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noticeInvitingTenderDTO	createdTs 1718783513882 version 6 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 05-07-2024 17:00:00 tenderQueryClose 04-07-2024 17:00:00 technicalBidOpen 06-07-2024 17:01:00 publishedDate 19-06-2024 15:14:16 publishedByPost DUDC_EE2_BGV publishedByUser KPE12049 - PADMAKANT J SHENDURE bidValidityPeriod 180 noOfCalls 2 preBidMeetingDate 25-06-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson PJ Shendure Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 9739734811 mobileNumber 9739734811 tenderSupplierList None
tenderSchedule	createdTs 1718783513885 version 11 createdDate None modifiedDate None tenderNumber DMA/2023-24/BD/WORK_INDENT16117/CALL-2 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 1718783514000 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 3308960 115549 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 3308961 115549 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 3308962 115549 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 3308963 115549 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 3308964 115549 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 3308965 115549 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 3308966 115549 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 3308967 115549 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 3308968 115549 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 3308969 115549 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 3308970 115549 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 3308971 115549 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 3308972 115549 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 3308973 115549 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 3308974 115549 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 3308975 115549 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 3308976 115549 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 3308977 115549 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 3308978 115549 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 3308979 115549 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 3308980 115549 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 3308981 115549 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 3308982 115549 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 3308983 115549 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 3308984 115549 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 3308985 115549 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 3308986 115549 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 3308987 115549 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 3308988 115549 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 3308989 115549 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 3308990 115549 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 3308991 115549 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 3308992 115549 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 3308993 115549 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 3308994 115549 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 3308995 115549 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 3308996 115549 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 3308997 115549 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 3308998 115549 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 3308999 115549 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 3309000 115549 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 3309001 115549 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 3309002 115549 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 3309003 115549 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 3309004 115549 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 3309005 115549 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 3309006 115549 None I No.47 Aluminum tower bolts No 58.0 58.0 2.0 False None None False None False 116.0 0 3309007 115549 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 3309008 115549 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 3309009 115549 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 3309010 115549 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 3309011 115549 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 3309012 115549 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 3309013 115549 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 3309014 115549 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 3309015 115549 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 3309016 115549 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 3309017 115549 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 3309018 115549 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 3309019 115549 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 3309020 115549 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 3309021 115549 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 3309022 115549 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 3309023 115549 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 3309024 115549 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 3309025 115549 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 3309026 115549 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 3309027 115549 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 3309028 115549 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 3309029 115549 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 3309030 115549 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 3309031 115549 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 3309032 115549 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 3309033 115549 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 3309034 115549 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 3309035 115549 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 3309036 115549 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 3309037 115549 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 3309038 115549 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 3309039 115549 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 3309040 115549 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 3309041 115549 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 3309042 115549 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 3309043 115549 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 3309044 115549 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 3309045 115549 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 3309046 115549 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 3309047 115549 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 3309048 115549 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 3309049 115549 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 3309050 115549 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 3309051 115549 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 3309052 115549 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 3309053 115549 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 3309054 115549 None I No.95 Aluminum tower bolts No 58.0 58.0 116.0 False None None False None False 6728.0 0 3309055 115549 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 3309056 115549 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 3309057 115549 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 3309058 115549 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 3309059 115549 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 3309060 115549 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 3309061 115549 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 3309062 115549 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 3309063 115549 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 3309064 115549 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 3309065 115549 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 3309066 115549 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 3309067 115549 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 3309068 115549 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 3309069 115549 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 3309070 115549 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 3309071 115549 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 3309072 115549 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 3309073 115549 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 3309074 115549 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 3309075 115549 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 3309076 115549 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 3309077 115549 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 3309078 115549 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 3309079 115549 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 3309080 115549 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 3309081 115549 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 3309082 115549 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 3309083 115549 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 3309084 115549 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 3309085 115549 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 3309086 115549 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 3309087 115549 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 3309088 115549 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 3309089 115549 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 3309090 115549 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 3309091 115549 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 3309092 115549 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 3309093 115549 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 3309094 115549 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 3309095 115549 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 3309096 115549 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 3309097 115549 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 3309098 115549 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 3309099 115549 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 3309100 115549 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 3309101 115549 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 3309102 115549 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 3309103 115549 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 3309104 115549 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 3309105 115549 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 3309106 115549 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 3309107 115549 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 3309108 115549 None I No.149 Aluminum tower bolts No 58.0 58.0 70.0 False None None False None False 4060.0 0 3309109 115549 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 3309110 115549 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 3309111 115549 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 3309112 115549 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 3309113 115549 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 3309114 115549 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 3309115 115549 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 3309116 115549 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 3309117 115549 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 3309118 115549 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 3309119 115549 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 3309120 115549 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 3309121 115549 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 3309122 115549 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 3309123 115549 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 3309124 115549 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 3309125 115549 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 3309126 115549 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 3309127 115549 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 3309128 115549 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 3309129 115549 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 3309130 115549 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 3309131 115549 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 3309132 115549 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 3309133 115549 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 3309134 115549 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 3309135 115549 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 3309136 115549 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 3309137 115549 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 3309138 115549 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 3309139 115549 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 3309140 115549 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 3309141 115549 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 3309142 115549 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 3309143 115549 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 3309144 115549 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 3309145 115549 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 3309146 115549 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 3309147 115549 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 3309148 115549 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 3309149 115549 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 3309150 115549 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 3309151 115549 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 3309152 115549 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 3309153 115549 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 3309154 115549 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 3309155 115549 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 3309156 115549 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 3309157 115549 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 3309158 115549 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 3309159 115549 None I No.200 Aluminum tower bolts No 58.0 58.0 20.0 False None None False None False 1160.0 0 3309160 115549 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 3309161 115549 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 3309162 115549 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 3309163 115549 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 3309164 115549 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 3309165 115549 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 3309166 115549 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 3309167 115549 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 3309168 115549 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 3309169 115549 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 3309170 115549 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 3309171 115549 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 3309172 115549 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 3309173 115549 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 3309174 115549 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 3309175 115549 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 3309176 115549 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 3309177 115549 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 3309178 115549 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 3309179 115549 None I No.220 Electrical Lum Sum No 15000.0 15000.0 1.0 False None None False None False 15000.0 0 3309180 115549 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 3309181 115549 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 3309182 115549 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 3309183 115549 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 3309184 115549 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 3309185 115549 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 3309186 115549 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 3309187 115549 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 3309188 115549 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 3309189 115549 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 3309190 115549 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 3309191 115549 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 3309192 115549 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 3309193 115549 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 3309194 115549 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 3309195 115549 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 3309196 115549 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 3309197 115549 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 3309198 115549 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 3309199 115549 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 3309200 115549 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 3309201 115549 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 3309202 115549 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 3309203 115549 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 3309204 115549 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 3309205 115549 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 3309206 115549 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 3309207 115549 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 3309208 115549 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 3309209 115549 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 3309210 115549 None I No.251 Aluminum tower bolts No 58.0 58.0 55.0 False None None False None False 3190.0 0 3309211 115549 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 3309212 115549 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 3309213 115549 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 3309214 115549 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 3309215 115549 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 3309216 115549 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 3309217 115549 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 3309218 115549 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 3309219 115549 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 3309220 115549 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 3309221 115549 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 3309222 115549 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 3309223 115549 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 3309224 115549 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 3309225 115549 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 3309226 115549 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 3309227 115549 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 3309228 115549 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 3309229 115549 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 3309230 115549 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 3309231 115549 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 3309232 115549 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 3309233 115549 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 3309234 115549 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 3309235 115549 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 3309236 115549 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 3309237 115549 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 3309238 115549 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 3309239 115549 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 3309240 115549 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 3309241 115549 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 3309242 115549 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 3309243 115549 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 3309244 115549 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 3309245 115549 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 3309246 115549 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 3309247 115549 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 3309248 115549 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 3309249 115549 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 3309250 115549 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 3309251 115549 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 3309252 115549 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 3309253 115549 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 3309254 115549 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 3309255 115549 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 3309256 115549 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 3309257 115549 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 3309258 115549 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 3309259 115549 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 3309260 115549 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 3309261 115549 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 3309262 115549 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 3309263 115549 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 3309264 115549 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 3309265 115549 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 3309266 115549 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 3309267 115549 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 3309268 115549 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 3309269 115549 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 3309270 115549 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 3309271 115549 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 3309272 115549 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 3309273 115549 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 3309274 115549 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 3309275 115549 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 3309276 115549 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 3309277 115549 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 3309278 115549 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 3309279 115549 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 3309280 115549 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 3309281 115549 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 3309282 115549 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 3309283 115549 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 3309284 115549 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 3309285 115549 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 3309286 115549 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 3309287 115549 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 3309288 115549 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 3309289 115549 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 3309290 115549 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 3309291 115549 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 3309292 115549 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 3309293 115549 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 3309294 115549 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 3309295 115549 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 3309296 115549 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 3309297 115549 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 3309298 115549 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 3309299 115549 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 3309300 115549 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 3309301 115549 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 3309302 115549 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 3309303 115549 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 3309304 115549 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 3309305 115549 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 3309306 115549 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 3309307 115549 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 3309308 115549 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 3309309 115549 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 3309310 115549 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 3309311 115549 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 3309312 115549 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 3309313 115549 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 3309314 115549 None I No.355 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 3309315 115549 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 3309316 115549 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 3309317 115549 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 3309318 115549 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 3309319 115549 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 3309320 115549 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 3309321 115549 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 3309322 115549 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 3309323 115549 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 3309324 115549 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 3309325 115549 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 3309326 115549 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 3309327 115549 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 3309328 115549 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 3309329 115549 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 3309330 115549 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 3309331 115549 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 3309332 115549 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 3309333 115549 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 3309334 115549 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 3309335 115549 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 3309336 115549 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 3309337 115549 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 3309338 115549 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 3309339 115549 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 3309340 115549 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 3309341 115549 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 3309342 115549 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 3309343 115549 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 3309344 115549 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 3309345 115549 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 3309346 115549 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 3309347 115549 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 3309348 115549 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 3309349 115549 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 3309350 115549 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 3309351 115549 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 3309352 115549 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 3309353 115549 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 3309354 115549 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 3309355 115549 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 3309356 115549 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 3309357 115549 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 3309358 115549 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 3309359 115549 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 3309360 115549 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 3309361 115549 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 3309362 115549 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 3309363 115549 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 3309364 115549 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 3309365 115549 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 3309366 115549 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 3309367 115549 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 3309368 115549 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 3309369 115549 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 3309370 115549 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 3309371 115549 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 3309372 115549 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 3309373 115549 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 3309374 115549 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 3309375 115549 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 3309376 115549 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 3309377 115549 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 3309378 115549 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 3309379 115549 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 3309380 115549 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 3309381 115549 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 3309382 115549 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 3309383 115549 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 3309384 115549 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 3309385 115549 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 3309386 115549 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 3309387 115549 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 3309388 115549 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 3309389 115549 None I No.430 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 3309390 115549 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 3309391 115549 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 3309392 115549 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 3309393 115549 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 3309394 115549 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 3309395 115549 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 3309396 115549 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 3309397 115549 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 3309398 115549 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 3309399 115549 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 3309400 115549 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 3309401 115549 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 3309402 115549 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 3309403 115549 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 3309404 115549 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 3309405 115549 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 3309406 115549 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 3309407 115549 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 3309408 115549 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 3309409 115549 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 3309410 115549 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 3309411 115549 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 3309412 115549 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 3309413 115549 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 3309414 115549 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 3309415 115549 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 3309416 115549 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 3309417 115549 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 3309418 115549 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 3309419 115549 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 3309420 115549 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 3309421 115549 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 3309422 115549 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 3309423 115549 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 3309424 115549 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 3309425 115549 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 3309426 115549 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 3309427 115549 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 3309428 115549 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 3309429 115549 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 3309430 115549 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 3309431 115549 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 3309432 115549 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 3309433 115549 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 3309434 115549 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 3309435 115549 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 3309436 115549 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 3309437 115549 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 3309438 115549 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 3309439 115549 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 3309440 115549 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 3309441 115549 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 3309442 115549 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 3309443 115549 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 3309444 115549 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 3309445 115549 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 3309446 115549 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 3309447 115549 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 3309448 115549 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 3309449 115549 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 3309450 115549 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 3309451 115549 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 3309452 115549 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 3309453 115549 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 3309454 115549 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 3309455 115549 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 3309456 115549 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 3309457 115549 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 3309458 115549 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 3309459 115549 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 3309460 115549 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 3309461 115549 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 3309462 115549 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 3309463 115549 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 3309464 115549 None I No.505 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 3309465 115549 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 3309466 115549 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 3309467 115549 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 3309468 115549 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 3309469 115549 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 3309470 115549 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 3309471 115549 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 3309472 115549 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 3309473 115549 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 3309474 115549 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 3309475 115549 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 3309476 115549 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 3309477 115549 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 3309478 115549 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 3309479 115549 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 3309480 115549 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 3309481 115549 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 3309482 115549 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 3309483 115549 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 3309484 115549 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 3309485 115549 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 3309486 115549 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 3309487 115549 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 3309488 115549 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 3309489 115549 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 3309490 115549 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 3309491 115549 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 3309492 115549 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 3309493 115549 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 3309494 115549 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 3309495 115549 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 3309496 115549 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 3309497 115549 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 3309498 115549 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 3309499 115549 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 3309500 115549 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 3309501 115549 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 3309502 115549 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 3309503 115549 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 3309504 115549 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 3309505 115549 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 3309506 115549 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 3309507 115549 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 3309508 115549 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 3309509 115549 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 3309510 115549 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 3309511 115549 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 3309512 115549 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 3309513 115549 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 3309514 115549 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 3309515 115549 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 3309516 115549 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 3309517 115549 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 3309518 115549 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 3309519 115549 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 3309520 115549 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 3309521 115549 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 3309522 115549 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 3309523 115549 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 3309524 115549 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 3309525 115549 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 3309526 115549 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 3309527 115549 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 3309528 115549 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 3309529 115549 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 3309530 115549 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 3309531 115549 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 3309532 115549 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 3309533 115549 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 3309534 115549 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 3309535 115549 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 3309536 115549 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 3309537 115549 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 3309538 115549 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 3309539 115549 None I No.580 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 3309540 115549 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 3309541 115549 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 3309542 115549 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 3309543 115549 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 3309544 115549 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 3309545 115549 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 3309546 115549 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 3309547 115549 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 3309548 115549 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 3309549 115549 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 3309550 115549 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 3309551 115549 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 3309552 115549 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 3309553 115549 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 3309554 115549 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 3309555 115549 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 3309556 115549 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 3309557 115549 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 3309558 115549 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 3309559 115549 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 3309560 115549 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 3309561 115549 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 3309562 115549 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 3309563 115549 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 3309564 115549 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 3309565 115549 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 3309566 115549 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 3309567 115549 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 3309568 115549 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 3309569 115549 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 3309570 115549 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 3309571 115549 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 1718783514000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718783514000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718783514000 0 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 1718783514000 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 1718783514000 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 1718783514000 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 1718783514000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1718783514000 0 None None ELIGIBILITY Tenderers are required to read the Bid Documents carefully before submission of their bid. None 1718783514000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. None 1718783514000 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 1718783514000 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 1718783514000 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 1718783514000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever. None 1718783514000 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 1718783514000 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 1718783514000 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., 2019-20 to 2023-24, 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. 2019-20 to 2023-24: 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., 2019-20 to 2023-24, 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 1718783856000 version 0 createdDate None modifiedDate None blockNumber DUDC, DC Office, Court Compound street None city Belagavi state Karnataka pin 590001
tenderRecallDTO	None