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noticeInvitingTenderDTO	createdTs 1726663083829 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 408000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 10-10-2024 17:00:00 tenderQueryClose 09-10-2024 17:00:00 technicalBidOpen 14-10-2024 10:30:00 publishedDate 24-09-2024 16:30:44 publishedByPost DUDC_EE2_BGV publishedByUser KPE12049 - PADMAKANT J SHENDURE bidValidityPeriod 180 noOfCalls 3 preBidMeetingDate 24-09-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson PJ Shendure Executive Engineer DUDC Belagavi Dist 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 1726663083832 version 20 createdDate None modifiedDate None tenderNumber DMA/2023-24/BD/WORK_INDENT16117/CALL-3 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 32762999.91 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 1726663084000 1 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. 27228709.78 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4024423 156007 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 4024424 156007 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 4024425 156007 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 4024426 156007 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 4024427 156007 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 4024428 156007 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 4024429 156007 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 4024430 156007 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 4024431 156007 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 4024432 156007 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 4024433 156007 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 4024434 156007 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 4024435 156007 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 4024436 156007 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 4024437 156007 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 4024438 156007 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 4024439 156007 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 4024440 156007 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 4024441 156007 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 4024442 156007 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 4024443 156007 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 4024444 156007 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 4024445 156007 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 4024446 156007 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 4024447 156007 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 4024448 156007 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 4024449 156007 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 4024450 156007 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 4024451 156007 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 4024452 156007 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 4024453 156007 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 4024454 156007 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 4024455 156007 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 4024456 156007 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 4024457 156007 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 4024458 156007 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 4024459 156007 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 4024460 156007 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 4024461 156007 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 4024462 156007 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 4024463 156007 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 4024464 156007 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 4024465 156007 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 4024466 156007 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 4024467 156007 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 4024468 156007 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 4024469 156007 None I No.47 Aluminum tower bolts No 58.0 58.0 2.0 False None None False None False 116.0 0 4024470 156007 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 4024471 156007 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 4024472 156007 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 4024473 156007 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 4024474 156007 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 4024475 156007 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 4024476 156007 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 4024477 156007 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 4024478 156007 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 4024479 156007 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 4024480 156007 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 4024481 156007 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 4024482 156007 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 4024483 156007 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 4024484 156007 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 4024485 156007 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 4024486 156007 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 4024487 156007 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 4024488 156007 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 4024489 156007 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 4024490 156007 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 4024491 156007 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 4024492 156007 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 4024493 156007 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 4024494 156007 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 4024495 156007 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 4024496 156007 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 4024497 156007 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 4024498 156007 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 4024499 156007 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 4024500 156007 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 4024501 156007 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 4024502 156007 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 4024503 156007 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 4024504 156007 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 4024505 156007 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 4024506 156007 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 4024507 156007 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 4024508 156007 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 4024509 156007 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 4024510 156007 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 4024511 156007 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 4024512 156007 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 4024513 156007 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 4024514 156007 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 4024515 156007 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 4024516 156007 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 4024517 156007 None I No.95 Aluminum tower bolts No 58.0 58.0 116.0 False None None False None False 6728.0 0 4024518 156007 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 4024519 156007 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 4024520 156007 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 4024521 156007 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 4024522 156007 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 4024523 156007 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 4024524 156007 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 4024525 156007 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 4024526 156007 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 4024527 156007 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 4024528 156007 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 4024529 156007 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 4024530 156007 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 4024531 156007 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 4024532 156007 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 4024533 156007 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 4024534 156007 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 4024535 156007 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 4024536 156007 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 4024537 156007 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 4024538 156007 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 4024539 156007 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 4024540 156007 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 4024541 156007 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 4024542 156007 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 4024543 156007 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 4024544 156007 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 4024545 156007 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 4024546 156007 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 4024547 156007 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 4024548 156007 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 4024549 156007 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 4024550 156007 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 4024551 156007 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 4024552 156007 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 4024553 156007 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 4024554 156007 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 4024555 156007 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 4024556 156007 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 4024557 156007 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 4024558 156007 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 4024559 156007 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 4024560 156007 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 4024561 156007 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 4024562 156007 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 4024563 156007 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 4024564 156007 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 4024565 156007 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 4024566 156007 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 4024567 156007 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 4024568 156007 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 4024569 156007 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 4024570 156007 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 4024571 156007 None I No.149 Aluminum tower bolts No 58.0 58.0 70.0 False None None False None False 4060.0 0 4024572 156007 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 4024573 156007 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 4024574 156007 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 4024575 156007 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 4024576 156007 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 4024577 156007 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 4024578 156007 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 4024579 156007 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 4024580 156007 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 4024581 156007 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 4024582 156007 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 4024583 156007 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 4024584 156007 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 4024585 156007 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 4024586 156007 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 4024587 156007 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 4024588 156007 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 4024589 156007 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 4024590 156007 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 4024591 156007 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 4024592 156007 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 4024593 156007 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 4024594 156007 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 4024595 156007 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 4024596 156007 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 4024597 156007 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 4024598 156007 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 4024599 156007 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 4024600 156007 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 4024601 156007 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 4024602 156007 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 4024603 156007 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 4024604 156007 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 4024605 156007 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 4024606 156007 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 4024607 156007 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 4024608 156007 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 4024609 156007 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 4024610 156007 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 4024611 156007 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 4024612 156007 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 4024613 156007 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 4024614 156007 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 4024615 156007 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 4024616 156007 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 4024617 156007 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 4024618 156007 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 4024619 156007 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 4024620 156007 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 4024621 156007 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 4024622 156007 None I No.200 Aluminum tower bolts No 58.0 58.0 20.0 False None None False None False 1160.0 0 4024623 156007 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 4024624 156007 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 4024625 156007 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 4024626 156007 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 4024627 156007 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 4024628 156007 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 4024629 156007 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 4024630 156007 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 4024631 156007 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 4024632 156007 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 4024633 156007 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 4024634 156007 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 4024635 156007 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 4024636 156007 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 4024637 156007 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 4024638 156007 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 4024639 156007 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 4024640 156007 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 4024641 156007 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 4024642 156007 None I No.220 Electrical Lum Sum No 15000.0 15000.0 1.0 False None None False None False 15000.0 0 4024643 156007 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 4024644 156007 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 4024645 156007 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 4024646 156007 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 4024647 156007 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 4024648 156007 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 4024649 156007 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 4024650 156007 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 4024651 156007 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 4024652 156007 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 4024653 156007 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 4024654 156007 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 4024655 156007 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 4024656 156007 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 4024657 156007 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 4024658 156007 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 4024659 156007 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 4024660 156007 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 4024661 156007 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 4024662 156007 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 4024663 156007 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 4024664 156007 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 4024665 156007 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 4024666 156007 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 4024667 156007 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 4024668 156007 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 4024669 156007 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 4024670 156007 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 4024671 156007 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 4024672 156007 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 4024673 156007 None I No.251 Aluminum tower bolts No 58.0 58.0 55.0 False None None False None False 3190.0 0 4024674 156007 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 4024675 156007 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 4024676 156007 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 4024677 156007 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 4024678 156007 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 4024679 156007 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 4024680 156007 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 4024681 156007 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 4024682 156007 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 4024683 156007 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 4024684 156007 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 4024685 156007 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 4024686 156007 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 4024687 156007 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 4024688 156007 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 4024689 156007 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 4024690 156007 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 4024691 156007 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 4024692 156007 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 4024693 156007 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 4024694 156007 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 4024695 156007 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 4024696 156007 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 4024697 156007 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 4024698 156007 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 4024699 156007 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 4024700 156007 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 4024701 156007 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 4024702 156007 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 4024703 156007 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 4024704 156007 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 4024705 156007 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 4024706 156007 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 4024707 156007 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 4024708 156007 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 4024709 156007 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 4024710 156007 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 4024711 156007 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 4024712 156007 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 4024713 156007 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 4024714 156007 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 4024715 156007 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 4024716 156007 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 4024717 156007 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 4024718 156007 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 4024719 156007 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 4024720 156007 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 4024721 156007 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 4024722 156007 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 4024723 156007 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 4024724 156007 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 4024725 156007 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 4024726 156007 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 4024727 156007 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 4024728 156007 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 4024729 156007 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 4024730 156007 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 4024731 156007 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 4024732 156007 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 4024733 156007 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 4024734 156007 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 4024735 156007 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 4024736 156007 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 4024737 156007 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 4024738 156007 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 4024739 156007 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 4024740 156007 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 4024741 156007 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 4024742 156007 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 4024743 156007 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 4024744 156007 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 4024745 156007 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 4024746 156007 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 4024747 156007 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 4024748 156007 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 4024749 156007 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 4024750 156007 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 4024751 156007 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 4024752 156007 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 4024753 156007 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 4024754 156007 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 4024755 156007 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 4024756 156007 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 4024757 156007 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 4024758 156007 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 4024759 156007 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 4024760 156007 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 4024761 156007 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 4024762 156007 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 4024763 156007 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 4024764 156007 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 4024765 156007 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 4024766 156007 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 4024767 156007 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 4024768 156007 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 4024769 156007 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 4024770 156007 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 4024771 156007 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 4024772 156007 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 4024773 156007 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 4024774 156007 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 4024775 156007 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 4024776 156007 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 4024777 156007 None I No.355 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 4024778 156007 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 4024779 156007 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 4024780 156007 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 4024781 156007 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 4024782 156007 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 4024783 156007 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 4024784 156007 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 4024785 156007 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 4024786 156007 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 4024787 156007 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 4024788 156007 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 4024789 156007 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 4024790 156007 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 4024791 156007 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 4024792 156007 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 4024793 156007 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 4024794 156007 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 4024795 156007 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 4024796 156007 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 4024797 156007 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 4024798 156007 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 4024799 156007 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 4024800 156007 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 4024801 156007 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 4024802 156007 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 4024803 156007 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 4024804 156007 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 4024805 156007 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 4024806 156007 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 4024807 156007 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 4024808 156007 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 4024809 156007 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 4024810 156007 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 4024811 156007 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 4024812 156007 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 4024813 156007 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 4024814 156007 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 4024815 156007 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 4024816 156007 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 4024817 156007 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 4024818 156007 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 4024819 156007 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 4024820 156007 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 4024821 156007 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 4024822 156007 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 4024823 156007 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 4024824 156007 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 4024825 156007 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 4024826 156007 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 4024827 156007 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 4024828 156007 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 4024829 156007 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 4024830 156007 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 4024831 156007 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 4024832 156007 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 4024833 156007 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 4024834 156007 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 4024835 156007 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 4024836 156007 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 4024837 156007 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 4024838 156007 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 4024839 156007 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 4024840 156007 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 4024841 156007 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 4024842 156007 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 4024843 156007 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 4024844 156007 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 4024845 156007 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 4024846 156007 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 4024847 156007 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 4024848 156007 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 4024849 156007 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 4024850 156007 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 4024851 156007 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 4024852 156007 None I No.430 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 4024853 156007 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 4024854 156007 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 4024855 156007 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 4024856 156007 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 4024857 156007 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 4024858 156007 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 4024859 156007 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 4024860 156007 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 4024861 156007 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 4024862 156007 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 4024863 156007 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 4024864 156007 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 4024865 156007 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 4024866 156007 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 4024867 156007 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 4024868 156007 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 4024869 156007 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 4024870 156007 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 4024871 156007 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 4024872 156007 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 4024873 156007 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 4024874 156007 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 4024875 156007 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 4024876 156007 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 4024877 156007 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 4024878 156007 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 4024879 156007 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 4024880 156007 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 4024881 156007 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 4024882 156007 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 4024883 156007 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 4024884 156007 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 4024885 156007 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 4024886 156007 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 4024887 156007 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 4024888 156007 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 4024889 156007 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 4024890 156007 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 4024891 156007 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 4024892 156007 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 4024893 156007 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 4024894 156007 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 4024895 156007 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 4024896 156007 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 4024897 156007 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 4024898 156007 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 4024899 156007 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 4024900 156007 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 4024901 156007 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 4024902 156007 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 4024903 156007 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 4024904 156007 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 4024905 156007 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 4024906 156007 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 4024907 156007 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 4024908 156007 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 4024909 156007 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 4024910 156007 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 4024911 156007 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 4024912 156007 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 4024913 156007 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 4024914 156007 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 4024915 156007 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 4024916 156007 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 4024917 156007 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 4024918 156007 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 4024919 156007 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 4024920 156007 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 4024921 156007 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 4024922 156007 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 4024923 156007 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 4024924 156007 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 4024925 156007 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 4024926 156007 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 4024927 156007 None I No.505 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 4024928 156007 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 4024929 156007 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 4024930 156007 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 4024931 156007 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 4024932 156007 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 4024933 156007 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 4024934 156007 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 4024935 156007 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 4024936 156007 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 4024937 156007 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 4024938 156007 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 4024939 156007 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 4024940 156007 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 4024941 156007 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 4024942 156007 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 4024943 156007 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 4024944 156007 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 4024945 156007 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 4024946 156007 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 4024947 156007 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 4024948 156007 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 4024949 156007 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 4024950 156007 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 4024951 156007 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 4024952 156007 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 4024953 156007 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 4024954 156007 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 4024955 156007 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 4024956 156007 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 4024957 156007 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 4024958 156007 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 4024959 156007 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 4024960 156007 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 4024961 156007 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 4024962 156007 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 4024963 156007 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 4024964 156007 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 4024965 156007 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 4024966 156007 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 4024967 156007 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 4024968 156007 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 4024969 156007 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 4024970 156007 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 4024971 156007 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 4024972 156007 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 4024973 156007 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 4024974 156007 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 4024975 156007 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 4024976 156007 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 4024977 156007 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 4024978 156007 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 4024979 156007 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 4024980 156007 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 4024981 156007 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 4024982 156007 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 4024983 156007 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 4024984 156007 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 4024985 156007 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 4024986 156007 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 4024987 156007 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 4024988 156007 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 4024989 156007 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 4024990 156007 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 4024991 156007 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 4024992 156007 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 4024993 156007 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 4024994 156007 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 4024995 156007 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 4024996 156007 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 4024997 156007 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 4024998 156007 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 4024999 156007 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 4025000 156007 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 4025001 156007 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 4025002 156007 None I No.580 Aluminum tower bolts No 58.0 58.0 4.0 False None None False None False 232.0 0 4025003 156007 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 4025004 156007 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 4025005 156007 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 4025006 156007 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 4025007 156007 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 4025008 156007 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 4025009 156007 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 4025010 156007 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 4025011 156007 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 4025012 156007 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 4025013 156007 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 4025014 156007 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 4025015 156007 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 4025016 156007 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 4025017 156007 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 4025018 156007 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 4025019 156007 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 4025020 156007 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 4025021 156007 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 4025022 156007 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 4025023 156007 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 4025024 156007 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 4025025 156007 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 4025026 156007 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 4025027 156007 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 4025028 156007 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 4025029 156007 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 4025030 156007 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 4025031 156007 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 4025032 156007 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 4025033 156007 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 4025034 156007 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 1726663084000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726663084000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726663084000 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 1726663084000 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 1726663084000 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 1726663084000 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 1726663084000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1726663084000 0 None None ELIGIBILITY Tenderers are required to read the Bid Documents carefully before submission of their bid. None 1726663084000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. None 1726663084000 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 1726663084000 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 1726663084000 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 1726663084000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever. None 1726663084000 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 1726663084000 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 1726663084000 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.136.14 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.544.57 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.81.69 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 1726663729000 version 0 createdDate None modifiedDate None blockNumber DUDC, DC Office, Court Compound street None city Belagavi state Karnataka pin 590001
tenderRecallDTO	None