 7169.4 7169.4 2.0 False None None False None False 14338.8 0 2877247 93971 None I No.273 53 60 Electrical Lum Sum No 40000.0 40000.0 1.0 False None None False None False 40000.0 0 2877248 93971 None I No.274 1 1 Manual Means 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 and stacking the selected tuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work.PWD Common DSR 2021 22 Volume 1 P No 5 I.No 1.4.1 Cum 195.3 195.3 125.16 False None None False None False 24443.748 0 2877249 93971 None I No.275 2 2 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD Common DSR 2021 22 Volume 3 P No 15 I.No 3.1 Cum 33.6 33.6 101.56 False None None False None False 3412.416 0 2877250 93971 None I No.276 3 3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2021 22 Volume 1 P No 15 I.No 2.1.3 Cum 5831.7 5831.7 18.03 False None None False None False 105145.551 0 2877251 93971 None I No.277 4 4 Providing Size Stone masonry with hard stone in foundation and plinth with Cement mortar 1 6 1 cement 6 coarse sand P.No.9 vol2 I.No.5.4 Cum 5619.6 5619.6 14.74 False None None False None False 82832.904 0 2877252 93971 None I No.278 5 5 Providing and laying in Reinforced cement concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The graniteortraporbasalt crushed graded coarse aggregates and fine Cum 6266.4 6266.4 70.68 False None None False None False 442909.152 0 2877253 93971 None I No.279 6 6 Providing Thermo Mechanically Treated bars of grade Fe 500 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 Comman SR 21 22 VOL 2 I no 11.32 PAGE NO 84 Kg 96.6 96.6 29331.83 False None None False None False 2833454.778 0 2877254 93971 None I No.280 7 7 Form Work As per recommendations of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate For Piers and Abutment Form Works Consider 8Percentage PWD Common DSR 2021 22 Volume 2 P No A 7 I.No 22.2 Cum 501.31 501.31 44.94 False None None False None False 22528.8714 0 2877255 93971 None I No.281 8 8 Form Work As per recommendations of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate For Beams and Lintels of Buildings Form Works Consider 60Percentage PWD Common DSR 2021 22 Volume 2 P No A 7 I.No 22.2 Cum 3759.84 3759.84 7.26 False None None False None False 27296.4384 0 2877256 93971 None I No.282 9 9 Form Work As per recommendations of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate For Roof Slab of Buildings Form Works Consider 50Percentage PWD Common DSR 2021 22 Volume 2 P No A 7 I.No 22.2 Cum 3133.2 3133.2 18.48 False None None False None False 57901.536 0 2877257 93971 None I No.283 10 10 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. Comman SR 21 22 Vol 1 I.NO 1.9Page No 07 Cum 214.2 214.2 14.98 False None None False None False 3208.716 0 2877258 93971 None I No.284 11 11 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1 4 1 cement 4 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Comman SR 21 22 Vol 2 I.NO 6.3Page No 13 Cum 8022.0 8022.0 42.6 False None None False None False 341737.2 0 2877259 93971 None I No.285 12 12 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 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. Comman SR 21 22 VOL 2 I.NO 8.8 Page No 42 Sqm 322.35 322.35 344.12 False None None False None False 110927.082 0 2877260 93971 None I No.286 13 13 Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings or wooden frames with rawl plugs screws etc. Comman SR 21 22 VOL 2 I.NO 11.34BPage No 85 Kg 164.85 164.85 50.62 False None None False None False 8344.707 0 2877261 93971 None I No.287 14 14 Providing MathiorNandi wood frames of doors windows clerestory windows ventilators and other frames wrought framed or assembled including making plaster groves excluding cost of cement concrete and side clamps but including cost of materials labour usage charges complete as per specifications. Comman SR 21 22 VOL 2 I.NO12.12 Page No 100 Cum 79111.2 79111.2 0.87 False None None False None False 68826.744 0 2877262 93971 None I No.288 15 15 Providing and fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm 19 gauge for stiles and 15x15mm for top and bottom rails covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide Prelaminated PVC Sheets for top rail lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc. Complete as per manufacturers specification and direction of Engineer in charge fixed to frames with 3 No of 75mm Aluminium hinges. one side prelam Comman SR 21 22 VOL 2 I.NO12.55.2 Page No 106 Sqm 2998.8 2998.8 27.0 False None None False None False 80967.6 0 2877263 93971 None I No.289 16 16 Providing and placing on terrace Polythylene water storage tanks with manhole lid and suitable locking arrangements making holes of suitable diaMtr for inlet outlet and over flow pipes including cost of all materials labour transport charges HOM of equipments and testing complete as per specifications. For 1000 Litre Capacity Specification As Per Market Rate 2022 23 Ltr 6.82 6.82 10000.0 False None None False None False 68200.0 0 2877264 93971 None I No.290 Supply Errection commissioning of Dia 4 Kgforcm2 PVC Pipe For Night Soil and Urinal Connections to Septic Tank including all Accessories. Comman SR 21 22 VOL 5 SL.NO1191 Page No 35 Mtr 182.7 182.7 250.0 False None None False None False 45675.0 0 2877265 93971 None I No.291 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 25mm dia 10 kgorsqcm and class 5 Comman SR 21 22 VOL 5 SOR CODE M010A Page No 134 Mtr 49.35 49.35 2500.0 False None None False None False 123375.0 0 2877266 93971 None I No.292 Providing and fixing unplasticised PVC connection pipe with brass unions. 20 mm nominal bore Comman SR 21 22 VOL 2 I.NO13.8.1.2 Page No 116 No 116.55 116.55 60.0 False None None False None False 6993.0 0 2877267 93971 None I No.293 Providing and fixing PTMT bib cock of approved quality and colour.20 mm nominal bore 89 mm long weighing not less than 88 g Comman SR 21 22 VOL 2 SL No 13.18.2 Page No 118 No 158.55 158.55 20.0 False None None False None False 3171.0 0 2877268 93971 None I No.294 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality screwed end 32 mm nominal bore Comman SR 21 22 VOL 2 SL No 13.4.2 Page No 115 No 584.85 584.85 40.0 False None None False None False 23394.0 0 2877269 93971 None I No.295 Providing and fixing White vitreous china water closet squatting pan Indian type along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials labour and disposal of dismantled material iorc malba all complete as per the direction of Engineer in charge. Comman SR 21 22 VOL 2 SL No 20.44.1 Page No 178 Each 5635.35 5635.35 21.0 False None None False None False 118342.35 0 2877270 93971 None I No.296 Providing and laying Vitrified tiles in floor with different sizes thickness to be specified by the manufacturer with water absorption less than 0.08Percentage and conforming to IS 15622 of approved brand and manufacturer in all colours and shade laid with cement based high polymer modified quick set tile adhesive water based conforming to IS 15477 in average 6 mm thickness including grouting of joints Payment for grouting of joints to be made separately Size of Tile 600x600 mm. Comman SR 21 22 VOL 2 SL No 9.21.2 Page No 62 Sqm 1205.4 1205.4 101.52 False None None False None False 122372.208 0 2877271 93971 None I No.297 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 thickness to be specified by the manufacturer of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer in Charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand and jointing with grey cement slurry at 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete.. Comman SR 21 22 VOL 2 SL No 10.14 Page No 71 Sqm 1012.2 1012.2 179.52 False None None False None False 181710.144 0 2877272 93971 None I No.298 Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces One coat 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. Comman SR 21 22 VOL 2 SL No 8.35.2 Page No 47 Sqm 100.8 100.8 4.05 False None None False None False 408.24 0 2877273 93971 None I No.299 Finishing walls with water proofing cement paint of required shade New work Two coats applied at 4.84 kgor10 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. Comman SR 21 22 VOL 2 SL No 8.28 Page No 45 Sqm 69.3 69.3 391.25 False None None False None False 27113.625 0 2877274 93971 None I No.300 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing balcony railing staircase railing and similar works including applying priming coat of approved steel primer. E.R.W. tubes including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineerin Charge. PWD Common DSR 2021 22 Volume 2 P No 82 I.No 11.26.2 Sqm 122.85 122.85 330.0 False None None False None False 40540.5 0 2877275 93971 None I No.301 ELECTRICAL WORK 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 Mtr 75.6 75.6 100.0 False None None False None False 7560.0 0 2877276 93971 None I No.302 29 29 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required No. of machine screws bolts nuts etc. complete on the existing metalorPVC box. Comman SR 21 22 Vol 6 I.NO 3.5.1 Page No 5 Each 159.6 159.6 10.0 False None None False None False 1596.0 0 2877277 93971 None I No.303 30 30 Supplying and fixing 32A security and energy saving DP switch with key tag suitable to operate on 230 V 50Hz AC supply and completely wired on existing box. Comman SR 21 22 Vol 6 I.NO 3.70 Page No 6 Each 784.35 784.35 5.0 False None None False None False 3921.75 0 2877278 93971 None I No.304 31 31 Supplying and fixing of Porcelain fuse channel with cut out on existing woodenorpanel using necessary nuts bolts and washers. Comman SR 21 22 Vol 6 I.NO 5.7.1 Page No 10 No 131.25 131.25 20.0 False None None False None False 2625.0 0 2877279 93971 None I No.305 32 32 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve indicator ONorOFF energy cross 3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.. Comman SR 21 22 Vol 6 I.NO 5.17 Page No 13 6 32 A SP C 6 32 A SP Each 549.15 549.15 10.0 False None None False None False 5491.5 0 2877280 93971 None I No.306 Point wiring using copper wire with switch. Point wiring using copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit orcasing capping casing capping using 2x1.5mm2 Phase and Neutral and 1x1.0 mm2 Earth wire FRLS multi strand PVC insulated copper wire confirming to IS 694 and latest amendments without control switch shall be fixed on the existing plastic sheetor gang box the other end of the wires shall be terminated with sufficient loose length in a woodorPVC round block. complete for each outlet Two outlet in a row above 3m upto 6m from tapping point to out let via switches. Comman SR 21 22 Vol 6 I.NO 2.2.4 Page No 3 above 3m upto 6m from tapping point to out let via switches.. No 704.55 704.55 70.0 False None None False None False 49318.5 0 2877281 93971 None I No.307 Wiring for lightingorpower 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.4 mm2 Comman SR 21 22 Vol 6 I.NO 2.3.4 Page No 3 Mtr 61.95 61.95 60.0 False None None False None False 3717.0 0 2877282 93971 None I No.308 35 35 Supplying And fixingorreplacing of 6or16or32A electrical accessories on existing switch board. a 6 Amps SP Switch Comman SR 21 22 Vol 6 I.NO 3.14.1 Page No 6 a 6 Amps SP Switch No 45.15 45.15 40.0 False None None False None False 1806.0 0 2877283 93971 None I No.309 36 36 Supplying And fixingorreplacing of 6or16or32A electrical accessories on existing switch board. a 6 Amps SP Switch Comman SR 21 22 Vol 6 I.NO 3.14.1 Page No 6 b 6 Amps 3 Way 5 Pin Socket No 68.25 68.25 40.0 False None None False None False 2730.0 0 2877284 93971 None I No.310 37 37 Supplying And fixingorreplacing of 6or16or32A electrical accessories on existing switch board. a 6 Amps SP Switch Comman SR 21 22 Vol 6 I.NO 3.14.1 Page No 6 c 6 Amps Bakelite Ceiling Rose No 66.15 66.15 40.0 False None None False None False 2646.0 0 2877285 93971 None I No.311 38 38 Supplying And fixingorreplacing of 6or16or32A electrical accessories on existing switch board. a 6 Amps SP Switch Comman SR 21 22 Vol 6 I.NO 3.14.1 Page No 6 d 6 Amps Lamps Holder No 66.15 66.15 40.0 False None None False None False 2646.0 0 2877286 93971 None I No.312 39 39 Supplying and fixing of Surface mounting type retrofit type LED tube W comprising of LED linear source with CCT 6500 degree K CRI 70Percentage. efficacy 80 lumen per W life 25000 burning hours and Compliance to IS 10322orIEC 60598 LM 79 and LM 80. The LED are driven by HF electronic driver integrated in the system with PF 0.95 power loss should 5Percentage of lamp Wage. short circuit and open circuit protection to be integrated in the circuit THD less than 20Percentage Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABLorCPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition 1 18W 20W T8 . Comman SR 21 22 Vol 6 I.NO 11.10.5 Page No 37 1 18W 20W T8 No 653.1 653.1 20.0 False None None False None False 13062.0 0 2877287 93971 None I No.313 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and leveling the ground for all works other than foundation and depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage and other appurtenances required to complete the work. Sqm 73.5 73.5 90.0 False None None False None False 6615.0 0 2877288 93971 None I No.314 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 19.54 False None None False None False 3816.162 0 2877289 93971 None I No.315 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 39.08 False None None False None False 9396.786 0 2877290 93971 None I No.316 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment creating continuous chemical barrier under and around the column pits walls trenches basement excavation top surface of the plinth filling junction of wall and floor along the external periMtr of building expansion joints over the top surface of consolidated earth on which apron is to be laid surrounding of pipes and conduits with Chlorpyriphos 20Percentage E.C. or Lindane 20Percentage E.C. at 3.19 lorm2 including cost of chemical diluting in water to one percent concentration labour usage charges of machinery complete as per specifications. Sqm 99.75 99.75 61.27 False None None False None False 6111.6825 0 2877291 93971 None I No.317 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 13.36 False None None False None False 77911.512 0 2877292 93971 None I No.318 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Footing Including 8Percentage for Centering Cum 6767.71 6767.71 8.01 False None None False None False 54209.3571 0 2877293 93971 None I No.319 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 10652.88 10652.88 1.17 False None None False None False 12463.8696 0 2877294 93971 None I No.320 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for GBorPB Including 50Percentage for Centering Cum 9399.6 9399.6 3.89 False None None False None False 36564.444 0 2877295 93971 None I No.321 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 11034.86 11034.86 3.22 False None None False None False 35532.2492 0 2877296 93971 None I No.322 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for lintel Including 60Percentage for Centering Cum 10385.76 10385.76 2.02 False None None False None False 20979.2352 0 2877297 93971 None I No.323 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for SlaborStaircase Including 50Percentage for Centering Cum 9736.65 9736.65 6.36 False None None False None False 61925.094 0 2877298 93971 None I No.324 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Roof beams Including 60Percentage for Centering Cum 10385.76 10385.76 4.37 False None None False None False 45385.7712 0 2877299 93971 None I No.325 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1 6 1 cement 6 coarse sand Cum 4987.5 4987.5 11.24 False None None False None False 56059.5 0 2877300 93971 None I No.326 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. Cum 214.2 214.2 46.48 False None None False None False 9956.016 0 2877301 93971 None I No.327 Construction of Embankment by excavating the available approved Gravelor 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 usageand all other appurtenaces required to complete the work. Cum 422.1 422.1 3.79 False None None False None False 1599.759 0 2877302 93971 None I No.328 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 26.0 False None None False None False 182637.0 0 2877303 93971 None I No.329 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1 3 1 cement 3 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Sqm 938.7 938.7 13.15 False None None False None False 12343.905 0 2877304 93971 None I No.330 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 Kg 87.15 87.15 2377.02 False None None False None False 207157.293 0 2877305 93971 None I No.331 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 137.55 137.55 265.54 False None None False None False 36525.027 0 2877306 93971 None I No.332 Providing and fixing of 2.5 track x 2 panel sliding windows made out of multi chambered UPVC Matching to RAL 9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass standard hardwareand single point locking system with touch lock. Wall thickness of frame and sash shall be of 1.8 2.0mm. Maximum possible size 1519mm x 1519mm The cost is inclusive of all fixtures and separate charges for minor TandP's shall not be made Sqm 7058.1 7058.1 6.12 False None None False None False 43195.572 0 2877307 93971 None I No.333 Providing and laying Polished Granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm average thick base of cement mortar 1 4 1 cement 4 coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing curing and polishing etc. all complete as specified and as directed by the Engineer in Charge.** Polished Granite stone slab Black Cherry Red Brown Cat Eye River Pink or equivalent. Sqm 3013.5 3013.5 20.42 False None None False None False 61535.67 0 2877308 93971 None I No.334 Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer with water absorption less than 0.08 Percentage and conforming to I.S. 15622 of approved make in all colours and shade over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand jointing with grey cement slurry at 3.3 kgor m2 including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 600x600 mm Sqm 1157.1 1157.1 35.51 False None None False None False 41088.621 0 2877309 93971 None I No.335 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS 15622 thickness to be specified by the manufacturer of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer in Charge in skirting risers of steps and dados over 12 mm thick bed of cement Mortar 1 3 1 cement 3 coarse sand and jointing with grey cement slurry at 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 651.0 651.0 2.88 False None None False None False 1874.88 0 2877310 93971 None I No.336 Providing skirting dadooing rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1 3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials labour complete as per specifications. Sqm 1088.85 1088.85 13.18 False None None False None False 14351.043 0 2877311 93971 None I No.337 Providing and fixing stainless steel Grade 304 railing made of Hollow tubes channels plates etc. including welding grinding buffing polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete iorc fixing the railing with necessary accessories and stainless steel dash fasteners stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts bolts fasteners etc. including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. Kg 525.0 525.0 40.5 False None None False None False 21262.5 0 2877312 93971 None I No.338 Providing 20 mm cement plaster of mix 1 6 1 cement 6 fine sand to brickorstone 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 289.8 289.8 14.12 False None None False None False 4091.976 0 2877313 93971 None I No.339 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 223.65 223.65 155.14 False None None False None False 34697.061 0 2877314 93971 None I No.340 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge Sqm 87.15 87.15 203.48 False None None False None False 17733.282 0 2877315 93971 None I No.341 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 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 322.35 322.35 157.96 False None None False None False 50918.406 0 2877316 93971 None I No.342 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge Sqm 99.75 99.75 203.48 False None None False None False 20297.13 0 2877317 93971 None I No.343 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltror10 m² over and including priming coat of exterior primer applied at 2.20 kgor10 m² 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 142.8 142.8 172.09 False None None False None False 24574.452 0 2877318 93971 None I No.344 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 94.5 94.5 32.87 False None None False None False 3106.215 0 2877319 93971 None I No.345 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 64.15 False None None False None False 50181.3375 0 2877320 93971 None I No.346 Providing Mathi or Nandi wood wrought and putup for purlins common rafters and similar work including cost of materials labour usage charges complete as per Specifications. Cum 77658.0 77658.0 0.15 False None None False None False 11648.7 0 2877321 93971 None I No.347 Providing and fixing flush door shutter made out of solid core block board type well seasoned chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per spcification. do 30 mm thick one side teak and one side commercial Sqm 3411.45 3411.45 5.67 False None None False None False 19342.9215 0 2877322 93971 None I No.348 Providing and fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm 19 gauge for stiles and 15x15mm for top and bottom rails covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide Prelaminated PVC Sheets for top rail lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc. Complete as per manufacturers specification and direction of Engineer in charge fixed to frames with 3 No of 75mm Aluminium hinges. do with one side prelam Sqm 2998.8 2998.8 1.57 False None None False None False 4708.116 0 2877323 93971 None I No.349 Providing and fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm made out of extruded 5mm rigid PVC foam sheet Mtred cut at corners and jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65or80mm size complete as per manufacturers specification and direction of Engineer in charge. Sqm 498.75 498.75 1.57 False None None False None False 783.0375 0 2877324 93971 None I No.350 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1 3 6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials labour charges complete as per specifications No 1555.05 1555.05 4.0 False None None False None False 6220.2 0 2877325 93971 None I No.351 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90 ltror10 m² over an under coat of primer applied at0.75 ltror10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil grease dirt and foreign matter sand papering and knotting cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 110.25 110.25 14.74 False None None False None False 1625.085 0 2877326 93971 None I No.352 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm heavy type No 201.0 201.0 12.0 False None None False None False 2412.0 0 2877327 93971 None I No.353 Aluminium round shape handle powder coated outer dia 100 mm No 60.0 60.0 8.0 False None None False None False 480.0 0 2877328 93971 None I No.354 Stainless steel screws 25 mm x4 mm No 42.0 42.0 200.0 False None None False None False 8400.0 0 2877329 93971 None I No.355 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 2877330 93971 None I No.356 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge. PN 16 Pipe SDR 7.4 40 mm OD Rmtr 484.05 484.05 15.0 False None None False None False 7260.75 0 2877331 93971 None I No.357 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 75mm dia. 6 kgorsqcm and class 3 Rmtr 220.5 220.5 10.0 False None None False None False 2205.0 0 2877332 93971 None I No.358 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 110mm dia. 6 kgorsqcm and class 3 Rmtr 413.7 413.7 10.0 False None None False None False 4137.0 0 2877333 93971 None I No.359 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm No 1122.45 1122.45 1.0 False None None False None False 1122.45 0 2877334 93971 None I No.360 Providing and fixing white vitreous china pedestal type water closet European type with seat and lid 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I. brackets 40 mm flush bend overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid No 5255.25 5255.25 1.0 False None None False None False 5255.25 0 2877335 93971 None I No.361 Providing and fixing 8 mm dia C.P. or S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer in charge. No 259.35 259.35 1.0 False None None False None False 259.35 0 2877336 93971 None I No.362 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 16 mm OD Rmtr 254.25 254.25 10.0 False None None False None False 2542.5 0 2877337 93971 None I No.363 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 20 mm OD Rmtr 189.0 189.0 5.0 False None None False None False 945.0 0 2877338 93971 None I No.364 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 25 mm OD Rmtr 238.35 238.35 5.0 False None None False None False 1191.75 0 2877339 93971 None I No.365 Gunmetal non return valve vertical screwed end 25 mm dia Rmtr 420.0 420.0 5.0 False None None False None False 2100.0 0 2877340 93971 None I No.366 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kgorm3 and minimum compressive strength of 4.00 Normm2 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 1255.8 1255.8 1.5 False None None False None False 1883.7 0 2877341 93971 None I No.367 Providing 15 mm cement plaster with cement mortar 1 3 1 cement 3 coarse sand finished with a floating coat of neat cement on the rough side of single or half brick wall 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 326.55 326.55 3.0 False None None False None False 979.65 0 2877342 93971 None I No.368 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 6.0 False None None False None False 1171.8 0 2877343 93971 None I No.369 Refilling available earth around trenchesorpipelines 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 128.1 128.1 6.0 False None None False None False 768.6 0 2877344 93971 None I No.370 Supplying lowering laying jointing testing and commissioning of Glazed Stone Ware Pipes of following dia conforming to IS 651 1992 IS 4127 with latest amendments including conveying to work site caulking with hemp dipped in tar and jointing with CM 1 1.5 using OPC perfect linking and curing for 10 days and testing with wateretc. with all lead lifts and as per Technical Specifications. The cost to include the cost of all jointing materials necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes Rmtr 489.3 489.3 19.12 False None None False None False 9355.416 0 2877345 93971 None I No.371 Refilling available earth around trenchesorpipelines 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 128.1 128.1 19.12 False None None False None False 2449.272 0 2877346 93971 None I No.372 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm inner dimensions with modular bricks of CD 75 in cement mortar 1 6 bed concrete 150mm thick with 1 3 6 plastering 12 mm thick with cement mortar 1 4 CC 1 2 4 coping 75mm thk for fixing CI cover and frame etc. excluding the cost of CI frame and cover. No 4592.7 4592.7 1.0 False None None False None False 4592.7 0 2877347 93971 None I No.373 C.P.brass trap40 mm dia No 315.0 315.0 2.0 False None None False None False 630.0 0 2877348 93971 None I No.374 600 mm long towel rail with total length of 645 mm width 78 mm and effective height of 88 mm weighing not less than 190 g No 380.0 380.0 1.0 False None None False None False 380.0 0 2877349 93971 None I No.375 Providing and fixing C.P. brass stop cock concealed of standard design and of approved make conforming to IS 8931. No 577.0 577.0 2.0 False None None False None False 1154.0 0 2877350 93971 None I No.376 Providing and fixing C.P. brass long Noe bib cock of approved quality conforming to IS standards and weighing not less than 810 g. No 674.0 674.0 2.0 False None None False None False 1348.0 0 2877351 93971 None I No.377 Providing and fixing mirror of superior glass of approved quality and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm No 1476.0 1476.0 1.0 False None None False None False 1476.0 0 2877352 93971 None I No.378 Providing and fixing wash basin with C.I. brackets 15 mm dia CP Brass single hole basin mixer of approved quality and make including painting of fittings and brackets cutting and making good the walls wherever required using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer No 3599.0 3599.0 2.0 False None None False None False 7198.0 0 2877353 93971 None I No.379 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 3.24 False None None False None False 632.772 0 2877354 93971 None I No.380 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 4.86 False None None False None False 1168.587 0 2877355 93971 None I No.381 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 0.54 False None None False None False 3149.118 0 2877356 93971 None I No.382 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9742.95 9742.95 0.97 False None None False None False 9450.6615 0 2877357 93971 None I No.383 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 2.23 False None None False None False 15664.635 0 2877358 93971 None I No.384 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 Kg 96.6 96.6 97.2 False None None False None False 9389.52 0 2877359 93971 None I No.385 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 223.65 223.65 15.49 False None None False None False 3464.3385 0 2877360 93971 None I No.386 Providing and fixing 455x610 mm cast iron cover with frame weight to be not less 38Kg weight of cover 23 Kg and weight of frame 15 Kg and necessary locking arrangements with M.S flats 32x6 mm etc and painting with two or more coats with black Japan paint etc. complete as directed by the engineer in charge. No 1981.35 1981.35 1.0 False None None False None False 1981.35 0 2877361 93971 None I No.387 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 27.1 False None None False None False 21198.975 0 2877362 93971 None I No.388 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and leveling the ground for all works other than foundation and depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage and other appurtenances required to complete the work. Sqm 73.5 73.5 90.0 False None None False None False 6615.0 0 2877363 93971 None I No.389 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 19.54 False None None False None False 3816.162 0 2877364 93971 None I No.390 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 39.1 False None None False None False 9401.595 0 2877365 93971 None I No.391 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment creating continuous chemical barrier under and around the column pits walls trenches basement excavation top surface of the plinth filling junction of wall and floor along the external periMtr of building expansion joints over the top surface of consolidated earth on which apron is to be laid surrounding of pipes and conduits with Chlorpyriphos 20Percentage E.C. or Lindane 20Percentage E.C. at 3.19 lorm2 including cost of chemical diluting in water to one percent concentration labour usage charges of machinery complete as per specifications. Sqm 99.75 99.75 61.27 False None None False None False 6111.6825 0 2877366 93971 None I No.392 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 13.36 False None None False None False 77911.512 0 2877367 93971 None I No.393 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Footing Including 8Percentage for Centering Cum 6767.71 6767.71 8.01 False None None False None False 54209.3571 0 2877368 93971 None I No.394 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 10652.88 10652.88 1.17 False None None False None False 12463.8696 0 2877369 93971 None I No.395 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for GBorPB Including 50Percentage for Centering Cum 9399.6 9399.6 3.86 False None None False None False 36282.456 0 2877370 93971 None I No.396 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 11034.86 11034.86 3.22 False None None False None False 35532.2492 0 2877371 93971 None I No.397 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for lintel Including 60Percentage for Centering Cum 10385.76 10385.76 2.01 False None None False None False 20875.3776 0 2877372 93971 None I No.398 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for SlaborStaircase Including 50Percentage for Centering Cum 9736.65 9736.65 6.36 False None None False None False 61925.094 0 2877373 93971 None I No.399 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Roof beams Including 60Percentage for Centering Cum 10385.76 10385.76 4.37 False None None False None False 45385.7712 0 2877374 93971 None I No.400 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1 6 1 cement 6 coarse sand Cum 4987.5 4987.5 11.24 False None None False None False 56059.5 0 2877375 93971 None I No.401 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. Cum 214.2 214.2 46.48 False None None False None False 9956.016 0 2877376 93971 None I No.402 Construction of Embankment by excavating the available approved Gravelor 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 usageand all other appurtenaces required to complete the work. Cum 422.1 422.1 3.79 False None None False None False 1599.759 0 2877377 93971 None I No.403 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 26.0 False None None False None False 182637.0 0 2877378 93971 None I No.404 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1 3 1 cement 3 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Sqm 938.7 938.7 13.15 False None None False None False 12343.905 0 2877379 93971 None I No.405 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 Kg 87.15 87.15 2377.02 False None None False None False 207157.293 0 2877380 93971 None I No.406 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 137.55 137.55 265.54 False None None False None False 36525.027 0 2877381 93971 None I No.407 Providing and fixing of 2.5 track x 2 panel sliding windows made out of multi chambered UPVC Matching to RAL 9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain Sqm 7058.1 7058.1 6.12 False None None False None False 43195.572 0 2877382 93971 None I No.408 Providing and laying Polished Granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm average thick base of cement mortar 1 4 1 cement 4 coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing curing and polishing etc. all complete as specified and as directed by the Engineer in Charge.** Polished Granite stone slab Black Cherry Red Brown Cat Eye River Pink or equivalent. Sqm 3013.5 3013.5 20.42 False None None False None False 61535.67 0 2877383 93971 None I No.409 Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer with water absorption less than 0.08 Percentage and conforming to I.S. 15622 of approved make in all colours and shade over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand jointing with grey cement slurry at 3.3 kgor m2 including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 600x600 mm Sqm 1157.1 1157.1 35.52 False None None False None False 41100.192 0 2877384 93971 None I No.410 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS 15622 thickness to be specified by the manufacturer of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer in Charge in skirting risers of steps and dados over 12 mm thick bed of cement Mortar 1 3 1 cement 3 coarse sand and jointing with grey cement slurry at 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 651.0 651.0 2.88 False None None False None False 1874.88 0 2877385 93971 None I No.411 Providing skirting dadooing rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1 3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials labour complete as per specifications. Sqm 1088.85 1088.85 13.18 False None None False None False 14351.043 0 2877386 93971 None I No.412 Providing and fixing stainless steel Grade 304 railing made of Hollow tubes channels plates etc. including welding grinding buffing polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete iorc fixing the railing with necessary accessories and stainless steel dash fasteners stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts bolts fasteners etc. including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. Kg 525.0 525.0 40.5 False None None False None False 21262.5 0 2877387 93971 None I No.413 Providing 20 mm cement plaster of mix 1 6 1 cement 6 fine sand to brickorstone 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 289.8 289.8 14.12 False None None False None False 4091.976 0 2877388 93971 None I No.414 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 223.65 223.65 155.14 False None None False None False 34697.061 0 2877389 93971 None I No.415 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge Sqm 87.15 87.15 203.48 False None None False None False 17733.282 0 2877390 93971 None I No.416 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 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 322.35 322.35 157.96 False None None False None False 50918.406 0 2877391 93971 None I No.417 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge Sqm 99.75 99.75 203.49 False None None False None False 20298.1275 0 2877392 93971 None I No.418 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltror10 m² over and including priming coat of exterior primer applied at 2.20 kgor10 m² 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 142.8 142.8 172.09 False None None False None False 24574.452 0 2877393 93971 None I No.419 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 94.5 94.5 32.87 False None None False None False 3106.215 0 2877394 93971 None I No.420 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 64.15 False None None False None False 50181.3375 0 2877395 93971 None I No.421 Providing Mathi or Nandi wood wrought and putup for purlins common rafters and similar work including cost of materials labour usage charges complete as per Specifications. Cum 77658.0 77658.0 0.15 False None None False None False 11648.7 0 2877396 93971 None I No.422 Providing and fixing flush door shutter made out of solid core block board type well seasoned chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per spcification. do 30 mm thick one side teak and one side commercial Sqm 3411.45 3411.45 5.67 False None None False None False 19342.9215 0 2877397 93971 None I No.423 Providing and fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm 19 gauge for stiles and 15x15mm for top and bottom rails covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide Prelaminated PVC Sheets for top rail lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc. Complete as per manufacturers specification and direction of Engineer in charge fixed to frames with 3 No of 75mm Aluminium hinges. do with one side prelam Sqm 2998.8 2998.8 1.57 False None None False None False 4708.116 0 2877398 93971 None I No.424 Providing and fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm made out of extruded 5mm rigid PVC foam sheet Mtred cut at corners and jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65or80mm size complete as per manufacturers specification and direction of Engineer in charge. Sqm 498.75 498.75 1.57 False None None False None False 783.0375 0 2877399 93971 None I No.425 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1 3 6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials labour charges complete as per specifications No 1555.05 1555.05 4.0 False None None False None False 6220.2 0 2877400 93971 None I No.426 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90 ltror10 m² over an under coat of primer applied at0.75 ltror10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil grease dirt and foreign matter sand papering and knotting cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 110.25 110.25 14.74 False None None False None False 1625.085 0 2877401 93971 None I No.427 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm heavy type No 201.0 201.0 12.0 False None None False None False 2412.0 0 2877402 93971 None I No.428 Aluminium round shape handle powder coated outer dia 100 mm No 60.0 60.0 8.0 False None None False None False 480.0 0 2877403 93971 None I No.429 Stainless steel screws 25 mm x4 mm No 42.0 42.0 200.0 False None None False None False 8400.0 0 2877404 93971 None I No.430 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 2877405 93971 None I No.431 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge. PN 16 Pipe SDR 7.4 40 mm OD Rmtr 484.05 484.05 15.0 False None None False None False 7260.75 0 2877406 93971 None I No.432 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 75mm dia. 6 kgorsqcm and class 3 Rmtr 220.5 220.5 10.0 False None None False None False 2205.0 0 2877407 93971 None I No.433 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 110mm dia. 6 kgorsqcm and class 3 Rmtr 413.7 413.7 10.0 False None None False None False 4137.0 0 2877408 93971 None I No.434 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm No 1122.45 1122.45 1.0 False None None False None False 1122.45 0 2877409 93971 None I No.435 Providing and fixing white vitreous china pedestal type water closet European type with seat and lid 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I. brackets 40 mm flush bend overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid No 5255.25 5255.25 1.0 False None None False None False 5255.25 0 2877410 93971 None I No.436 Providing and fixing 8 mm dia C.P. or S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer in charge. No 259.35 259.35 1.0 False None None False None False 259.35 0 2877411 93971 None I No.437 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 16 mm OD Rmtr 254.25 254.25 10.0 False None None False None False 2542.5 0 2877412 93971 None I No.438 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 20 mm OD Rmtr 189.0 189.0 5.0 False None None False None False 945.0 0 2877413 93971 None I No.439 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 25 mm OD Rmtr 238.35 238.35 5.0 False None None False None False 1191.75 0 2877414 93971 None I No.440 Gunmetal non return valve vertical screwed end 25 mm dia Rmtr 420.0 420.0 5.0 False None None False None False 2100.0 0 2877415 93971 None I No.441 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kgorm3 and minimum compressive strength of 4.00 Normm2 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 1255.8 1255.8 1.5 False None None False None False 1883.7 0 2877416 93971 None I No.442 Providing 15 mm cement plaster with cement mortar 1 3 1 cement 3 coarse sand finished with a floating coat of neat cement on the rough side of single or half brick wall 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 326.55 326.55 3.0 False None None False None False 979.65 0 2877417 93971 None I No.443 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 6.0 False None None False None False 1171.8 0 2877418 93971 None I No.444 Refilling available earth around trenchesorpipelines 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 128.1 128.1 6.0 False None None False None False 768.6 0 2877419 93971 None I No.445 Supplying lowering laying jointing testing and commissioning of Glazed Stone Ware Pipes of following dia conforming to IS 651 1992 IS 4127 with latest amendments including conveying to work site caulking with hemp dipped in tar and jointing with CM 1 1.5 using OPC perfect linking and curing for 10 days and testing with wateretc. with all lead lifts and as per Technical Specifications. The cost to include the cost of all jointing materials necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes Rmtr 489.3 489.3 19.12 False None None False None False 9355.416 0 2877420 93971 None I No.446 Refilling available earth around trenchesorpipelines 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 128.1 128.1 19.12 False None None False None False 2449.272 0 2877421 93971 None I No.447 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm inner dimensions with modular bricks of CD 75 in cement mortar 1 6 bed concrete 150mm thick with 1 3 6 plastering 12 mm thick with cement mortar 1 4 CC 1 2 4 coping 75mm thk for fixing CI cover and frame etc. excluding the cost of CI frame and cover. No 4592.7 4592.7 1.0 False None None False None False 4592.7 0 2877422 93971 None I No.448 C.P.brass trap40 mm dia No 315.0 315.0 2.0 False None None False None False 630.0 0 2877423 93971 None I No.449 600 mm long towel rail with total length of 645 mm width 78 mm and effective height of 88 mm weighing not less than 190 g No 380.0 380.0 1.0 False None None False None False 380.0 0 2877424 93971 None I No.450 Providing and fixing C.P. brass stop cock concealed of standard design and of approved make conforming to IS 8931. No 577.0 577.0 2.0 False None None False None False 1154.0 0 2877425 93971 None I No.451 Providing and fixing C.P. brass long Noe bib cock of approved quality conforming to IS standards and weighing not less than 810 g. No 674.0 674.0 2.0 False None None False None False 1348.0 0 2877426 93971 None I No.452 Providing and fixing mirror of superior glass of approved quality and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm No 1476.0 1476.0 1.0 False None None False None False 1476.0 0 2877427 93971 None I No.453 Providing and fixing wash basin with C.I. brackets 15 mm dia CP Brass single hole basin mixer of approved quality and make including painting of fittings and brackets cutting and making good the walls wherever required using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer No 3599.0 3599.0 2.0 False None None False None False 7198.0 0 2877428 93971 None I No.454 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 3.24 False None None False None False 632.772 0 2877429 93971 None I No.455 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 4.86 False None None False None False 1168.587 0 2877430 93971 None I No.456 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 0.54 False None None False None False 3149.118 0 2877431 93971 None I No.457 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9742.95 9742.95 0.97 False None None False None False 9450.6615 0 2877432 93971 None I No.458 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 2.23 False None None False None False 15664.635 0 2877433 93971 None I No.459 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 Kg 96.6 96.6 97.2 False None None False None False 9389.52 0 2877434 93971 None I No.460 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 223.65 223.65 15.49 False None None False None False 3464.3385 0 2877435 93971 None I No.461 Providing and fixing 455x610 mm cast iron cover with frame weight to be not less 38Kg weight of cover 23 Kg and weight of frame 15 Kg and necessary locking arrangements with M.S flats 32x6 mm etc and painting with two or more coats with black Japan paint etc. complete as directed by the engineer in charge. No 1981.35 1981.35 1.0 False None None False None False 1981.35 0 2877436 93971 None I No.462 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 27.1 False None None False None False 21198.975 0 2877437 93971 None I No.463 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and leveling the ground for all works other than foundation and depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage and other appurtenances required to complete the work. Sqm 73.5 73.5 90.0 False None None False None False 6615.0 0 2877438 93971 None I No.464 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 19.54 False None None False None False 3816.162 0 2877439 93971 None I No.465 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 39.1 False None None False None False 9401.595 0 2877440 93971 None I No.466 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment creating continuous chemical barrier under and around the column pits walls trenches basement excavation top surface of the plinth filling junction of wall and floor along the external periMtr of building expansion joints over the top surface of consolidated earth on which apron is to be laid surrounding of pipes and conduits with Chlorpyriphos 20Percentage E.C. or Lindane 20Percentage E.C. at 3.19 lorm2 including cost of chemical diluting in water to one percent concentration labour usage charges of machinery complete as per specifications. Sqm 99.75 99.75 61.27 False None None False None False 6111.6825 0 2877441 93971 None I No.467 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 13.36 False None None False None False 77911.512 0 2877442 93971 None I No.468 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Footing Including 8Percentage for Centering Cum 6767.71 6767.71 8.01 False None None False None False 54209.3571 0 2877443 93971 None I No.469 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 10652.88 10652.88 1.17 False None None False None False 12463.8696 0 2877444 93971 None I No.470 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for GBorPB Including 50Percentage for Centering Cum 9399.6 9399.6 3.86 False None None False None False 36282.456 0 2877445 93971 None I No.471 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 11034.86 11034.86 3.22 False None None False None False 35532.2492 0 2877446 93971 None I No.472 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for lintel Including 60Percentage for Centering Cum 10385.76 10385.76 2.01 False None None False None False 20875.3776 0 2877447 93971 None I No.473 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for SlaborStaircase Including 50Percentage for Centering Cum 9736.65 9736.65 6.36 False None None False None False 61925.094 0 2877448 93971 None I No.474 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Roof beams Including 60Percentage for Centering Cum 10385.76 10385.76 4.37 False None None False None False 45385.7712 0 2877449 93971 None I No.475 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1 6 1 cement 6 coarse sand Cum 4987.5 4987.5 11.24 False None None False None False 56059.5 0 2877450 93971 None I No.476 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. Cum 214.2 214.2 46.48 False None None False None False 9956.016 0 2877451 93971 None I No.477 Construction of Embankment by excavating the available approved Gravelor 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 usageand all other appurtenaces required to complete the work. Cum 422.1 422.1 3.79 False None None False None False 1599.759 0 2877452 93971 None I No.478 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 26.0 False None None False None False 182637.0 0 2877453 93971 None I No.479 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1 3 1 cement 3 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Sqm 938.7 938.7 13.15 False None None False None False 12343.905 0 2877454 93971 None I No.480 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 Kg 87.15 87.15 2377.02 False None None False None False 207157.293 0 2877455 93971 None I No.481 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 137.55 137.55 265.54 False None None False None False 36525.027 0 2877456 93971 None I No.482 Providing and fixing of 2.5 track x 2 panel sliding windows made out of multi chambered UPVC Matching to RAL 9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass standard hardwareand single point locking system with touch lock. Sqm 7058.1 7058.1 6.12 False None None False None False 43195.572 0 2877457 93971 None I No.483 Providing and laying Polished Granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm average thick base of cement mortar 1 4 1 cement 4 coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing curing and polishing etc. all complete as specified and as directed by the Engineer in Charge.** Polished Granite stone slab Black Cherry Red Brown Cat Eye River Pink or equivalent. Sqm 3013.5 3013.5 20.42 False None None False None False 61535.67 0 2877458 93971 None I No.484 Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer with water absorption less than 0.08 Percentage and conforming to I.S. 15622 of approved make in all colours and shade over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand jointing with grey cement slurry at 3.3 kgor m2 including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 600x600 mm Sqm 1157.1 1157.1 35.51 False None None False None False 41088.621 0 2877459 93971 None I No.485 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS 15622 thickness to be specified by the manufacturer of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer in Charge in skirting risers of steps and dados over 12 mm thick bed of cement Mortar 1 3 1 cement 3 coarse sand and jointing with grey cement slurry at 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 651.0 651.0 2.88 False None None False None False 1874.88 0 2877460 93971 None I No.486 Providing skirting dadooing rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1 3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials labour complete as per specifications. Sqm 1088.85 1088.85 13.18 False None None False None False 14351.043 0 2877461 93971 None I No.487 Providing and fixing stainless steel Grade 304 railing made of Hollow tubes channels plates etc. including welding grinding buffing polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete iorc fixing the railing with necessary accessories and stainless steel dash fasteners stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts bolts fasteners etc. including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. Kg 525.0 525.0 40.5 False None None False None False 21262.5 0 2877462 93971 None I No.488 Providing 20 mm cement plaster of mix 1 6 1 cement 6 fine sand to brickorstone 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 289.8 289.8 14.12 False None None False None False 4091.976 0 2877463 93971 None I No.489 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 223.65 223.65 155.14 False None None False None False 34697.061 0 2877464 93971 None I No.490 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge Sqm 87.15 87.15 203.48 False None None False None False 17733.282 0 2877465 93971 None I No.491 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 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 322.35 322.35 157.96 False None None False None False 50918.406 0 2877466 93971 None I No.492 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge Sqm 99.75 99.75 203.48 False None None False None False 20297.13 0 2877467 93971 None I No.493 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltror10 m² over and including priming coat of exterior primer applied at 2.20 kgor10 m² 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 142.8 142.8 172.09 False None None False None False 24574.452 0 2877468 93971 None I No.494 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 94.5 94.5 32.87 False None None False None False 3106.215 0 2877469 93971 None I No.495 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 64.15 False None None False None False 50181.3375 0 2877470 93971 None I No.496 Providing Mathi or Nandi wood wrought and putup for purlins common rafters and similar work including cost of materials labour usage charges complete as per Specifications. Cum 77658.0 77658.0 0.15 False None None False None False 11648.7 0 2877471 93971 None I No.497 Providing and fixing flush door shutter made out of solid core block board type well seasoned chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per spcification. do 30 mm thick one side teak and one side commercial Sqm 3411.45 3411.45 5.67 False None None False None False 19342.9215 0 2877472 93971 None I No.498 Providing and fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm 19 gauge for stiles and 15x15mm for top and bottom rails covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide Prelaminated PVC Sheets for top rail lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc. Complete as per manufacturers specification and direction of Engineer in charge fixed to frames with 3 No of 75mm Aluminium hinges. do with one side prelam Sqm 2998.8 2998.8 1.57 False None None False None False 4708.116 0 2877473 93971 None I No.499 Providing and fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm made out of extruded 5mm rigid PVC foam sheet Mtred cut at corners and jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65or80mm size complete as per manufacturers specification and direction of Engineer in charge. Sqm 498.75 498.75 1.57 False None None False None False 783.0375 0 2877474 93971 None I No.500 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1 3 6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials labour charges complete as per specifications No 1555.05 1555.05 4.0 False None None False None False 6220.2 0 2877475 93971 None I No.501 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90 ltror10 m² over an under coat of primer applied at0.75 ltror10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil grease dirt and foreign matter sand papering and knotting cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 110.25 110.25 14.74 False None None False None False 1625.085 0 2877476 93971 None I No.502 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm heavy type No 201.0 201.0 12.0 False None None False None False 2412.0 0 2877477 93971 None I No.503 Aluminium round shape handle powder coated outer dia 100 mm No 60.0 60.0 8.0 False None None False None False 480.0 0 2877478 93971 None I No.504 Stainless steel screws 25 mm x4 mm No 42.0 42.0 200.0 False None None False None False 8400.0 0 2877479 93971 None I No.505 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 2877480 93971 None I No.506 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge. PN 16 Pipe SDR 7.4 40 mm OD Rmtr 484.05 484.05 15.0 False None None False None False 7260.75 0 2877481 93971 None I No.507 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 75mm dia. 6 kgorsqcm and class 3 Rmtr 220.5 220.5 10.0 False None None False None False 2205.0 0 2877482 93971 None I No.508 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 110mm dia. 6 kgorsqcm and class 3 Rmtr 413.7 413.7 10.0 False None None False None False 4137.0 0 2877483 93971 None I No.509 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm No 1122.45 1122.45 1.0 False None None False None False 1122.45 0 2877484 93971 None I No.510 Providing and fixing white vitreous china pedestal type water closet European type with seat and lid 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I. brackets 40 mm flush bend overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid No 5255.25 5255.25 1.0 False None None False None False 5255.25 0 2877485 93971 None I No.511 Providing and fixing 8 mm dia C.P. or S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer in charge. No 259.35 259.35 1.0 False None None False None False 259.35 0 2877486 93971 None I No.512 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 16 mm OD Rmtr 254.25 254.25 10.0 False None None False None False 2542.5 0 2877487 93971 None I No.513 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 20 mm OD Rmtr 189.0 189.0 5.0 False None None False None False 945.0 0 2877488 93971 None I No.514 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 25 mm OD Rmtr 238.35 238.35 5.0 False None None False None False 1191.75 0 2877489 93971 None I No.515 Gunmetal non return valve vertical screwed end 25 mm dia Rmtr 420.0 420.0 5.0 False None None False None False 2100.0 0 2877490 93971 None I No.516 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kgorm3 and minimum compressive strength of 4.00 Normm2 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 1255.8 1255.8 1.5 False None None False None False 1883.7 0 2877491 93971 None I No.517 Providing 15 mm cement plaster with cement mortar 1 3 1 cement 3 coarse sand finished with a floating coat of neat cement on the rough side of single or half brick wall 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 326.55 326.55 3.0 False None None False None False 979.65 0 2877492 93971 None I No.518 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 6.0 False None None False None False 1171.8 0 2877493 93971 None I No.519 Refilling available earth around trenchesorpipelines 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 128.1 128.1 6.0 False None None False None False 768.6 0 2877494 93971 None I No.520 Supplying lowering laying jointing testing and commissioning of Glazed Stone Ware Pipes of following dia conforming to IS 651 1992 IS 4127 with latest amendments including conveying to work site caulking with hemp dipped in tar and jointing with CM 1 1.5 using OPC perfect linking and curing for 10 days and testing with wateretc. with all lead lifts and as per Technical Specifications. The cost to include the cost of all jointing materials necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes Rmtr 489.3 489.3 19.12 False None None False None False 9355.416 0 2877495 93971 None I No.521 Refilling available earth around trenchesorpipelines 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 128.1 128.1 19.12 False None None False None False 2449.272 0 2877496 93971 None I No.522 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm inner dimensions with modular bricks of CD 75 in cement mortar 1 6 bed concrete 150mm thick with 1 3 6 plastering 12 mm thick with cement mortar 1 4 CC 1 2 4 coping 75mm thk for fixing CI cover and frame etc. excluding the cost of CI frame and cover. No 4592.7 4592.7 1.0 False None None False None False 4592.7 0 2877497 93971 None I No.523 C.P.brass trap40 mm dia No 315.0 315.0 2.0 False None None False None False 630.0 0 2877498 93971 None I No.524 600 mm long towel rail with total length of 645 mm width 78 mm and effective height of 88 mm weighing not less than 190 g No 380.0 380.0 1.0 False None None False None False 380.0 0 2877499 93971 None I No.525 Providing and fixing C.P. brass stop cock concealed of standard design and of approved make conforming to IS 8931. No 577.0 577.0 2.0 False None None False None False 1154.0 0 2877500 93971 None I No.526 Providing and fixing C.P. brass long Noe bib cock of approved quality conforming to IS standards and weighing not less than 810 g. No 674.0 674.0 2.0 False None None False None False 1348.0 0 2877501 93971 None I No.527 Providing and fixing mirror of superior glass of approved quality and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm No 1476.0 1476.0 1.0 False None None False None False 1476.0 0 2877502 93971 None I No.528 Providing and fixing wash basin with C.I. brackets 15 mm dia CP Brass single hole basin mixer of approved quality and make including painting of fittings and brackets cutting and making good the walls wherever required using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer No 3599.0 3599.0 2.0 False None None False None False 7198.0 0 2877503 93971 None I No.529 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 3.24 False None None False None False 632.772 0 2877504 93971 None I No.530 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 4.86 False None None False None False 1168.587 0 2877505 93971 None I No.531 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 0.54 False None None False None False 3149.118 0 2877506 93971 None I No.532 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9742.95 9742.95 0.97 False None None False None False 9450.6615 0 2877507 93971 None I No.533 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 2.23 False None None False None False 15664.635 0 2877508 93971 None I No.534 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 Kg 96.6 96.6 97.2 False None None False None False 9389.52 0 2877509 93971 None I No.535 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 223.65 223.65 15.49 False None None False None False 3464.3385 0 2877510 93971 None I No.536 Providing and fixing 455x610 mm cast iron cover with frame weight to be not less 38Kg weight of cover 23 Kg and weight of frame 15 Kg and necessary locking arrangements with M.S flats 32x6 mm etc and painting with two or more coats with black Japan paint etc. complete as directed by the engineer in charge. No 1981.35 1981.35 1.0 False None None False None False 1981.35 0 2877511 93971 None I No.537 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 27.09 False None None False None False 21191.1525 0 2877512 93971 None I No.538 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and leveling the ground for all works other than foundation and depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage and other appurtenances required to complete the work. Sqm 73.5 73.5 90.0 False None None False None False 6615.0 0 2877513 93971 None I No.539 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 19.54 False None None False None False 3816.162 0 2877514 93971 None I No.540 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 39.08 False None None False None False 9396.786 0 2877515 93971 None I No.541 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment creating continuous chemical barrier under and around the column pits walls trenches basement excavation top surface of the plinth filling junction of wall and floor along the external periMtr of building expansion joints over the top surface of consolidated earth on which apron is to be laid surrounding of pipes and conduits with Chlorpyriphos 20Percentage E.C. or Lindane 20Percentage E.C. at 3.19 lorm2 including cost of chemical diluting in water to one percent concentration labour usage charges of machinery complete as per specifications. Sqm 99.75 99.75 61.27 False None None False None False 6111.6825 0 2877516 93971 None I No.542 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 13.36 False None None False None False 77911.512 0 2877517 93971 None I No.543 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Footing Including 8Percentage for Centering Cum 6767.71 6767.71 8.01 False None None False None False 54209.3571 0 2877518 93971 None I No.544 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 10652.88 10652.88 1.17 False None None False None False 12463.8696 0 2877519 93971 None I No.545 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for GBorPB Including 50Percentage for Centering Cum 9399.6 9399.6 3.85 False None None False None False 36188.46 0 2877520 93971 None I No.546 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Columns Including 70Percentage for Centering Cum 11034.86 11034.86 3.22 False None None False None False 35532.2492 0 2877521 93971 None I No.547 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for lintel Including 60Percentage for Centering Cum 10385.76 10385.76 2.01 False None None False None False 20875.3776 0 2877522 93971 None I No.548 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for SlaborStaircase Including 50Percentage for Centering Cum 9736.65 9736.65 6.36 False None None False None False 61925.094 0 2877523 93971 None I No.549 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates RCC for Roof beams Including 60Percentage for Centering Cum 10385.76 10385.76 4.37 False None None False None False 45385.7712 0 2877524 93971 None I No.550 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1 6 1 cement 6 coarse sand Cum 4987.5 4987.5 11.24 False None None False None False 56059.5 0 2877525 93971 None I No.551 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. Cum 214.2 214.2 46.48 False None None False None False 9956.016 0 2877526 93971 None I No.552 Construction of Embankment by excavating the available approved Gravelor 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 usageand all other appurtenaces required to complete the work. Cum 422.1 422.1 3.79 False None None False None False 1599.759 0 2877527 93971 None I No.553 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 25.99 False None None False None False 182566.755 0 2877528 93971 None I No.554 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1 3 1 cement 3 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Sqm 938.7 938.7 13.15 False None None False None False 12343.905 0 2877529 93971 None I No.555 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 Kg 87.15 87.15 2377.02 False None None False None False 207157.293 0 2877530 93971 None I No.556 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 137.55 137.55 265.54 False None None False None False 36525.027 0 2877531 93971 None I No.557 Providing and fixing of 2.5 track x 2 panel sliding windows made out of multi chambered UPVC Matching to RAL 9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass standard hardwareand single point Sqm 7058.1 7058.1 6.12 False None None False None False 43195.572 0 2877532 93971 None I No.558 Providing and laying Polished Granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm average thick base of cement mortar 1 4 1 cement 4 coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing curing and polishing etc. all complete as specified and as directed by the Engineer in Charge.** Polished Granite stone slab Black Cherry Red Brown Cat Eye River Pink or equivalent. Sqm 3013.5 3013.5 20.42 False None None False None False 61535.67 0 2877533 93971 None I No.559 Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer with water absorption less than 0.08 Percentage and conforming to I.S. 15622 of approved make in all colours and shade over 12 mm thick bed of cement mortar 1 3 1 cement 3 coarse sand jointing with grey cement slurry at 3.3 kgor m2 including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 600x600 mm Sqm 1157.1 1157.1 35.51 False None None False None False 41088.621 0 2877534 93971 None I No.560 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS 15622 thickness to be specified by the manufacturer of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer in Charge in skirting risers of steps and dados over 12 mm thick bed of cement Mortar 1 3 1 cement 3 coarse sand and jointing with grey cement slurry at 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 651.0 651.0 2.88 False None None False None False 1874.88 0 2877535 93971 None I No.561 Providing skirting dadooing rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1 3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials labour complete as per specifications. Sqm 1088.85 1088.85 13.18 False None None False None False 14351.043 0 2877536 93971 None I No.562 Providing and fixing stainless steel Grade 304 railing made of Hollow tubes channels plates etc. including welding grinding buffing polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete iorc fixing the railing with necessary accessories and stainless steel dash fasteners stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts bolts fasteners etc. including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. Kg 525.0 525.0 40.5 False None None False None False 21262.5 0 2877537 93971 None I No.563 Providing 20 mm cement plaster of mix 1 6 1 cement 6 fine sand to brickorstone 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 289.8 289.8 14.12 False None None False None False 4091.976 0 2877538 93971 None I No.564 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 223.65 223.65 155.14 False None None False None False 34697.061 0 2877539 93971 None I No.565 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge Sqm 87.15 87.15 203.48 False None None False None False 17733.282 0 2877540 93971 None I No.566 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 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 322.35 322.35 157.96 False None None False None False 50918.406 0 2877541 93971 None I No.567 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge Sqm 99.75 99.75 203.48 False None None False None False 20297.13 0 2877542 93971 None I No.568 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltror10 m² over and including priming coat of exterior primer applied at 2.20 kgor10 m² 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 142.8 142.8 172.09 False None None False None False 24574.452 0 2877543 93971 None I No.569 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 94.5 94.5 32.87 False None None False None False 3106.215 0 2877544 93971 None I No.570 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 64.15 False None None False None False 50181.3375 0 2877545 93971 None I No.571 Providing Mathi or Nandi wood wrought and putup for purlins common rafters and similar work including cost of materials labour usage charges complete as per Specifications. Cum 77658.0 77658.0 0.15 False None None False None False 11648.7 0 2877546 93971 None I No.572 Providing and fixing flush door shutter made out of solid core block board type well seasoned chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per spcification. do 30 mm thick one side teak and one side commercial Sqm 3411.45 3411.45 5.67 False None None False None False 19342.9215 0 2877547 93971 None I No.573 Providing and fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm 19 gauge for stiles and 15x15mm for top and bottom rails covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide Prelaminated PVC Sheets for top rail lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc. Complete as per manufacturers specification and direction of Engineer in charge fixed to frames with 3 No of 75mm Aluminium hinges. do with one side prelam Sqm 2998.8 2998.8 1.57 False None None False None False 4708.116 0 2877548 93971 None I No.574 Providing and fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm made out of extruded 5mm rigid PVC foam sheet Mtred cut at corners and jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65or80mm size complete as per manufacturers specification and direction of Engineer in charge. Sqm 498.75 498.75 1.57 False None None False None False 783.0375 0 2877549 93971 None I No.575 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1 3 6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials labour charges complete as per specifications No 1555.05 1555.05 4.0 False None None False None False 6220.2 0 2877550 93971 None I No.576 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90 ltror10 m² over an under coat of primer applied at0.75 ltror10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil grease dirt and foreign matter sand papering and knotting cost of materials labour complete as per specifications and as per directions of Engineer in charge. Sqm 110.25 110.25 14.74 False None None False None False 1625.085 0 2877551 93971 None I No.577 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm heavy type No 201.0 201.0 12.0 False None None False None False 2412.0 0 2877552 93971 None I No.578 Aluminium round shape handle powder coated outer dia 100 mm No 60.0 60.0 8.0 False None None False None False 480.0 0 2877553 93971 None I No.579 Stainless steel screws 25 mm x4 mm No 42.0 42.0 200.0 False None None False None False 8400.0 0 2877554 93971 None I No.580 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 2877555 93971 None I No.581 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge. PN 16 Pipe SDR 7.4 40 mm OD Rmtr 484.05 484.05 15.0 False None None False None False 7260.75 0 2877556 93971 None I No.582 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 75mm dia. 6 kgorsqcm and class 3 Rmtr 220.5 220.5 10.0 False None None False None False 2205.0 0 2877557 93971 None I No.583 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 110mm dia. 6 kgorsqcm and class 3 Rmtr 413.7 413.7 10.0 False None None False None False 4137.0 0 2877558 93971 None I No.584 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm No 1122.45 1122.45 1.0 False None None False None False 1122.45 0 2877559 93971 None I No.585 Providing and fixing white vitreous china pedestal type water closet European type with seat and lid 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I. brackets 40 mm flush bend overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid No 5255.25 5255.25 1.0 False None None False None False 5255.25 0 2877560 93971 None I No.586 Providing and fixing 8 mm dia C.P. or S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer in charge. No 259.35 259.35 1.0 False None None False None False 259.35 0 2877561 93971 None I No.587 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 16 mm OD Rmtr 254.25 254.25 10.0 False None None False None False 2542.5 0 2877562 93971 None I No.588 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 20 mm OD Rmtr 189.0 189.0 5.0 False None None False None False 945.0 0 2877563 93971 None I No.589 Providing and fixing 3 layer PP R Poly Propylene Random Copolymer pipes confirming to IS.15801 UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer In Charge.PN 16 Pipe SDR 7.4 25 mm OD Rmtr 238.35 238.35 5.0 False None None False None False 1191.75 0 2877564 93971 None I No.590 Gunmetal non return valve vertical screwed end 25 mm dia Rmtr 420.0 420.0 5.0 False None None False None False 2100.0 0 2877565 93971 None I No.591 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kgorm3 and minimum compressive strength of 4.00 Normm2 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 1255.8 1255.8 1.5 False None None False None False 1883.7 0 2877566 93971 None I No.592 Providing 15 mm cement plaster with cement mortar 1 3 1 cement 3 coarse sand finished with a floating coat of neat cement on the rough side of single or half brick wall 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 326.55 326.55 3.0 False None None False None False 979.65 0 2877567 93971 None I No.593 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 6.0 False None None False None False 1171.8 0 2877568 93971 None I No.594 Refilling available earth around trenchesorpipelines 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 128.1 128.1 6.0 False None None False None False 768.6 0 2877569 93971 None I No.595 Supplying lowering laying jointing testing and commissioning of Glazed Stone Ware Pipes of following dia conforming to IS 651 1992 IS 4127 with latest amendments including conveying to work site caulking with hemp dipped in tar and jointing with CM 1 1.5 using OPC perfect linking and curing for 10 days and testing with wateretc. with all lead lifts and as per Technical Specifications. The cost to include the cost of all jointing materials necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes Rmtr 489.3 489.3 19.12 False None None False None False 9355.416 0 2877570 93971 None I No.596 Refilling available earth around trenchesorpipelines 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 128.1 128.1 19.12 False None None False None False 2449.272 0 2877571 93971 None I No.597 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm inner dimensions with modular bricks of CD 75 in cement mortar 1 6 bed concrete 150mm thick with 1 3 6 plastering 12 mm thick with cement mortar 1 4 CC 1 2 4 coping 75mm thk for fixing CI cover and frame etc. excluding the cost of CI frame and cover. No 4592.7 4592.7 1.0 False None None False None False 4592.7 0 2877572 93971 None I No.598 C.P.brass trap40 mm dia No 315.0 315.0 2.0 False None None False None False 630.0 0 2877573 93971 None I No.599 600 mm long towel rail with total length of 645 mm width 78 mm and effective height of 88 mm weighing not less than 190 g No 380.0 380.0 1.0 False None None False None False 380.0 0 2877574 93971 None I No.600 Providing and fixing C.P. brass stop cock concealed of standard design and of approved make conforming to IS 8931. No 577.0 577.0 2.0 False None None False None False 1154.0 0 2877575 93971 None I No.601 Providing and fixing C.P. brass long Noe bib cock of approved quality conforming to IS standards and weighing not less than 810 g. No 674.0 674.0 2.0 False None None False None False 1348.0 0 2877576 93971 None I No.602 Providing and fixing mirror of superior glass of approved quality and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm No 1476.0 1476.0 1.0 False None None False None False 1476.0 0 2877577 93971 None I No.603 Providing and fixing wash basin with C.I. brackets 15 mm dia CP Brass single hole basin mixer of approved quality and make including painting of fittings and brackets cutting and making good the walls wherever required using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer No 3599.0 3599.0 2.0 False None None False None False 7198.0 0 2877578 93971 None I No.604 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. Cum 195.3 195.3 3.24 False None None False None False 632.772 0 2877579 93971 None I No.605 Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and levelling the ground for all works other than foundation and depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usageand other appurtenances required to complete the work. In ordinaryorsoft rock without blasting upto 1.5 m depth Cum 240.45 240.45 4.86 False None None False None False 1168.587 0 2877580 93971 None I No.606 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The graniteortraporbasalt 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 and 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 and formwork shall be paid separately Cum 5831.7 5831.7 0.54 False None None False None False 3149.118 0 2877581 93971 None I No.607 Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt 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 and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9742.95 9742.95 0.97 False None None False None False 9450.6615 0 2877582 93971 None I No.608 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. Cum 7024.5 7024.5 2.23 False None None False None False 15664.635 0 2877583 93971 None I No.609 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 Kg 96.6 96.6 97.2 False None None False None False 9389.52 0 2877584 93971 None I No.610 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 223.65 223.65 15.49 False None None False None False 3464.3385 0 2877585 93971 None I No.611 Providing and fixing 455x610 mm cast iron cover with frame weight to be not less 38Kg weight of cover 23 Kg and weight of frame 15 Kg and necessary locking arrangements with M.S flats 32x6 mm etc and painting with two or more coats with black Japan paint etc. complete as directed by the engineer in charge. No 1981.35 1981.35 1.0 False None None False None False 1981.35 0 2877586 93971 None I No.612 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceorChajjasorSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6kg per m2 to achieve final DFT dry film thickness of 1mm including prime coat of epoxy primer at150 g per m2 and protection with 120gsm Geo textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification and with a 10 years warranty on product and work from certified manufacturers as per the direction of the Engineer In charge.specifications. Sqm 782.25 782.25 27.09 False None None False None False 21191.1525 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709303748000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709303748000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709303748000 1 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1709303777000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1709303784000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1709303789000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1709303794000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1709303802000 0 None None ELIGIBILITY Tenderers are required to read the Bid Documents carefully before submission of their bid. None 1709303807000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. None 1709303815000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time. None 1709303820000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27-07-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund. None 1709303846000 0 None None ELIGIBILITY The Tenderer shall scan Original Workdone certificates / Turnover Statements and any other documents specified by the employer and attach the scanned file to the Bid. The Original Documents shall be produced for physical verification within one week from the date of Technical bid opening. None 1709303852000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever. None 1709303855000 0 None None ELIGIBILITY The scanned copy of the Bank Guarantee or Fixed Deposit Receipts shall be uploaded in the e-procurement portal at the time of submission of bid and the originals of the same shall be submitted on or before technical bid opening date at the place of tender opening. None 1709303865000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weight age of 10% per year to bring them to the price level of the 2023-24. None 1709303870000 0 None None ELIGIBILITY All other terms & conditions as per the Tender Document. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer in his name should have in the last five years i.e., 2018-19 to 2022-23, satisfactorily completed, at least one similar Work of Value not less than Rs.163.82 Lakhs as Prime Contractor. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done Certificate issued by the officer not below the rank of Executive Engineer or Equivalent. None None None None The tenderer should have executed the following minimum quantities of work in any one year of last five years, i.e. 2018 to 2022-23: 1)Earthwork Excavation / Embankment-2547-00 Cum, 2)Cement Concrete (Plain and Reinforced)-550.00 Cum, 3)Steel Reinforcement/ Fabrication Work/ Structural Steel-64800.00 Kg & 4)Stone / Brick Masonry-517.00 Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done Certificate issued by the officer not below the rank of Executive Engineer or Equivalent. None None None None Owning the following key and critical equipment for this work 1)Excavator (Own)-01 No., 2) Tippers (1 Own and 1 Hire)-02 Nos., & 3)Self Loading Concrete mixer ( Ajax fiori, schwing stetter, SunBeam, Etc.,) (1 Own and 1 Hire)-02 Nos OR Concrete Batching Plant (Own)-01 No. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Invoices for equipments and Regestration certificate for vehicles and lease agreements from owners. None None None None Tenderer in his name should have in the last five years i.e., 2018-19 to 2022-23, achieved in at least two financial years a minimum annual financial turnover (in all classes of civil engineering construction works only) of Rs.655.26 lakhs (UDIN number is mandatory) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Certified balance sheet issued by Charted accountant (With profit loss statement) None None None None Liquid assets and /or availability of credit facilities of no less than Rs.98.29 Lakhs (estimated cash flow for 3 months of peak construction period) (Format as per Bid document) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Credit lines/ letter of credit/ Banker certificates issued by scheduled banks None None None None Contractor Registration Certificate. Others Contractor Registration Certificate. createdTs version createdDate modifiedDate documentName None None None None Others -- Registration Certificate issued by the officer not below the rank of Chief Engineer or Equivalent None None None None Assessed available tender capacity Others Assessed available tender capacity createdTs version createdDate modifiedDate documentName None None None None Others -- As per Tender document None None None None List of existing commitments and ongoing works Others List of existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- As per Tender document None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- As per Tender document None None None None Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other None None None None Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other None None None None Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other None None None None Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other None None None None Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other None None None None Deleted Others Other createdTs version createdDate modifiedDate documentName None None None None Others -- Other
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor Registration Certificate True Technical Bid Similar Work done Certificate True Technical Bid Minimum quantities work done True Technical Bid Liquid assets and/or availability of credit facilities-Banker Certificate True Technical Bid Assessed available tender capacity True Technical Bid List of existing commitments and ongoing works True Technical Bid List of works for which tenders already submitted True Technical Bid Section-3 Qualification information forms True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1709304560000 version 0 createdDate None modifiedDate None blockNumber DUDC, DC Office, Court Compound street None city Belagavi state Karnataka pin 590001
tenderRecallDTO	None