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noticeInvitingTenderDTO	createdTs 1727262423199 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1000000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 25-10-2024 16:00:00 tenderQueryClose 08-10-2024 16:00:00 technicalBidOpen 28-10-2024 16:00:00 publishedDate 25-09-2024 19:29:30 publishedByPost KHB_EE_CO_BNG publishedByUser KPE11677 - SHIVASHANKARAPPA K H bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 09-10-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SHIVASHANKARAPPA K H 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 08022273511 mobileNumber 8022273511 tenderSupplierList None
tenderSchedule	createdTs 1727262423217 version 6 createdDate None modifiedDate None tenderNumber KHB/2024-25/BD/WORK_INDENT297 title Construction of Hostel Building (G Plus 4) at Minority Welfare Department-Morarji Desai Residential School, Mevundi Village, Mundargi Taluk, Gadag District description Construction of Hostel Building (G Plus 4) at Minority Welfare Department-Morarji Desai Residential School, Mevundi Village, Mundargi Taluk, Gadag District category WORKS categoryText Works ecv 66506298.00 deptName Karnataka Housing Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5488 locationName KHB Central Office Bengaluru provisionalAmount 66506298.0 groupOverheadTotal None fileNumber KHB/CE/AE-1/MWD/554/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1727262423000 0 None None Buildings Construction of Hostel Building (G Plus 4) at Minority Welfare Department-Morarji Desai Residential School, Mevundi Village, Mundargi Taluk, Gadag District 66506298.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4074589 158567 None code01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.(P.No.8, I.No.1.12 of PW, P&IWTD SR 2023-24)(vol-1)(Including Removing Debries, Average depth) (Average Depth 0.300 m ) Cum 95.0 95.0 180.0 False None None False None False 17100.0 0 4074590 158567 None code02 Earth work excavation for foundation of structures upto 3 mtrs. by mechanical means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete. P.NO-8, I.NO-1.14.1of PW, P&IWTD SR 2023-24)(vol-1)Excavation for Footings (Including working space) 90% Cum 102.0 102.0 652.9485 False None None False None False 66600.747 0 4074591 158567 None code03 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In ordinary/soft rock without blasting upto 1.5 m depth (P.No.8, I.No1.15.1 (Vol-1) of PW, P&IWTD SR 2023-24) Cum 363.0 363.0 72.39 False None None False None False 26277.57 0 4074592 158567 None code04 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.(P.No.5, I.No 4.1 (Vol-2) of PW, P&IWTD SR 2023-24) Sqm 118.0 118.0 575.51 False None None False None False 67910.18 0 4074593 158567 None code05 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8 (M7.5) Using 40 mm nominal size graded crushed coarse aggregates (P.No.5, I.No 2.1.2 (Vol-1) of PW, P&IWTD SR 2023-24)conreting for footing, flooring etc., Cum 5664.0 5664.0 126.98 False None None False None False 719214.72 0 4074594 158567 None code06 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 8% on concrete item) (P.No.15, I.No 2.2.3 (Vol-1) of PW, P&IWTD SR 2023-24) Cum 6842.88 6842.88 210.43 False None None False None False 1439947.2384 0 4074595 158567 None code07 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 70% on concrete item) (P.No.15, I.No 2.2.3 (Vol-1) of PW, P&IWTD SR 2023-24)Pedestal Cum 10771.2 10771.2 7.04 False None None False None False 75829.248 0 4074596 158567 None code08 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 70% on concrete item) (P.No.15, I.No 2.2.3 (Vol-1) of PW, P&IWTD SR 2023-24)Column casting upto plinth Cum 10771.2 10771.2 14.05 False None None False None False 151335.36 0 4074597 158567 None code09 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns ground floor Cum 11633.1 11633.1 27.83 False None None False None False 323749.173 0 4074598 158567 None code10 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns First floor Cum 11749.43 11749.43 23.91 False None None False None False 280928.8713 0 4074599 158567 None code11 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns Second floor Cum 11866.92 11866.92 23.91 False None None False None False 283738.0572 0 4074600 158567 None code12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns Third floor Cum 11985.58 11985.58 23.91 False None None False None False 286575.2178 0 4074601 158567 None code13 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) ColumnsFourth floor Cum 12105.45 12105.45 23.91 False None None False None False 289441.3095 0 4074602 158567 None code14 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns head room & lift Cum 12226.5 12226.5 4.35 False None None False None False 53185.275 0 4074603 158567 None code15 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 70% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) Columns oht Cum 12226.5 12226.5 2.27 False None None False None False 27754.155 0 4074604 158567 None code16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) lift concrete wall Below the ground and Ground floor Cum 7527.3 7527.3 11.29 False None None False None False 84983.217 0 4074605 158567 None code17 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) FIRST FLOOR Cum 7602.57 7602.57 3.7 False None None False None False 28129.509 0 4074606 158567 None code18 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24)SECOND FLOOR Cum 7678.55 7678.55 3.7 False None None False None False 28410.635 0 4074607 158567 None code19 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) THIRD FLOOR Cum 7755.37 7755.37 3.7 False None None False None False 28694.869 0 4074608 158567 None code20 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) FOURTH FLOOR Cum 7832.94 7832.94 3.7 False None None False None False 28981.878 0 4074609 158567 None code21 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes alllead & 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No 2.5.2 (Vol-1) of PW, P&IWTD SR 2023-24) LIFT HEAD ROOM Cum 7911.27 7911.27 3.29 False None None False None False 26028.0783 0 4074610 158567 None code22 Curtain wall :Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 10% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete, Casting of Curtain wall Cum 7527.3 7527.3 36.6 False None None False None False 275499.18 0 4074611 158567 None code23 Plinth Beam (0.2x0.45) :Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Cum 10264.5 10264.5 33.27 False None None False None False 341499.915 0 4074612 158567 None code24 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete,Ground floor beam Cum 10948.8 10948.8 26.18 False None None False None False 286639.584 0 4074613 158567 None code25 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete First floor beam Cum 11058.29 11058.29 24.85 False None None False None False 274798.5065 0 4074614 158567 None code26 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Second floor beam Cum 11168.86 11168.86 24.85 False None None False None False 277546.171 0 4074615 158567 None code27 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Third floor beam Cum 11280.54 11280.54 24.85 False None None False None False 280321.419 0 4074616 158567 None code28 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Fourth floor beam Cum 11393.36 11393.36 24.85 False None None False None False 283124.996 0 4074617 158567 None code29 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Head room beam Cum 11507.3 11507.3 3.05 False None None False None False 35097.265 0 4074618 158567 None code30 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Tank beam Cum 11507.3 11507.3 1.68 False None None False None False 19332.264 0 4074619 158567 None code31 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Ground floor slab Cum 10264.5 10264.5 84.62 False None None False None False 868581.99 0 4074620 158567 None code32 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed ConcreteFirst floor Slab Cum 10367.15 10367.15 75.23 False None None False None False 779920.6945 0 4074621 158567 None code33 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Second floor Cum 10470.75 10470.75 75.23 False None None False None False 787714.5225 0 4074622 158567 None code34 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Third floor Slab Cum 10575.45 10575.45 75.23 False None None False None False 795591.1035 0 4074623 158567 None code35 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Fourth floor Cum 10681.28 10681.28 79.97 False None None False None False 854181.9616 0 4074624 158567 None code36 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Head room& lift slab Cum 10788.09 10788.09 8.13 False None None False None False 87707.1717 0 4074625 158567 None code37 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete OHT Slab Cum 10788.09 10788.09 5.15 False None None False None False 55558.6635 0 4074626 158567 None code38 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas Ground floor Cum 9922.35 9922.35 2.31 False None None False None False 22920.6285 0 4074627 158567 None code39 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas First Floor Cum 10021.57 10021.57 3.44 False None None False None False 34474.2008 0 4074628 158567 None code40 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas second floor Cum 10121.78 10121.78 3.44 False None None False None False 34818.9232 0 4074629 158567 None code41 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas Third floor Cum 10222.99 10222.99 3.44 False None None False None False 35167.0856 0 4074630 158567 None code42 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas fourth floor Cum 10325.23 10325.23 3.44 False None None False None False 35518.7912 0 4074631 158567 None code43 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 45% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete For Chejjas terrace floor Cum 10428.49 10428.49 0.35 False None None False None False 3649.9715 0 4074632 158567 None code44 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows - Ground floor Cum 10948.8 10948.8 2.78 False None None False None False 30437.664 0 4074633 158567 None code45 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows - First floor Cum 11058.29 11058.29 2.65 False None None False None False 29304.4685 0 4074634 158567 None code46 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows -Second floor Cum 11168.86 11168.86 2.65 False None None False None False 29597.479 0 4074635 158567 None code47 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows Third floor Cum 11280.54 11280.54 2.65 False None None False None False 29893.431 0 4074636 158567 None code48 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows Fourth floor Cum 11393.36 11393.36 2.65 False None None False None False 30192.404 0 4074637 158567 None code49 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 60% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Lintel for doors and windows Head room Cum 11507.3 11507.3 0.37 False None None False None False 4257.701 0 4074638 158567 None code50 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Ground floor Cum 10264.5 10264.5 5.26 False None None False None False 53991.27 0 4074639 158567 None code51 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete First floor Cum 10367.15 10367.15 5.22 False None None False None False 54116.523 0 4074640 158567 None code52 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Second floor Cum 10470.75 10470.75 5.42 False None None False None False 56751.465 0 4074641 158567 None code53 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Third floor Cum 10575.51 10575.51 5.42 False None None False None False 57319.2642 0 4074642 158567 None code54 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete Fourth floor Cum 10681.28 10681.28 5.42 False None None False None False 57892.5376 0 4074643 158567 None code55 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Rate including centring & shuttering 50% on concrete item) (P.No.16, I.No.2.5.2 of PW, P&IWTD SR 2023-24)(vol-1)Bed Concrete staircase and oht Cum 10681.28 10681.28 2.57 False None None False None False 27450.8896 0 4074644 158567 None code56 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates(P.No.16, I.No 2.4.4 (Vol-1) of PW, P&IWTD SR 2023-24) Outer periphere Cum 6404.0 6404.0 13.84 False None None False None False 88631.36 0 4074645 158567 None code57 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)60kg/Cum is considered for footing Kg 89.46 89.46 18485.02 False None None False None False 1653669.8892 0 4074646 158567 None code58 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Below plinth Kg 89.46 89.46 4918.55 False None None False None False 440013.483 0 4074647 158567 None code59 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Ground floor Kg 89.46 89.46 9739.8 False None None False None False 871322.508 0 4074648 158567 None code60 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, first floor Kg 90.35 90.35 8367.98 False None None False None False 756046.993 0 4074649 158567 None code61 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Second floor Kg 91.25 91.25 8367.98 False None None False None False 763578.175 0 4074650 158567 None code62 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Third floor Kg 92.16 92.16 8367.98 False None None False None False 771193.0368 0 4074651 158567 None code63 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Fourth Floor Kg 93.08 93.08 8367.98 False None None False None False 778891.5784 0 4074652 158567 None code64 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, Head room Kg 94.01 94.01 1521.45 False None None False None False 143031.5145 0 4074653 158567 None code65 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24)350kg/Cum is considered for Column, OHT Kg 94.01 94.01 793.8 False None None False None False 74625.138 0 4074654 158567 None code66 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for Beam,Plinth Beam Kg 89.46 89.46 7484.94 False None None False None False 669602.7324 0 4074655 158567 None code67 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered forGround floor Kg 89.46 89.46 5891.54 False None None False None False 527057.1684 0 4074656 158567 None code68 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for first floor Kg 90.35 90.35 5592.04 False None None False None False 505240.814 0 4074657 158567 None code69 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for Second floor Kg 91.25 91.25 5592.04 False None None False None False 510273.65 0 4074658 158567 None code70 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for Third floor Kg 92.16 92.16 5592.04 False None None False None False 515362.4064 0 4074659 158567 None code71 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for Fourth Floor Kg 93.08 93.08 5592.04 False None None False None False 520507.0832 0 4074660 158567 None code72 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for Head room Kg 94.01 94.01 686.88 False None None False None False 64573.5888 0 4074661 158567 None code73 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), 225kg/Cum is considered for OHT Kg 94.01 94.01 377.46 False None None False None False 35485.0146 0 4074662 158567 None code74 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam, GF Kg 89.46 89.46 166.56 False None None False None False 14900.4576 0 4074663 158567 None code75 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam,first floor Kg 90.35 90.35 159.0 False None None False None False 14365.65 0 4074664 158567 None code76 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam,Second floor Kg 91.25 91.25 159.0 False None None False None False 14508.75 0 4074665 158567 None code77 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam,Third floor Kg 92.16 92.16 159.0 False None None False None False 14653.44 0 4074666 158567 None code78 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam,Fourth Floor Kg 93.08 93.08 159.0 False None None False None False 14799.72 0 4074667 158567 None code79 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lintel Beams, 60kg/Cum is considered for Beam,Head room Kg 94.01 94.01 21.9 False None None False None False 2058.819 0 4074668 158567 None code80 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, Ground floor Kg 89.46 89.46 7193.04 False None None False None False 643489.3584 0 4074669 158567 None code81 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, first floor Kg 90.35 90.35 6394.51 False None None False None False 577743.9785 0 4074670 158567 None code82 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, Second floor Kg 91.25 91.25 6394.51 False None None False None False 583499.0375 0 4074671 158567 None code83 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, Third floor Kg 92.16 92.16 6394.51 False None None False None False 589318.0416 0 4074672 158567 None code84 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, Fourth Floor Kg 93.08 93.08 6394.51 False None None False None False 595200.9908 0 4074673 158567 None code85 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, Head room Kg 94.01 94.01 691.31 False None None False None False 64990.0531 0 4074674 158567 None code86 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),Slab, 85kg/Cum is considered for Slab, OHT Kg 94.01 94.01 437.75 False None None False None False 41152.8775 0 4074675 158567 None code87 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, Ground floor Kg 89.46 89.46 630.9 False None None False None False 56440.314 0 4074676 158567 None code88 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, first floor Kg 90.35 90.35 626.85 False None None False None False 56635.8975 0 4074677 158567 None code89 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, Second floor Kg 91.25 91.25 650.85 False None None False None False 59390.0625 0 4074678 158567 None code90 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, Third floor Kg 92.16 92.16 650.85 False None None False None False 59982.336 0 4074679 158567 None code91 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, Fourth Floor Kg 93.08 93.08 650.85 False None None False None False 60581.118 0 4074680 158567 None code92 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),120kg/Cum is considered for Stair Case, oht Kg 94.01 94.01 308.04 False None None False None False 28958.8404 0 4074681 158567 None code93 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Ground floor Kg 89.46 89.46 1355.2 False None None False None False 121236.192 0 4074682 158567 None code94 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, first floor Kg 90.35 90.35 443.92 False None None False None False 40108.172 0 4074683 158567 None code95 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Second floor Kg 91.25 91.25 443.92 False None None False None False 40507.7 0 4074684 158567 None code96 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Third floor Kg 92.16 92.16 443.92 False None None False None False 40911.6672 0 4074685 158567 None code97 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Fourth Floor Kg 93.08 93.08 443.92 False None None False None False 41320.0736 0 4074686 158567 None code98 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Lift concrete wall, 120kg/Cum is considered for lift concrete wall, Head room lift Kg 94.08 94.08 394.2 False None None False None False 37086.336 0 4074687 158567 None code99 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24), Curtain wall, 85kg /Cum is considered for Curtain wall Kg 89.46 89.46 3111.0 False None None False None False 278310.06 0 4074688 158567 None code100 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, Ground floor Kg 89.46 89.46 196.03 False None None False None False 17536.8438 0 4074689 158567 None code101 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, first floor Kg 90.35 90.35 292.04 False None None False None False 26385.814 0 4074690 158567 None code102 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, Second floor Kg 91.25 91.25 292.04 False None None False None False 26648.65 0 4074691 158567 None code103 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, Third floor Kg 92.16 92.16 292.04 False None None False None False 26914.4064 0 4074692 158567 None code104 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, Fourth Floor Kg 93.08 93.08 292.04 False None None False None False 27183.0832 0 4074693 158567 None code105 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft cannealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings.(P.No.18, I.No 2.11 (Vol-1) of PW, P&IWTD SR 2023-24),85kg /Cum is considered for Chejja, terrace Kg 94.08 94.08 29.84 False None None False None False 2807.3472 0 4074694 158567 None code106 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.(P.No.7, I.No.1.9 of PW, P&IWTD SR 2023-24)(vol-1) Cum 266.0 266.0 288.93 False None None False None False 76855.38 0 4074695 158567 None code107 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.(P.No.7, I.No.1.9 of PW, P&IWTD SR 2023-24)(vol-1) earthfilling of the plinth area and column Cum 266.0 266.0 248.59 False None None False None False 66124.94 0 4074696 158567 None code108 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2) Sqm 1310.0 1310.0 267.74 False None None False None False 350739.4 0 4074697 158567 None code109 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2)First floor Sqm 1323.1 1323.1 247.22 False None None False None False 327096.782 0 4074698 158567 None code110 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2), Second floor same as first floor Qty Sqm 1336.33 1336.33 247.22 False None None False None False 330367.5026 0 4074699 158567 None code111 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2),Third floor same as Second floor Qty Sqm 1349.7 1349.7 247.22 False None None False None False 333672.834 0 4074700 158567 None code112 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2),Fourth Floor same as Second floor Qty Sqm 1363.2 1363.2 247.22 False None None False None False 337010.304 0 4074701 158567 None code113 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.32 of PW, P&IWTD SR 2023-24)(vol-2),Terrace floor Sqm 1376.83 1376.83 214.57 False None None False None False 295426.4131 0 4074702 158567 None code114 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), Ground floor (150 mm wall) Sqm 1231.0 1231.0 221.05 False None None False None False 272112.55 0 4074703 158567 None code115 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), First floor Sqm 1243.31 1243.31 304.75 False None None False None False 378898.7225 0 4074704 158567 None code116 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), Terrace floor Sqm 1293.79 1293.79 17.64 False None None False None False 22822.4556 0 4074705 158567 None code117 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), Second floor same as first floor Qty Sqm 1255.74 1255.74 304.75 False None None False None False 382686.765 0 4074706 158567 None code118 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), Third floor same as Second floor Qty Sqm 1268.3 1268.3 304.75 False None None False None False 386514.425 0 4074707 158567 None code119 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24), Fourth Floor same as third floor Qty Sqm 1280.98 1280.98 304.75 False None None False None False 390378.655 0 4074708 158567 None code120 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.34 of PW, P&IWTD SR 2023-24)(vol-2), Ground floor Sqm 1104.0 1104.0 36.14 False None None False None False 39898.56 0 4074709 158567 None code121 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.34 of PW, P&IWTD SR 2023-24)(vol-2), First floor Sqm 1115.04 1115.04 115.76 False None None False None False 129077.0304 0 4074710 158567 None code122 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.34 of PW, P&IWTD SR 2023-24)(vol-2), Second floor Sqm 1126.2 1126.2 115.76 False None None False None False 130368.912 0 4074711 158567 None code123 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.34 of PW, P&IWTD SR 2023-24)(vol-2), Third floor Sqm 1137.46 1137.46 115.76 False None None False None False 131672.3696 0 4074712 158567 None code124 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, I.No.6.34 of PW, P&IWTD SR 2023-24)(vol-2), Fourth floor Sqm 1148.83 1148.83 115.76 False None None False None False 132988.5608 0 4074713 158567 None code125 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), Ground floor Sqm 326.23 326.23 566.46 False None None False None False 184796.2458 0 4074714 158567 None code126 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), First floor Sqm 329.49 329.49 478.18 False None None False None False 157555.5282 0 4074715 158567 None code127 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), Second floor Sqm 332.78 332.78 478.18 False None None False None False 159128.7404 0 4074716 158567 None code128 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), third floor Sqm 336.11 336.11 478.18 False None None False None False 160721.0798 0 4074717 158567 None code129 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), fourth floor Sqm 339.47 339.47 478.18 False None None False None False 162327.7646 0 4074718 158567 None code130 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in-charge, (P.No.40, Vol- 2 , I.No.8.6.1 of PW, P&IWTD SR 2023-24), Terrace floor Sqm 342.87 342.87 49.7 False None None False None False 17040.639 0 4074719 158567 None code131 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering - Ground Floor Sqm 241.0 241.0 1061.87 False None None False None False 255910.67 0 4074720 158567 None code132 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering First floor Sqm 243.41 243.41 1141.16 False None None False None False 277769.7556 0 4074721 158567 None code133 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering Second floor Sqm 245.84 245.84 1141.16 False None None False None False 280542.7744 0 4074722 158567 None code134 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering Third floor S Sqm 248.3 248.3 1141.16 False None None False None False 283350.028 0 4074723 158567 None code135 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering Fourth floor Sqm 250.78 250.78 1141.16 False None None False None False 286180.1048 0 4074724 158567 None code136 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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.(P.No.41, Vol- 2 , I.No.8.1.2 of PW, P&IWTD SR 2023-24) Wall plastering Head room Sqm 253.29 253.29 153.07 False None None False None False 38771.1003 0 4074725 158567 None code137 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering - Ground floor Sqm 279.0 279.0 729.54 False None None False None False 203541.66 0 4074726 158567 None code138 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering -First Floor Sqm 281.79 281.79 491.79 False None None False None False 138581.5041 0 4074727 158567 None code139 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering -Second floor Sqm 284.6 284.6 491.79 False None None False None False 139963.434 0 4074728 158567 None code140 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering -Third floor Sqm 287.45 287.45 491.79 False None None False None False 141365.0355 0 4074729 158567 None code141 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering -Fourth floor Sqm 290.32 290.32 491.79 False None None False None False 142776.4728 0 4074730 158567 None code142 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24)External plastering -Head room Sqm 293.22 293.22 317.5 False None None False None False 93097.35 0 4074731 158567 None code143 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Ground floor Sqm 1145.0 1145.0 354.78 False None None False None False 406223.1 0 4074732 158567 None code144 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24)First floor Sqm 1156.45 1156.45 320.89 False None None False None False 371093.2405 0 4074733 158567 None code145 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Second floor Sqm 1168.01 1168.01 320.89 False None None False None False 374802.7289 0 4074734 158567 None code146 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Third floor Sqm 1179.7 1179.7 320.89 False None None False None False 378553.933 0 4074735 158567 None code147 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Fourth floor Sqm 1191.5 1191.5 320.89 False None None False None False 382340.435 0 4074736 158567 None code148 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm (P.No.60, Vol- 2 , I.No.9.12.2 of PW, P&IWTD SR 2023-24) Terrace floor Sqm 1203.41 1203.41 3.93 False None None False None False 4729.4013 0 4074737 158567 None code149 Providing and laying flamed finish 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 directedby the Engineer-in-Charge : ** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent.(P.No.63, Vol- 2 , I.No.9.23 of PW, P&IWTD SR 2023-24) Sqm 2466.0 2466.0 92.0 False None None False None False 226872.0 0 4074738 158567 None code150 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm Sqm 1145.0 1145.0 11.12 False None None False None False 12732.4 0 4074739 158567 None code151 Providing and laying Polished Sadarahalli Grey 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 20 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 (P.No.64, I.No.9.31 of PW, P&IWTD SR 2023-24)(vol-2) Ground floor Sqm 2085.0 2085.0 113.79 False None None False None False 237252.15 0 4074740 158567 None code152 roviding and laying Polished Sadarahalli Grey 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 20 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 (P.No.64, I.No.9.31 of PW, P&IWTD SR 2023-24)(vol-2) First floor Sqm 2105.85 2105.85 124.05 False None None False None False 261230.6925 0 4074741 158567 None code153 roviding and laying Polished Sadarahalli Grey 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 20 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 (P.No.64, I.No.9.31 of PW, P&IWTD SR 2023-24)(vol-2)Second floor Sqm 2126.9 2126.9 124.05 False None None False None False 263841.945 0 4074742 158567 None code154 roviding and laying Polished Sadarahalli Grey 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 20 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 (P.No.64, I.No.9.31 of PW, P&IWTD SR 2023-24)(vol-2)Third floor Same Sqm 2148.16 2148.16 124.05 False None None False None False 266479.248 0 4074743 158567 None code155 roviding and laying Polished Sadarahalli Grey 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 20 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 (P.No.64, I.No.9.31 of PW, P&IWTD SR 2023-24)(vol-2)Fourth floor Sqm 2169.65 2169.65 124.05 False None None False None False 269145.0825 0 4074744 158567 None code156 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.(P.No.60, I.No.9.11-Vol-2 of PW, P&IWTD SR 2023-24) Flooring Ceramic Tiles - Ground floor Sqm 889.0 889.0 15.59 False None None False None False 13859.51 0 4074745 158567 None code157 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.(P.No.60, I.No.9.11-Vol-2 of PW, P&IWTD SR 2023-24) Flooring Ceramic Tiles -First floor Sqm 897.9 897.9 92.26 False None None False None False 82840.254 0 4074746 158567 None code158 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.(P.No.60, I.No.9.11-Vol-2 of PW, P&IWTD SR 2023-24) Flooring Ceramic Tiles - Second floor Same Sqm 906.88 906.88 92.26 False None None False None False 83668.7488 0 4074747 158567 None code159 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.(P.No.60, I.No.9.11-Vol-2 of PW, P&IWTD SR 2023-24) Flooring Ceramic Tiles -Third floor Sqm 915.95 915.95 92.26 False None None False None False 84505.547 0 4074748 158567 None code160 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.(P.No.60, I.No.9.11-Vol-2 of PW, P&IWTD SR 2023-24) Flooring Ceramic Tiles -Fourth floor Sqm 925.11 925.11 92.26 False None None False None False 85350.6486 0 4074749 158567 None code161 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.(P.No.65, I.No.9.39 of PW, P&IWTD SR 2023-24)(vol-2) Ground floor Sqm 1449.0 1449.0 123.24 False None None False None False 178574.76 0 4074750 158567 None code162 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.(P.No.65, I.No.9.39 of PW, P&IWTD SR 2023-24)(vol-2) First floor Sqm 1463.5 1463.5 192.98 False None None False None False 282426.23 0 4074751 158567 None code163 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.(P.No.65, I.No.9.39 of PW, P&IWTD SR 2023-24)(vol-2) Second floor Sqm 1478.13 1478.13 192.98 False None None False None False 285249.5274 0 4074752 158567 None code164 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.(P.No.65, I.No.9.39 of PW, P&IWTD SR 2023-24)(vol-2)Third floor Sqm 1492.91 1492.91 192.98 False None None False None False 288101.7718 0 4074753 158567 None code165 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.(P.No.65, I.No.9.39 of PW, P&IWTD SR 2023-24)(vol-2)Fourth floor Sqm 1507.84 1507.84 192.98 False None None False None False 290982.9632 0 4074754 158567 None code166 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing = Ground floor Nos 1016.0 1016.0 10.0 False None None False None False 10160.0 0 4074755 158567 None code167 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing =First floor Nos 1026.16 1026.16 16.0 False None None False None False 16418.56 0 4074756 158567 None code168 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing = Second floor Nos 1036.42 1036.42 16.0 False None None False None False 16582.72 0 4074757 158567 None code169 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing =Third floor Nos 1046.78 1046.78 16.0 False None None False None False 16748.48 0 4074758 158567 None code170 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing =Fourth floor Nos 1057.25 1057.25 16.0 False None None False None False 16916.0 0 4074759 158567 None code171 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.(P.No.105, I.No.12.51 of PW, P&IWTD SR 2023-24)(vol-2) Door Frame Fixing =Head room Nos 1067.82 1067.82 2.0 False None None False None False 2135.64 0 4074760 158567 None code172 Providing White Salwood 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) - ground floor Cum 98815.0 98815.0 1.74 False None None False None False 171938.1 0 4074761 158567 None code173 Providing White Salwood 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) -First floor Cum 99803.15 99803.15 1.85 False None None False None False 184635.8275 0 4074762 158567 None code174 Providing White Salwood 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) -Second floor Cum 100801.18 100801.18 1.85 False None None False None False 186482.183 0 4074763 158567 None code175 Providing White Salwood 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) -Third floor Cum 101809.2 101809.2 1.85 False None None False None False 188347.02 0 4074764 158567 None code176 Providing White Salwood 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) -Fourth floor Cum 102827.3 102827.3 1.85 False None None False None False 190230.505 0 4074765 158567 None code177 Providing White Salwood 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.(P.No.100, I.No.12.13.1 of PW, P&IWTD SR 2023-24)(vol-2) White Sal (125x150mm) -Terrace floor Cum 103855.57 103855.57 0.26 False None None False None False 27002.4482 0 4074766 158567 None code178 roviding and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures )(P.No.100, I.No.12.15 of PW, P&IWTD SR 2023-24)(vol-2) MD Sqm 7444.0 7444.0 4.63 False None None False None False 34465.72 0 4074767 158567 None code179 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. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door - Ground floor Sqm 3005.0 3005.0 35.7 False None None False None False 107278.5 0 4074768 158567 None code180 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. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door -First floor Sqm 3035.05 3035.05 33.08 False None None False None False 100399.454 0 4074769 158567 None code181 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. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door -Second floor Sqm 3065.4 3065.4 33.08 False None None False None False 101403.432 0 4074770 158567 None code182 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. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door -Third floor Sqm 3096.05 3096.05 33.08 False None None False None False 102417.334 0 4074771 158567 None code183 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. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door -Fourth floor Sqm 3127.01 3127.01 33.08 False None None False None False 103441.4908 0 4074772 158567 None code184 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. 30 mm thick both side commercial (P.No.105, I.No.12.57.3-Vol-2 of PW, P&IWTD SR 2023-2024) 30 mm Shutter Door -Terrace floor Sqm 3158.28 3158.28 5.78 False None None False None False 18254.8584 0 4074773 158567 None code185 providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and crewed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) (P.No.110, I.No.12.93.2 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door - Ground floor Mtr 764.0 764.0 9.9 False None None False None False 7563.6 0 4074774 158567 None code186 providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and crewed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) (P.No.110, I.No.12.93.2 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -First floor Mtr 771.64 771.64 123.75 False None None False None False 95490.45 0 4074775 158567 None code187 providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and crewed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) (P.No.110, I.No.12.93.2 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Second floor Mtr 779.28 779.28 123.75 False None None False None False 96435.9 0 4074776 158567 None code188 providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and crewed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) (P.No.110, I.No.12.93.2 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Third floor Mtr 786.92 786.92 123.75 False None None False None False 97381.35 0 4074777 158567 None code189 providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and crewed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) (P.No.110, I.No.12.93.2 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Fourth floor Mtr 794.56 794.56 123.75 False None None False None False 98326.8 0 4074778 158567 None code190 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximumSl. No. Specification Unit RateKarnataka Public Works Department Volume-2KPWD VOL-2toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (P.No.112, I.No.12.94.1 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door - Ground floor Sqm 3485.0 3485.0 3.15 False None None False None False 10977.75 0 4074779 158567 None code191 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximumSl. No. Specification Unit RateKarnataka Public Works Department Volume-2KPWD VOL-2toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (P.No.112, I.No.12.94.1 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -First floor Sqm 3519.85 3519.85 39.38 False None None False None False 138611.693 0 4074780 158567 None code192 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximumSl. No. Specification Unit RateKarnataka Public Works Department Volume-2KPWD VOL-2toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (P.No.112, I.No.12.94.1 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Second floor Sqm 3555.04 3555.04 39.38 False None None False None False 139997.4752 0 4074781 158567 None code193 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximumSl. No. Specification Unit RateKarnataka Public Works Department Volume-2KPWD VOL-2toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (P.No.112, I.No.12.94.1 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Third floor Sqm 3590.6 3590.6 39.38 False None None False None False 141397.828 0 4074782 158567 None code194 Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximumSl. No. Specification Unit RateKarnataka Public Works Department Volume-2KPWD VOL-2toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (P.No.112, I.No.12.94.1 -Vol-2 of PW, P&IWTD SR 2023-2024) wpc Door -Fourth floor Sqm 3626.5 3626.5 39.38 False None None False None False 142811.57 0 4074783 158567 None code195 Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window - Ground floor Sqm 6734.0 6734.0 41.52 False None None False None False 279595.68 0 4074784 158567 None code196 Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window -First Floor Sqm 6801.34 6801.34 34.56 False None None False None False 235054.3104 0 4074785 158567 None code197 Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window -Second Floor Sqm 6869.35 6869.35 34.56 False None None False None False 237404.736 0 4074786 158567 None code198 Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window -Third Floor Sqm 6938.04 6938.04 34.56 False None None False None False 239778.6624 0 4074787 158567 None code199 Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window -Fourth Floor Sqm 7007.42 7007.42 34.56 False None None False None False 242176.4352 0 4074788 158567 None code200 Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) andlead free, gaskets -grey colour having isolated drainage and reinforced withGalvanized Iron profile through-out the window frame. The outer framehaving an overall size of 108mm width x 45mmheight with reinforcementof 1mm thickness and Sash with overall size of 39mm x 75mm with GIreinforcement of 2mm and mesh sash of size 37mm x 58mm. CoextrudedGlazing bead for fixing of glass shall be of size 20mm x 24 mm. Windowsshall be provided with 6mm plain float glass, standard hardware& Multipoint locking system with touch lock. Wall thickness of frame & sash shallbe of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (Thecost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.110, I.No.12.90 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window -Terrace Floor Sqm 7077.5 7077.5 2.16 False None None False None False 15287.4 0 4074789 158567 None code201 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.109, I.No.12.85 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window Ground floor Sqm 5719.0 5719.0 22.03 False None None False None False 125989.57 0 4074790 158567 None code202 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.109, I.No.12.85 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window First floor Sqm 5776.0 5776.0 43.45 False None None False None False 250967.2 0 4074791 158567 None code203 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.109, I.No.12.85 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window Second floor Sqm 5833.0 5833.0 43.45 False None None False None False 253443.85 0 4074792 158567 None code204 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.109, I.No.12.85 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window third floor Sqm 5895.0 5895.0 43.45 False None None False None False 256137.75 0 4074793 158567 None code205 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.109, I.No.12.85 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window fourth floor Sqm 5951.0 5951.0 43.45 False None None False None False 258570.95 0 4074794 158567 None code206 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.109, I.No.12.85 of PW, P&IWTD SR 2023-24)(vol-2) UPVC Window Terrace floor Sqm 6010.72 6010.72 2.14 False None None False None False 12862.9408 0 4074795 158567 None code207 Providing and fixing M.S grills of required pattern in frames of windows etc . With M.S . Flat ,square or round bars etc . Including priming coat with approved steel primer all complete . Fixed to steel window by welding. Kg 168.0 168.0 9424.91 False None None False None False 1583384.88 0 4074796 158567 None code208 Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock Ground floor Nos 1052.0 1052.0 10.0 False None None False None False 10520.0 0 4074797 158567 None code209 Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock First floor Nos 1062.52 1062.52 16.0 False None None False None False 17000.32 0 4074798 158567 None code210 Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock Second floor Nos 1073.14 1073.14 16.0 False None None False None False 17170.24 0 4074799 158567 None code211 Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock -Third floor Nos 1083.87 1083.87 16.0 False None None False None False 17341.92 0 4074800 158567 None code212 Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock -Fourth floor Nos 1094.7 1094.7 16.0 False None None False None False 17515.2 0 4074801 158567 None code213 Providing and fixing fixtures for Door incluidng screws etc., complete as per specification and as per the directions by the Engineer in charge.Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete (P.No.105, Vol-2, I.No.12.60 of PW, P&IWTD SR 2023-24) Main Door Lock terrace Nos 1105.64 1105.64 2.0 False None None False None False 2211.28 0 4074802 158567 None code214 Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) Ground floor Nos 435.0 435.0 30.0 False None None False None False 13050.0 0 4074803 158567 None code215 Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) First floor Nos 439.35 439.35 48.0 False None None False None False 21088.8 0 4074804 158567 None code216 Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) Second floor Nos 443.74 443.74 48.0 False None None False None False 21299.52 0 4074805 158567 None code217 Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) Third floor Nos 448.17 448.17 48.0 False None None False None False 21512.16 0 4074806 158567 None code218 Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) Fourth floor Nos 452.65 452.65 48.0 False None None False None False 21727.2 0 4074807 158567 None code219 Providing and fixing bright finished brasstower bolts (barrel type) with necessary screws etc. complete : 250 x 10mm (P.No.107, Vol-2, I.No.12.76.1 of PW, P&IWTD SR 2023-24) Tower Bolt 300mm long ( 3 bolts/ door) terrace Nos 457.17 457.17 6.0 False None None False None False 2743.02 0 4074808 158567 None code220 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) Ground floor Nos 236.0 236.0 10.0 False None None False None False 2360.0 0 4074809 158567 None code221 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) First floor Nos 238.36 238.36 16.0 False None None False None False 3813.76 0 4074810 158567 None code222 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) Second floor Nos 240.74 240.74 16.0 False None None False None False 3851.84 0 4074811 158567 None code223 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) Third floor Nos 243.14 243.14 16.0 False None None False None False 3890.24 0 4074812 158567 None code224 Providing and fixing 150 mm bright finish cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) Fourth floor Nos 245.57 245.57 16.0 False None None False None False 3929.12 0 4074813 158567 None code225 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete (P.No.200, Vol-2, I.No.20.28 of PW, P&IWTD SR 2023-24) Door Stopper/magnetic catch (1 /Door) terrace Nos 248.02 248.02 2.0 False None None False None False 496.04 0 4074814 158567 None code226 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) Ground floor Nos 249.0 249.0 20.0 False None None False None False 4980.0 0 4074815 158567 None code227 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) First floor Nos 251.5 251.5 32.0 False None None False None False 8048.0 0 4074816 158567 None code228 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) Second floor Nos 254.01 254.01 32.0 False None None False None False 8128.32 0 4074817 158567 None code229 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) Third floor Nos 256.55 256.55 32.0 False None None False None False 8209.6 0 4074818 158567 None code230 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) Fourth floor Nos 259.11 259.11 32.0 False None None False None False 8291.52 0 4074819 158567 None code231 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125mm with plate 175x32 mm (P.No.108, Vol-2, I.No.12.79.1 of PW, P&IWTD SR 2023-24) 15 cm Handle (2 Handle/Door) terrace Nos 261.61 261.61 4.0 False None None False None False 1046.44 0 4074820 158567 None code232 Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door) Ground floor Nos 275.0 275.0 44.0 False None None False None False 12100.0 0 4074821 158567 None code233 Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door) First floor Nos 277.75 277.75 64.0 False None None False None False 17776.0 0 4074822 158567 None code234 Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door) Second floor Nos 280.53 280.53 64.0 False None None False None False 17953.92 0 4074823 158567 None code235 Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door)Third floor Nos 283.33 283.33 64.0 False None None False None False 18133.12 0 4074824 158567 None code236 Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door) Fourth floor Nos 286.16 286.16 64.0 False None None False None False 18314.24 0 4074825 158567 None code237 Providing and fixing bright finished brass butt hinges with necessary screws etc.: complete125x85x5.5 mm (heavy type) : (P.No.107, Vol-2, I.No.12.75.1 of PW, P&IWTD SR 2023-24) 125 mm Hinges (4 Hinges/Door) terrace Nos 261.61 261.61 8.0 False None None False None False 2092.88 0 4074826 158567 None code238 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, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.85, I.No.11.28 of PW, P&IWTD SR 2023-24)(vol-2)SS Hand railing (15 kg/sqm) - Ground floor Kg 565.0 565.0 462.5 False None None False None False 261312.5 0 4074827 158567 None code239 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, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.85, I.No.11.28 of PW, P&IWTD SR 2023-24)(vol-2)SS Hand railing (15 kg/sqm) -First floor Kg 570.65 570.65 187.5 False None None False None False 106996.875 0 4074828 158567 None code240 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, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.85, I.No.11.28 of PW, P&IWTD SR 2023-24)(vol-2)SS Hand railing (15 kg/sqm) -Second floor Kg 576.36 576.36 187.5 False None None False None False 108067.5 0 4074829 158567 None code241 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, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.85, I.No.11.28 of PW, P&IWTD SR 2023-24)(vol-2)SS Hand railing (15 kg/sqm) -Third floor Kg 582.12 582.12 187.5 False None None False None False 109147.5 0 4074830 158567 None code242 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, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.85, I.No.11.28 of PW, P&IWTD SR 2023-24)(vol-2)SS Hand railing (15 kg/sqm) -Fourth floor Kg 587.94 587.94 187.5 False None None False None False 110238.75 0 4074831 158567 None code243 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)Rough plastering - Ground Floor Sqm 279.0 279.0 87.19 False None None False None False 24326.01 0 4074832 158567 None code244 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)Rough plastering - First floor Sqm 281.79 281.79 224.11 False None None False None False 63151.9569 0 4074833 158567 None code245 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)Rough plastering - Second floor Sqm 284.6 284.6 224.11 False None None False None False 63781.706 0 4074834 158567 None code246 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)Rough plastering - Third floor Sqm 287.45 287.45 224.11 False None None False None False 64420.4195 0 4074835 158567 None code247 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)Rough plastering - Fourth floor Sqm 290.32 290.32 224.11 False None None False None False 65063.6152 0 4074836 158567 None code248 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) Ground floor Sqm 100.0 100.0 1628.33 False None None False None False 162833.0 0 4074837 158567 None code249 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) First floor Sqm 101.0 101.0 1619.34 False None None False None False 163553.34 0 4074838 158567 None code250 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) Second floor Sqm 102.01 102.01 1619.34 False None None False None False 165188.8734 0 4074839 158567 None code251 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) Third floor Sqm 103.03 103.03 1619.34 False None None False None False 166840.6002 0 4074840 158567 None code252 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) Fourth floor Sqm 104.06 104.06 1619.34 False None None False None False 168508.5204 0 4074841 158567 None code253 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.(P.No.50, I.No.8.51 of PW, P&IWTD SR 2023-24)(vol-2) Head room Sqm 105.1 105.1 202.77 False None None False None False 21311.127 0 4074842 158567 None code254 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 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 (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) Ground floor Sqm 156.0 156.0 1628.33 False None None False None False 254019.48 0 4074843 158567 None code255 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 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 (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) First floor Sqm 157.56 157.56 1619.34 False None None False None False 255143.2104 0 4074844 158567 None code256 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 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 (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) Second floor Sqm 159.13 159.13 1619.34 False None None False None False 257685.5742 0 4074845 158567 None code257 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 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 (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) Third floor Sqm 160.72 160.72 1619.34 False None None False None False 260260.3248 0 4074846 158567 None code258 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 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 (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) Fourth floor Sqm 162.33 162.33 1619.34 False None None False None False 262867.4622 0 4074847 158567 None code259 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 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 (P.No.46, I.No.8.32 Vol-2 of PW, P&IWTD SR 2023-24) Head room Sqm 163.96 163.96 202.77 False None None False None False 33246.1692 0 4074848 158567 None code260 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 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. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting Ground floor Sqm 174.0 174.0 729.54 False None None False None False 126939.96 0 4074849 158567 None code261 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 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. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting First floor Sqm 175.74 175.74 491.79 False None None False None False 86427.1746 0 4074850 158567 None code262 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 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. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting Second floor Sqm 177.49 177.49 491.79 False None None False None False 87287.8071 0 4074851 158567 None code263 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 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. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting Third floor Sqm 179.27 179.27 491.79 False None None False None False 88163.1933 0 4074852 158567 None code264 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 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. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting Fourt floor Sqm 181.06 181.06 491.79 False None None False None False 89043.4974 0 4074853 158567 None code265 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 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. (P.No.46, I.No.8.30 of PW, P&IWTD SR 2023-24)(vol-2) External painting head room parapet Sqm 182.87 182.87 317.5 False None None False None False 58061.225 0 4074854 158567 None code266 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. (P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2) Sqm 115.0 115.0 416.96 False None None False None False 47950.4 0 4074855 158567 None code267 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2) Ground floor Sqm 115.0 115.0 37.26 False None None False None False 4284.9 0 4074856 158567 None code268 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)First floor Sqm 116.15 116.15 37.8 False None None False None False 4390.47 0 4074857 158567 None code269 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)Second floor Sqm 117.31 117.31 37.8 False None None False None False 4434.318 0 4074858 158567 None code270 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)Third floor Sqm 118.48 118.48 37.8 False None None False None False 4478.544 0 4074859 158567 None code271 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)Fourth floor Sqm 119.66 119.66 37.8 False None None False None False 4523.148 0 4074860 158567 None code272 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.(P.No.48, I.No.8.40 of PW, P&IWTD SR 2023-24)(vol-2)Head room Sqm 120.86 120.86 6.12 False None None False None False 739.6632 0 4074861 158567 None code273 providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surfacepreparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.(P.No.149, I.No.15.1-Vol-2 of PW, P&IWTD SR 2023-24)Terrace Area Sqm 817.0 817.0 600.0 False None None False None False 490200.0 0 4074862 158567 None code274 Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break Greater than120% as per ASTM D 412, Tensile strength Greater than1N mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification.(P.No.152, I.No.15.11-Vol-2 of PW, P&IWTD SR 2023-24) Sqm 525.0 525.0 438.7 False None None False None False 230317.5 0 4074863 158567 None code275 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thickcompacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.(P.NO.63,l.NO.9.27 , vol -2 OF PW&IWTD SR 2023-24)Portico Entrance Sqm 800.0 800.0 41.41 False None None False None False 33128.0 0 4074864 158567 None code276 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401, For Grading -V Material for paver base (P.NO.19,I.NO. 4.2-401-B, Vol-3 OF PW,P&IWTD SR (2023-24) Portico Entrance Cum 2359.0 2359.0 9.18 False None None False None False 21655.62 0 4074865 158567 None code277 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Sill Concrete Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (P.NO.16,I.NO. 2.4.1, Vol-2 OF PW,P&IWTD SR (2023-24) Cum 6404.0 6404.0 3.39 False None None False None False 21709.56 0 4074866 158567 None code278 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.NO.16,I.NO. 2.4.2, Vol-2 OF PW,P&IWTD SR (2023-24) Cum 6323.0 6323.0 2.29 False None None False None False 14479.67 0 4074867 158567 None code279 providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide(P.NO.44,I.NO. 8.16.3, Vol-2 OF PW,P&IWTD SR (2023-24) Ground floor Mtr 44.0 44.0 850.0 False None None False None False 37400.0 0 4074868 158567 None code280 providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide(P.NO.44,I.NO. 8.16.3, Vol-2 OF PW,P&IWTD SR (2023-24) first floor Mtr 44.44 44.44 1300.0 False None None False None False 57772.0 0 4074869 158567 None code281 providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide(P.NO.44,I.NO. 8.16.3, Vol-2 OF PW,P&IWTD SR (2023-24) Second floor Mtr 45.44 45.44 1300.0 False None None False None False 59072.0 0 4074870 158567 None code282 providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide(P.NO.44,I.NO. 8.16.3, Vol-2 OF PW,P&IWTD SR (2023-24) Third floor Mtr 45.89 45.89 1300.0 False None None False None False 59657.0 0 4074871 158567 None code283 providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide(P.NO.44,I.NO. 8.16.3, Vol-2 OF PW,P&IWTD SR (2023-24) Fourth floor Mtr 46.35 46.35 1300.0 False None None False None False 60255.0 0 4074872 158567 None code284 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2) duct door Ground floor Sqm 4478.0 4478.0 2.52 False None None False None False 11284.56 0 4074873 158567 None code285 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2) duct door First floor Sqm 4522.78 4522.78 2.52 False None None False None False 11397.4056 0 4074874 158567 None code286 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2) duct door Second floor Sqm 4568.0 4568.0 2.52 False None None False None False 11511.36 0 4074875 158567 None code287 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2) duct door Third floor Sqm 4613.68 4613.68 2.52 False None None False None False 11626.4736 0 4074876 158567 None code288 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.77, I.No.11.5.1 of PW, P&IWTD SR 2023-24)(vol-2) duct door Fourth floor Sqm 4659.82 4659.82 2.52 False None None False None False 11742.7464 0 4074877 158567 None code289 Providing & Fixing of Integral Densified Tegular/Butt edged Eco Friendly Lightweight Calcium Silicate Suspended Ceiling System in Module Size of 600x600x15mm with Exposed GI Plain T24 Grid for Offices, Hos- pitals, Institutions, Airports, Banking Sector, Auditoriums, Community halls, laboratories, Factories and All buildings in high humidity or coastal Areas. The Eco Friendly Lightweight Calcium Silicate Ceiling tiles shall be made from Non Cementitious Hydrated Calcium Silicate Slurry/ Mixture, Reinforced recycled material with fibers and natural fillers. Free from Formaldehyde and other harmful materials. Doesn't contain any toxic ingredients.The Tiles should have Humidity Resistance (RH) of 100%, Water Resistance, Non Combustible: as per BS:476 Part-4, Fire Performance: as per BS:476 Part-6 for Fire Propagation, as per BS:476 Part-7 for Surface Spread of Flame, As per UK standards Fire Performace A1-S1-d0, Thermal Conductivity K= 0.048 to 0.050 w/m K as per ECBC code 2007, NRC (Noise Reductions Coefficient) 0.5 to 0.75 (Semi Perforated & Fully Perforated Tiles) as per IS 8225:1987, Sound Attenuation (STA) 30-32dB,Thickness of tile should be 15mm thick with 450 kg/m3 density all around on edge resting portion with Integral Densified edge and 10mm thick with 350 kg/m3 density in the center of the body, Light Reflectance Greater than 85%, Weight of material is 5-5.5 kg/m2 and Suitable for Green Building application with InOrganic Recycled content of 46- 50% out of which 18-20% should be FLYASH and meets the GRIHA & SVAGRIHA norms under the categories: GRIHA V.2015 criterion:11&12, GRIHA V.3 criterion: 17&29 and SVAGRIHA criterion:12 The tiles Shall be laid on 24mm Wide T-Sections Flanges colour white having rotary stitching on all T sections i.e. the Main runner with a web height of 38mm and 1200mm & 600mm Cross Tees with a web height of 32mm having thickness of 0.33mm and Wall angle of 24*24mm with0.4 mm thickness , having load carrying capacity of 15 kg/m2. The T sections should have Galvanizing of 120 grams per m2 and need to be installed with Suspension system P.NO-33 ,I.NO-7.54,VOL-2. SR-23.24 Falsceiling for wc & bath Sqm 1887.0 1887.0 414.55 False None None False None False 782255.85 0 4074878 158567 None code290 For Cloth washing Flatform Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (P.No.17, I.No 6.34 (Vol-1) of PW, P&IWTD SR 2023-24) lifting charges 1% Sqm 1160.31 1160.31 9.0 False None None False None False 10442.79 0 4074879 158567 None code291 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2)washing Flatform lifting charges 1% Sqm 291.33 291.33 18.0 False None None False None False 5243.94 0 4074880 158567 None code292 Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specifications. (P.No.63, I.No. 9.27 (Vol-2) of PW, P&IWTD SR 2023-24) Sqm 2388.0 2388.0 4.05 False None None False None False 9671.4 0 4074881 158567 None code293 For portico steps Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17, Vol- 2 , I.No.6.33 of PW, P&IWTD SR 2023-24) Sqm 1231.0 1231.0 37.22 False None None False None False 45817.82 0 4074882 158567 None code294 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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 (P.No.46, Vol- 2 , I.No.8.2.2 of PW, P&IWTD SR 2023-24) Sqm 279.0 279.0 20.6 False None None False None False 5747.4 0 4074883 158567 None code295 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. (P.No.23, Vol- 2 , I.No.7.18 of PW, P&IWTD SR 2023-24) For ramp Sqm 2017.0 2017.0 8.37 False None None False None False 16882.29 0 4074884 158567 None code296 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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.(P.No.41, I.No.8.2.2 of PW, P&IWTD SR 2023-24)(vol-2) Sqm 279.0 279.0 18.72 False None None False None False 5222.88 0 4074885 158567 None code297 providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications Sqm 5328.0 5328.0 13.67 False None None False None False 72833.76 0 4074886 158567 None code298 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove (P.No.54, Vol- 2 , I.No.8.72 of PW, P&IWTD SR 2023-24) Sqm 52.0 52.0 1342.0 False None None False None False 69784.0 0 4074887 158567 None code299 internal electrical Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulatedcopper wire ( confirming to IS-694: and latest amendments) witha 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall beterminated with sufficient loose length in a wood/PVC roundblock. complete for each outlet.Short Point up to 3 mtrs (P. No. 5, Sl. No. 2.1.1, Vol-6, Part-III of PWD Ele SR 2023-24) Point 285.0 285.0 184.0 False None None False None False 52440.0 0 4074888 158567 None code300 internal electrical Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulatedcopper wire ( confirming to IS-694: and latest amendments) witha 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall beterminated with sufficient loose length in a wood/PVC roundblock. complete for each outlet.Short Point up to 3 mtrs Medium Point above 3mtrs up to 6 Mtrs. (P. No. 5, Sl. No. 2.1.2, Vol-6, Part-III of PWD Ele SR 2023-24) Point 394.0 394.0 192.0 False None None False None False 75648.0 0 4074889 158567 None code301 internal electrical Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulatedcopper wire ( confirming to IS-694: and latest amendments) witha 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall beterminated with sufficient loose length in a wood/PVC roundblock. complete for each outlet.Short Point up to 3 mtrs long Point above 6mtrs up to 10 Mtrs.(P. No. 5, Sl. No. 2.1.3, Vol-6, Part-III of PWD Ele SR 2023-24) Point 570.0 570.0 80.0 False None None False None False 45600.0 0 4074890 158567 None code302 Powder coated metal box Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. The boxshould be firmly flush mounted after due groove cutting in Brick / Stone / C.C wall 3 Way (P. No. 8, Sl. No. 3.4.2, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 159.0 159.0 185.0 False None None False None False 29415.0 0 4074891 158567 None code303 Powder coated metal box Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. The boxshould be firmly flush mounted after due groove cutting in Brick / Stone / C.C wall 4-5 Way (P. No. 8, Sl. No. 3.4.3, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 177.0 177.0 60.0 False None None False None False 10620.0 0 4074892 158567 None code304 Powder coated metal box Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. The boxshould be firmly flush mounted after due groove cutting in Brick / Stone / C.C wall 6Way (P. No. 8, Sl. No. 3.4.4, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 220.0 220.0 215.0 False None None False None False 47300.0 0 4074893 158567 None code305 Powder coated metal box Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. The boxshould be firmly flush mounted after due groove cutting in Brick / Stone / C.C wall 8Way (P. No. 8, Sl. No. 3.4.5, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 261.0 261.0 15.0 False None None False None False 3915.0 0 4074894 158567 None code306 Powder coated metal box Supplying and flush mounting powder coated / galvanizedmetal box suitable for mounting modular switch plates. The boxshould be firmly flush mounted after due groove cutting in Brick / Stone / C.C wall 10-12Way (P. No. 8, Sl. No. 3.4.6, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 319.0 319.0 8.0 False None None False None False 2552.0 0 4074895 158567 None code307 Modular switch mounting polycarbonate plateSupplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.(P. No. 8, Sl. No. 3.5.2, Vol-6, Part-III of PWD Ele SR 2023-24) 3 Module Nos 161.0 161.0 185.0 False None None False None False 29785.0 0 4074896 158567 None code308 Modular switch mounting polycarbonate plateSupplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box 4-5 Module (P. No. 8, Sl. No. 3.5.3, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 175.0 175.0 60.0 False None None False None False 10500.0 0 4074897 158567 None code309 Modular switch mounting polycarbonate plateSupplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box6 Module (P. No. 8, Sl. No. 3.5.4, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 234.0 234.0 215.0 False None None False None False 50310.0 0 4074898 158567 None code310 Modular switch mounting polycarbonate plateSupplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box 8 Module (P. No. 8, Sl. No. 3.5.5, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 284.0 284.0 15.0 False None None False None False 4260.0 0 4074899 158567 None code311 Modular switch mounting polycarbonate plateSupplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box10-12 Module(P. No. 8, Sl. No. 3.5.6, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 344.0 344.0 4.0 False None None False None False 1376.0 0 4074900 158567 None code312 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A one way switch (P. No. 9, Sl. No. 3.6.1, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 102.0 102.0 827.0 False None None False None False 84354.0 0 4074901 158567 None code313 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A two way switch (P. No. 9, Sl. No. 3.6.2, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 166.0 166.0 58.0 False None None False None False 9628.0 0 4074902 158567 None code314 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A 3/5way socket (P. No. 9, Sl. No. 3.6.3, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 171.0 171.0 228.0 False None None False None False 38988.0 0 4074903 158567 None code315 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. stepped fan regulator two module (P. No. 9, Sl. No. 3.6.4, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 357.0 357.0 129.0 False None None False None False 46053.0 0 4074904 158567 None code316 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.TV/Telephone SOCKET (P. No. 9, Sl. No. 3.6.11, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 156.0 156.0 4.0 False None None False None False 624.0 0 4074905 158567 None code317 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6/16A Universal socket (Geser point, pantry) (P. No. 9, Sl. No. 3.6.10, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 236.0 236.0 19.0 False None None False None False 4484.0 0 4074906 158567 None code318 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 129316 A Switch with indicator (P. No. 9, Sl. No. 3.6.7, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 180.0 180.0 5.0 False None None False None False 900.0 0 4074907 158567 None code319 Supplying heavy gauge PVC conduit pipe ....... dia ....... mmthick confirming to IS 2509 with suitable size bends, junctionboxes, adhesive paste etc , and fixing using inverted woodplugs in case of RCC ceiling and RCC wall/ stone structure orrawl plugs in case of brick walls and cement plastering thedamaged portion using heavy gauge saddles at an interval of700mm using NF screws.20 mm dia 2 mm thick lighting (P. No. 2, Sl. No. 1.1.1, Vol-6, Part-III of PWD Ele SR 2023-24) Mtr 69.0 69.0 1425.0 False None None False None False 98325.0 0 4074908 158567 None code320 supplying heavy gauge PVC conduit pipe ....... dia ....... mmthick confirming to IS 2509 with suitable size bends, junctionboxes, adhesive paste etc , and fixing using inverted woodplugs in case of RCC ceiling and RCC wall/ stone structure orrawl plugs in case of brick walls and cement plastering thedamaged portion using heavy gauge saddles at an interval of700mm using NF screws. 25 mm dia 2 mm thick power and A/c.(P. No. 2, Sl. No. 1.1.2, Vol-6, Part-III of PWD Ele SR 2023-24) Mtr 81.0 81.0 1222.0 False None None False None False 98982.0 0 4074909 158567 None code321 Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system ofwiring with specified IS-694:confirming to latest amendments.1.5 sqmm (P. No. 5, Sl. No. 2.3.2, Vol-6, Part-III of PWD Ele SR 2023-24) Mtr 26.0 26.0 11820.0 False None None False None False 307320.0 0 4074910 158567 None code322 Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system ofwiring with specified IS-694:confirming to latest amendments. 2.5 sqmm (Ltg Ckts) (P. No. 5, Sl. No. 2.3.3, Vol-6, Part-III of PWD Ele SR 2023-24) Mtr 42.0 42.0 4282.0 False None None False None False 179844.0 0 4074911 158567 None code323 Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system ofwiring with specified IS-694:confirming to latest amendments. 4.0 sqmm (Power Ckts )(P. No. 5, Sl. No. 2.3.4, Vol-6, Part-III of PWD Ele SR 2023-24) Mtr 63.0 63.0 1340.0 False None None False None False 84420.0 0 4074912 158567 None code324 Wiring for lighting/power circuit using one of FRLS PVCinsulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system ofwiring with specified IS-694:confirming to latest amendments. 6.0 sqmm (Power Ckts )(P. No. 5, Sl. No. 2.3.5, Vol-6, Part-III of PWD Ele SR 2023-24) Mtr 92.0 92.0 332.0 False None None False None False 30544.0 0 4074913 158567 None code325 MCB DB:Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clA, bolts,nuts etc., with provision for fixing suitable type capacityMCB's single phase/3 phase/single door with powder coatedpainting Made out of 14 SWG MS enclosure.Double Door - 8 Way TP & N (P. No. 18, Sl. No. 5.19.13, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 6091.0 6091.0 8.0 False None None False None False 48728.0 0 4074914 158567 None code326 Supplying & fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materialsand 'C' Type curve, indicator ON/OFF, energy cross-3 withShort circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898.6-32A SP MCB (P. No. 17, Sl. No. 5.18.1, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 415.0 415.0 76.0 False None None False None False 31540.0 0 4074915 158567 None code327 Supplying & fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materialsand 'C' Type curve, indicator ON/OFF, energy cross-3 withShort circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898.40A TPN MCB (P. No. 17, Sl. No. 5.18.8, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 3044.0 3044.0 6.0 False None None False None False 18264.0 0 4074916 158567 None code328 Supplying & fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materialsand 'C' Type curve, indicator ON/OFF, energy cross-3 withShort circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 6089863A TPN MCB (P. No. 17, Sl. No. 5.18.8, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 3088.0 3088.0 2.0 False None None False None False 6176.0 0 4074917 158567 None code329 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.4 pole 32-40A ELCB/RCCB (P. No. 18, Sl. No. 5.20.8, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 5147.0 5147.0 7.0 False None None False None False 36029.0 0 4074918 158567 None code330 Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per W, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PFgreater than 0.95, power loss should Less than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. Theoperating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.8-9W, 6500K (P. No. 47, Sl. No. 11.11.4, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 154.0 154.0 21.0 False None None False None False 3234.0 0 4074919 158567 None code331 Supplying of.....feet PVC Batten with integrated LED tube....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI Greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor Greater than 0.9 a long with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.LED light fitting 1 x 4' - 20/22 W (P. No. 43, Sl. No. 11.3.2, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 690.0 690.0 330.0 False None None False None False 227700.0 0 4074920 158567 None code332 Supplying and fixing of round or oblong type bulk head fitting glass cover (P. No. 53, Sl. No. 12.53, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 70.0 70.0 40.0 False None None False None False 2800.0 0 4074921 158567 None code333 EXHAUST FANS Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply (P. No. 30, Sl. No. 6.1, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 1492.0 1492.0 20.0 False None None False None False 29840.0 0 4074922 158567 None code334 Supply of 11440 rpm heavy duty exhaust fan with bracket blades For a operation on 230 V , 50 Cycles.15" sweep ( 450 mm ) including pantry room (P. No. 30, Sl. No. 6.2.2, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 4446.0 4446.0 4.0 False None None False None False 17784.0 0 4074923 158567 None code335 Common area - Hostel block panel boardMAIN METER PANEL : Supply, Installation, Testing and Commissioning of METER PANEL . 16 GAUGE CRCA SHEET panels including the cost of pedestals required to fix the panels shall be generally as per the SLD and specification. Fabrication suppling and mountuing MS box, made out SWG suitable floor / wall mounting , fully weather proof with privision for better heat disspation , provided with hinged front cover, equipped with temper proof locking arrangements , with suitable size clamps with necessary cable entey pipe with gland and box should be finsihed with 7 tanks treatment with powder coated paint and finllay finished with approved colour etc,.. complete.16 SWG (P. No. 20, Sl. No. 5.42.2, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 0.43 0.43 165000.0 False None None False None False 70950.0 0 4074924 158567 None code336 Supplying of on Auto load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) 200 A (P. No. 20, Sl. No. 5.12.4, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 15249.0 15249.0 1.0 False None None False None False 15249.0 0 4074925 158567 None code337 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.160 A 25 kA (P. No. 17, Sl. No. 5.15.11, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 13447.0 13447.0 1.0 False None None False None False 13447.0 0 4074926 158567 None code338 Supplying, fixing and wiring 1000/5A to 1600/5A 15V A Burden class 1 Current Transformer (P. No. 19, Sl. No. 5.36, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 840.0 840.0 1.0 False None None False None False 840.0 0 4074927 158567 None code339 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 250 A 4 x 30 x 10 mm Aluminium Strips (P. No. 20, Sl. No. 5.40.2, Vol-6, Part-III of PWD Ele SR 2023-24) Mtr 3435.0 3435.0 4.0 False None None False None False 13740.0 0 4074928 158567 None code340 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.(P. No. 19, Sl. No. 5.38, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 515.0 515.0 3.0 False None None False None False 1545.0 0 4074929 158567 None code341 Supply and fixing of angle iron frame work fabricated out of ms angle iron,.. With bolts , washer, etc, and painted with 2 coat of red oxide and then two coats of approved paint.75 x 75 x 6 mm (P. No. 20, Sl. No. 5.41.3, Vol-6, Part-III of PWD Ele SR 2023-24) Mtr 555.0 555.0 4.0 False None None False None False 2220.0 0 4074930 158567 None code342 Supply and fixing miniature circuit breaker on existing MCB distribution boards using necessary fixing materials and C type curve indicator ON/OFF energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC60898.40 A DP (P. No. 17, Sl. No. 5.18.5, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 1060.0 1060.0 2.0 False None None False None False 2120.0 0 4074931 158567 None code343 Supply and fixing miniature circuit breaker on existing MCB distribution boards using necessary fixing materials and C type curve indicator ON/OFF energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC60898.50-63 A DP (P. No. 17, Sl. No. 5.18.7, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 1717.0 1717.0 5.0 False None None False None False 8585.0 0 4074932 158567 None code344 Supply and fixing miniature circuit breaker on existing MCB distribution boards using necessary fixing materials and C type curve indicator ON/OFF energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC60898.40 A TPN (P. No. 17, Sl. No. 5.18.8, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 3044.0 3044.0 5.0 False None None False None False 15220.0 0 4074933 158567 None code345 Supplying and fixing hylum plastic sheet 3 mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws (P. No. 9, Sl. No. 3.9, Vol-6, Part-III of PWD Ele SR 2023-24) Sqm 0.35 0.35 13000.0 False None None False None False 4550.0 0 4074934 158567 None code346 supply and fixing of Porcelain fuse channel with cut out on existing hylum sheet using necessary nuts and bolts and washers. 100 A (P. No. 14, Sl. No. 5.7.4, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 691.0 691.0 4.0 False None None False None False 2764.0 0 4074935 158567 None code347 Wiring for lighting and power circuits using one of FRLS PVC insulated 1100V grade multistand copper conductor single core cable in open or concealed system of wiring with specified IS-694:2010 10 mm² (P. No. 5 & 6, Sl. No. 2.3.6, Vol-6, Part-III of PWD Ele SR 2023-24) Mtr 167.0 167.0 60.0 False None None False None False 10020.0 0 4074936 158567 None code348 DG SETS :Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications. Engine: Diesel generating set are rated at 1500RPM and conform to ISO 8528 specifications. The engines are radiator cooled, four stroke and multi cylinder, conforming to ISO 3046. The scope of supply includes: Electrical starter motor12V DC Battery charging alternator, Bosch fuel system with mechanical governor, A1 Class. Spin-on lube oil filter, Spin-on dual fuel filter with water separator, Turbocharger, Charge air cooler, Silencer (Hospital grade), Dry type air cleaner, Shutoff coil, Flywheel and flywheel housing, First fill of lube oil and coolant, Safety for low lube oil pressure, Safety for high water temperature, Permissible overload of 10% for one hour in 12 hours of operation Capacity of Fuel Tank: Fuel tank suitable for 8 hours of operation Alternator: Alternator is suitable for operation at 1500 RPM, 415 V, 0.8 pf (lag) suitable for 50 Hz, 3 phase, 4 wire systems, conforming to IS/IEC 60034-1. The Alternator is brush less type, screen protected, revolving field, self excited, self regulated through an AVR. The alternator shall have+/- 1.0% Voltage regulation (max) in static conditions- IP: 23 protections with insulation class F&H. Mounting arrangement: Engine and alternator are mounted on a common MS fabricated base frame with AVM pads. Control Panel: The control panel is manufactured with 14/16 gauge CRCA sheet and is powder coated for weather-proof and long lasting finish. The control panel consists of the following parts:- PS0500 Controller, Aluminium bus bars with suitable capacity within/outgoing terminals, Indicating lA for Load On and Set Running, Instrument fuses duly wired and ferruled, MCCB of suitable rating with overload and short circuit protections .Genset Controller: microprocessor based generator set monitoring and control system. The control provides a simple operator interface to the generator set, manual and remote start/ stop control, shutdown fault indication, and an LCD hour counter. The integration of all functions into a single control system provides enhanced reliability and performance compared to conventional generator set control systems. This control has been designed and tested to meet harsh environment in which gensets are typically applied. Features, Functions, protections 16 character x 2 line alphanumeric LCD display with LED Backlight Operator interface, Provide a record of most recent fault conditions. Fault history stored in the control non volatile memory, Provide Alternator Data. Voltage (1 ph or 3 ph line to line and line to neutral voltage, Current (1 ph or 3 ph), kVA (3 ph and total), Frequency, Provide Engine Data, Starting battery voltage, Engine running hours, Engine Temp, Engine oil pressure, Control includes provision for Service adjustment and calibration of DG control functions, Voltage, frequency selection, Configurable input and output set up, Meter calibration, Engine controls, Power Start operates on 12 VDC batteries,-Auto start mode accepts a ground signal from remote devices to automatically start the DG set The remote start will also wake up the control system from sleep mode. Engine Starting -The control system supports automatic engine starting, Primary and back up start disconnects are achieved by battery charging alternator feedback or main alternator output frequency. Controller provide configurable time delay of 0-300 sees to start after remote start signal and time delay of 0- 600secs prior to shut down after stop signal. Sleep mode increase battery life. Configurable current settings from low to minimize current draw when genset is not working. Engine Protective functions include, (P.No. 42, I.No. 10.1.7, Part-III of Vol-6, PWD Ele SR 2023-24) AS PER KPWD SR specifications Set 900956.0 900956.0 1.0 False None None False None False 900956.0 0 4074937 158567 None code349 Supply, Erection, testing and commissioning of AMF panel suitable for .....kVA DG set. The panel is of cubical type base/floor mounting control panel with hinged doors, undrilled bottom gland plate, aluminium Bus Bar with the accommodation for .....A 4 pole contactor for alternator with thermal O/L relay,..... A 4 pole contactor for mains, HRC fuse for short circuit protection, Microprocessor based AMF module with supply failure timer, Restoration timer, 3 impulse automatic engine start/stop logic, Mains/generator voltage, ....capacity bypass switch and frequency sensing, PCC 1301controller with water temperature/Lube oil pressure/ engine speed, Voltage/ampere/Frequency/ kVA, Running-hour count, No of starts, Fault indication, over / under speed, Fails to start, Low oil pleasure, High engine temperature, Under/over voltage, over current, Earth fault relay, with indications for Mains on, Load on Mains, Battery charger on Push buttons AMF module by pass Mode, Battery charger unit with inbuilt Auto/Manual and Flat/Boost facility. The complete set shall have sufficient safety and adhere to NEC, NBC 2016, IEC, CPWD specifications, PCB norms and KSGEI Acts and Rules.Upto 100 KVA (P.No. 42, I.No. 10.2.3, Part-III of Vol-6, PWD Ele SR 2023-24) Nos 109531.0 109531.0 1.0 False None None False None False 109531.0 0 4074938 158567 None code350 UG CABLE :Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 4CX10Sq.mm wire armored) confirming to IS-3975:1990 (No. of Strip indicated in GTP & extruded PVC outer sheathed armored cable with specified IS-1554 Part-1:1988 & confirming to GTP of GROUP-A (55/7.4) 120 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm) -40 mts From Spare MCCB to Building Panel - Double run (P. No. 13, Sl. No. 214, I. No. 32.14, Vol-6, Part-II of ESCOM's SR 2023-24) Km 456889.0 456889.0 0.1 False None None False None False 45688.9 0 4074939 158567 None code351 UG CABLE :Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 4CX10Sq.mm wire armored) confirming to IS-3975:1990 (No. of Strip indicated in GTP & extruded PVC outer sheathed armored cable with specified IS-1554 Part-1:1988 & confirming to GTP of GROUP-A (55/7.4) 35 Sqmm, 3.5 Core, (14 GI Strips - 4 x 0.8 mm) - 100 mt from Building panel to STP (P. No. 13, Sl. No. 214, I. No. 32.09, Vol-6, Part-II of ESCOM's SR 2023-24) Km 154062.0 154062.0 0.2 False None None False None False 30812.4 0 4074940 158567 None code352 UG CABLE :Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 4CX10Sq.mm wire armored) confirming to IS-3975:1990 (No. of Strip indicated in GTP & extruded PVC outer sheathed armored cable with specified IS-1554 Part-1:1988 & confirming to GTP of GROUP-A (55/7.4) 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) -50.0 mt- from Building Panel to Motoar Panel (P. No. 13, Sl. No. 214, I. No. 32.05, Vol-6, Part-II of ESCOM's SR 2023-24) Km 141842.0 141842.0 0.2 False None None False None False 28368.4 0 4074941 158567 None code353 UG CABLE :Supplying of 1.1 KV LT UG cable having aluminum conductor PVC insulated, extruded inner sheathed, galvanized, steel strip (except 4CX10Sq.mm wire armored) confirming to IS-3975:1990 (No. of Strip indicated in GTP & extruded PVC outer sheathed armored cable with specified IS-1554 Part-1:1988 & confirming to GTP of GROUP-A (55/7.4) 10 Sqmm, 4 Core, (10 GI Strips - 4 x 0.8 mm) -50 mt-Building Panel to Lift Panel (P. No. 13, Sl. No. 214, I. No. 32.03, Vol-6, Part-II of ESCOM's SR 2023-24) Km 118004.0 118004.0 0.1 False None None False None False 11800.4 0 4074942 158567 None code354 Laying of 11 kV cables in existing trench/G.I. pipe/stoneware pipe/RCC hume pipe using wooden/aluminium rollers as directed by KPTCL staff (P. No. 119, Sl. No. 22 ( C ) ( i) Vol-6, Part-II of ESCOM's SR 2023-24) Cables of sizes 3C x 95 to 3C x 150 Sq mm Mtr 72.0 72.0 100.0 False None None False None False 7200.0 0 4074943 158567 None code355 Lug & Glands Heavy Duty Copper Terminal Long Barrel 95 Sqmm Copper Terminal, Apprx Wt: 58 Gm (P. No. 26 of 81 Escom SR, Sl. No.458, I. No. 59.02, Vol-6, Part-III of ESCOM's SR 2023-24) Nos 129.0 129.0 6.0 False None None False None False 774.0 0 4074944 158567 None code356 35 Sqmm Copper Terminal, Apprx Wt: 17 Gm (P. No. 26 of 81 Escom SR, Sl. No.458, I. No. 59.05, Vol-6, Part-III of ESCOM's SR 2023-24) Nos 40.0 40.0 8.0 False None None False None False 320.0 0 4074945 158567 None code357 Aluminium End Terminal (Lug) 10 mm (P. No. 26 of 81 Escom SR, Sl. No.469, I. No. 60.01, Vol-6, Part-III of ESCOM's SR 2023-24) Nos 2.0 2.0 16.0 False None None False None False 32.0 0 4074946 158567 None code358 Aluminium End Terminal (Lug) 10 mm (P. No. 26 of 81 Escom SR, Sl. No.458, I. No. 59.05, Vol-6, Part-III of ESCOM's SR 2023-24) Nos 2.0 2.0 24.0 False None None False None False 48.0 0 4074947 158567 None code359 Brass Cable Glandfor 10 to 16 mm cable -25 Sqmm (P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.01, Vol-6, Part-III of ESCOM's SR 2023-24) Nos 79.0 79.0 28.0 False None None False None False 2212.0 0 4074948 158567 None code360 for 35 Sqmm cable - 32 sqmm (P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.02, Vol-6, Part-III of ESCOM's SR 2023-24) Nos 95.0 95.0 6.0 False None None False None False 570.0 0 4074949 158567 None code361 for 95 Sqmm cable - 40 sqmm (P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.03, Vol-6, Part-III of ESCOM's SR 2023-24) Nos 148.0 148.0 6.0 False None None False None False 888.0 0 4074950 158567 None code362 EARTHING :Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm allround with alterate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.GI pipe earthing make-TATA/GENITH,JINDAL. (SR 23-24 Vol-6 Page no-54,Item no-12.57) Nos 4256.0 4256.0 4.0 False None None False None False 17024.0 0 4074951 158567 None code363 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. (Page no-54&55,Item no-12.58 Vol-6 KPWD 2023-24) a) 25x3mm GI Strip (Page No. 54, Item No.12.58.2) Mtr 82.0 82.0 120.0 False None None False None False 9840.0 0 4074952 158567 None code364 b)25x3mm Copper strip (Page No. 55, Item No.12.58.7) Mtr 570.0 570.0 40.0 False None None False None False 22800.0 0 4074953 158567 None code365 Supplying and running GI/Copper conductor for grounding and (along other wires in conduit sysytem of wiring) using necessary suitable size clamps,nails,guttas,spacers etc (SR 19-20 Page no-44,Item no-6.18.3) GI wire 8 SWG Mtr 19.0 19.0 20.0 False None None False None False 380.0 0 4074954 158567 None code366 Supplying and running GI/Copper conductor for grounding and (along other wires in conduit sysytem of wiring) using necessary suitable size clamps,nails,guttas,spacers etc (SR 19-20 Page no-44,Item no-6.18.3 Cu wire 8 SWG Mtr 105.0 105.0 20.0 False None None False None False 2100.0 0 4074955 158567 None code367 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Material code :200105 (Sl.No. 1 , I.No. 1.01, P.No. 1 Of 81 , Vol-6, ESCOM's SR 2023-24) Nos 7076.0 7076.0 5.0 False None None False None False 35380.0 0 4074956 158567 None code368 Cross Arms (MS & GI) as per IS-1977 -11 kV, Special 3 Pin Cross Arm - GI (Sl.No.14 , I.No. 2.04, P.No. 3 of 81 , Vol-6, ESCOM's SR 2023-24) Nos 1151.0 1151.0 5.0 False None None False None False 5755.0 0 4074957 158567 None code369 Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing-For 100/300 kVA 4/5 Star Rated Transformer on PSCC Pole - 9 Mtr Long, 300 Kg WL - MS (Dwg No. BESCOM/GM/QS&S/65 Dtd 24.11.2018) For 100 to 250 kVA Per Structure (Sl.No. 144, I.No. 21.05 , P.No. 9 of 81, Vol-6, ESCOM's SR 2023-24) Nos 22527.0 22527.0 1.0 False None None False None False 22527.0 0 4074958 158567 None code370 LT Distribution Box for 100 kVA DTC with MCCB's (Sheet Metal)(Dwg No. BESCOM/GM/QS&S/58 Dtd 24.11.2018) (Sl.No. 134, I.No. 18.01, P.No. 9, Vol-6, ESCOM's SR 2023-24) Nos 22686.0 22686.0 1.0 False None None False None False 22686.0 0 4074959 158567 None code371 Supplying, Erecting, testing and commissioning of 5 star rated 100 kVA capacity Distribution Transformer 11kV/433V with off load tap switch, Buchholz relay winding temperature indicator,oile temperature indicator, marshalling box with wiring, oil level indicator with 5% to -10% steps of 2.5% HT and LT cable entry box type with all standard accessories as per latest IS standard technical specification. B. cable entry 100 kVA, Aluminium Wdg, Star 2 (5 Star) (P. No. 7 & 8, Sl. No. 113, I. No. 13.03, Vol-6, Part-II of ESCOM's SR 2023-24) Nos 220185.0 220185.0 1.0 False None None False None False 220185.0 0 4074960 158567 None code372 11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT & 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch (HT Metering Box Fabricated out of 3 mm MS Sheet duly epoxy powder coated) as per revised Specification (Dwg No. BESCOM/GM/QS&S/-- Dtd 24.11.2018) (P. No. 26, Sl. No. 455, I. No. 58.01, Vol-6, Part-II of ESCOM's SR 2023-24) Nos 243472.0 243472.0 1.0 False None None False None False 243472.0 0 4074961 158567 None code373 1.Nos, 200 amp MCCB, four pole, ac 23 a duty, 415v , 50 hz , ac supply (P. No. 17, Sl. No. 5.15.16, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 21424.0 21424.0 1.0 False None None False None False 21424.0 0 4074962 158567 None code374 200A DOUBLE RUN 4X50X10 mm Aluminium bus bar (P. No. 20, Sl. No. 5.40.3, Vol-6, Part-III of PWD Ele SR 2023-24) Mtr 3435.0 3435.0 3.0 False None None False None False 10305.0 0 4074963 158567 None code375 EARTH LEAKAGE RELAY (P. No. 18, Sl. No. 5.21, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 9255.0 9255.0 1.0 False None None False None False 9255.0 0 4074964 158567 None code376 RYB indicator LED lamps suitable for 230/440v , 50 hz 12.24v DC (P. No. 19, Sl. No. 5.38, Vol-6, Part-III of PWD Ele SR 2023-24) Nos 515.0 515.0 3.0 False None None False None False 1545.0 0 4074965 158567 None code377 LT CABLES 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 120 Sqmm, 3.5 Core, (23 GI Strips - 4 x 0.8 mm) (Sl.No. 211, I.No. 32.15, P.No. 13, Vol-6, ESCOM's SR 2023-24) Km 456889.0 456889.0 0.1 False None None False None False 45688.9 0 4074966 158567 None code378 Labour charges for Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden / Aluminum Rollers as directed by the departmental staff -LT Cable 120 to 240 Sqmm (from LT Box to MP) (Sl.No. 176, I.No. 21.07, P.No. 52, Vol-6, ESCOM's SR 2023-24) Km 32278.0 32278.0 0.05 False None None False None False 1613.9 0 4074967 158567 None code379 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (Sl.No. 6.6.1, P.No. 41, Ele SR 2019-20) For 0.6m width, 0.6m depth (Pg. No. 10, I.No.. 1.19.1 of Vol-1, KPWD SR 2023-2024) Cum 476.0 476.0 150.0 False None None False None False 71400.0 0 4074968 158567 None code380 Providing, 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 water etc. 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 100 mm dia. pipes (Sl.No. 16.1.1, P.No. 187, Vol -5 SR 2023-24) Mtr 370.0 370.0 40.0 False None None False None False 14800.0 0 4074969 158567 None code381 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes 75mm dia., 6 kg/sqcm & Class 3 (Sl.No. 10.1.5, P.No. 112,Vol -5 SR 2023-24) Nos 226.6 226.6 2.0 False None None False None False 453.2 0 4074970 158567 None code382 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes63mm dia (Sl.No. 10.1.4, P.No. 112,Vol -5 SR 2023-24) Nos 165.83 165.83 2.0 False None None False None False 331.66 0 4074971 158567 None code383 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizesHeavy Duty Copper Terminal Long Barrel 120 Sqmm Copper Terminal, Apprx Wt: 64 Gm (Sl.No. 462, item no 59.06, P.No. 26,Vol -6 Escom SR 2023-24) Nos 140.0 140.0 4.0 False None None False None False 560.0 0 4074972 158567 None code384 Brass Cable Gland for 10 to 16 mm cable -25 Sqmm (P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.01, Vol-6, Part-III of ESCOM's SR 2023-24) Nos 79.0 79.0 4.0 False None None False None False 316.0 0 4074973 158567 None code385 for 35 Sqmm cable - 32 sqmm(P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.02, Vol-6, Part-III of ESCOM's SR 2023-24) Nos 95.0 95.0 2.0 False None None False None False 190.0 0 4074974 158567 None code386 Supply and laying double walled corrugated (DWC) HDPE pipe including all necessary connecting sockets /couplings /tees /bends/end-caps of same material in existing trench as per IS14390 part-11 suitable for underground cables 90mm OD/76mm ID Mtr 331.0 331.0 1.0 False None None False None False 331.0 0 4074975 158567 None code387 Supplying and fixing 2mm thick perforated Cable GI tray with existing MS angle supports using necessary GI bolts and washer or welding required 300X50mm Cable tray ( Page no-55 Vol-6 Item no- 12.59.2, KPWD 2023-24) Mtr 587.0 587.0 10.0 False None None False None False 5870.0 0 4074976 158567 None code388 EARTHING Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm allround with alterate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.GI pipe earthing make-TATA/GENITH,JINDAL. (SR 23-24 Vol-6 Page no-54,Item no-12.57) Nos 4256.0 4256.0 8.0 False None None False None False 34048.0 0 4074977 158567 None code389 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI Strip (Page No. 54, Item No.12.58.2) Mtr 82.0 82.0 260.0 False None None False None False 21320.0 0 4074978 158567 None code390 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm Copper strip (Page No. 55, Item No.12.58.7) Mtr 570.0 570.0 60.0 False None None False None False 34200.0 0 4074979 158567 None code391 Supplying and running GI/Copper conductor for grounding and (along other wires in conduit sysytem of wiring) using necessary suitable size clamps, nails, guttas, spacers etc (SR 19-20 Page no-44,Item no-6.18.3) GI wire 8 SWG Mtr 19.0 19.0 150.0 False None None False None False 2850.0 0 4074980 158567 None code392 Supplying and running GI/Copper conductor for grounding and (along other wires in conduit sysytem of wiring) using necessary suitable size clamps, nails, guttas, spacers etc (SR 19-20 Page no-44,Item no-6.18.3) Cu wire 8 SWG Mtr 105.0 105.0 10.0 False None None False None False 1050.0 0 4074981 158567 None code393 Internal PHE works :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 SR-2023-2024, Vol-2,Pg no-131,I no14.1.1 Nos 4884.0 4884.0 52.0 False None None False None False 253968.0 0 4074982 158567 None code394 Sanitary and CP fixtures - Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fix- tures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid SR-2023-2024, Vol-2,Pg no-131,I no14.2.1 Nos 4838.0 4838.0 4.0 False None None False None False 19352.0 0 4074983 158567 None code395 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps SR-2023-2024, Vol-2,Pg no-132,I no14.7.1 Nos 3082.0 3082.0 2.0 False None None False None False 6164.0 0 4074984 158567 None code396 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:SR-2023-2024, Vol-2,Pg no-137,I no14.37.1 Nos 306.0 306.0 2.0 False None None False None False 612.0 0 4074985 158567 None code397 C.P. Brass stop cock (concealed) 15 mm - GF Toilet SR-2023-2024, Vol-2,Pg no-166,A-16 Nos 525.0 525.0 2.0 False None None False None False 1050.0 0 4074986 158567 None code398 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia SR-2023-2024, Vol-2,Pg no-136,I no14.28.1.2 Nos 92.0 92.0 2.0 False None None False None False 184.0 0 4074987 158567 None code399 Providing and fixing unplasticised PVC connection pipe with brass unions : - 15 mm nominal bore SR-2023-2024, Vol-2,Pg no-118,I no13.8.2.2 Nos 91.0 91.0 2.0 False None None False None False 182.0 0 4074988 158567 None code400 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.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. SR-2023-2024, Vol-2,Pg no-137,I no14.40.2 Nos 496.0 496.0 42.0 False None None False None False 20832.0 0 4074989 158567 None code401 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.SR-2023-2024, Vol-2,Pg no-136,I no14.31 Nos 1220.0 1220.0 2.0 False None None False None False 2440.0 0 4074990 158567 None code402 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.SR-2023-2024, Vol-2,Pg no-137,I no14.38 Nos 145.0 145.0 42.0 False None None False None False 6090.0 0 4074991 158567 None code403 Providing and fixing brass bib cock of approved quality :15 mm nominal bore SR-2023-2024, Vol-2,Pg no-117,I no13.2.1 Nos 286.0 286.0 161.0 False None None False None False 46046.0 0 4074992 158567 None code404 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 510x1040 mm bowl depth 250 mmSR-2023-2024, Vol-2,Pg no-133,I no14.10 Nos 5618.0 5618.0 2.0 False None None False None False 11236.0 0 4074993 158567 None code405 Providing and fixing Sink cock with swivel spout & wall flange, wall mountable made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class - Premium SR-2023-2024, Vol-2,Pg no-140,I no14.62b Nos 2886.0 2886.0 2.0 False None None False None False 5772.0 0 4074994 158567 None code406 Providing and fixing Robe hook twin made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class - Economy SR-2023-2024, Vol-2,Pg no-114,I no14.83.a Nos 548.0 548.0 56.0 False None None False None False 30688.0 0 4074995 158567 None code407 Providing and fixing PVC (S.W.R) Multi Floor Trap 10.0 cm X 7.5 cm X 5.0 cm X 4.0 cm with all fitting arrangements & all necessary accessories complete SR-2023-2024, Vol-2,Pg no-128,I no13.63 Nos 244.0 244.0 72.0 False None None False None False 17568.0 0 4074996 158567 None code408 Providing and fixing Single lever wall mixer with L shaped Tubular bend set for overhead shower made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy SR-2023-2024, Vol-2,Pg no-140,I no14.60 a Nos 3985.0 3985.0 2.0 False None None False None False 7970.0 0 4074997 158567 None code409 Providing and fixing Overhead rain showers of minimum dimension 225x225mm & wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy SR-2023-2024, Vol-2,Pg no-143,I no14.81 a Nos 1081.0 1081.0 2.0 False None None False None False 2162.0 0 4074998 158567 None code410 Providing and fixing Wall spout with Button attachment for shower with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - ClassEconomy SR-2023-2024, Vol-2,Pg no-140,I no14.58a Nos 1807.0 1807.0 2.0 False None None False None False 3614.0 0 4074999 158567 None code411 Providing and fixing Stainless Steel Grab Bar 600 mm Long with all concealed fitting arrangements & all necessary accesories complete - Class - Premium SR-2023-2024, Vol-2,Pg no-145,I no14.96b Nos 8159.0 8159.0 2.0 False None None False None False 16318.0 0 4075000 158567 None code412 Sanitary piping - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: - 50mm nominal bore pipes, From Wash basin, Sink & Urinal line SR-2023-2024, Vol-5,Pg no-113,I no10.1.3 Mtr 101.0 101.0 110.0 False None None False None False 11110.0 0 4075001 158567 None code413 Sanitary piping - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: - PVC pipes 75mm dia., 6 kg/sqcm & class 3 Mtr 220.0 220.0 285.0 False None None False None False 62700.0 0 4075002 158567 None code414 Sanitary piping - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: - PVC pipes 110mm dia., 6 kg/sqcm & class 3SR-2023-2024, Vol-5,Pg no 113,I no10.1.7 Mtr 411.0 411.0 275.0 False None None False None False 113025.0 0 4075003 158567 None code415 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 50mm SR-2023-2024, Vol-5,,I no10.15.3 Mtr 40.0 40.0 110.0 False None None False None False 4400.0 0 4075004 158567 None code416 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 75mm SR-2023-2024, Vol-5,,I no10.15.5 Mtr 76.0 76.0 285.0 False None None False None False 21660.0 0 4075005 158567 None code417 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 110mm SR-2023-2024, Vol-5,,I no10.15.7 Mtr 112.0 112.0 275.0 False None None False None False 30800.0 0 4075006 158567 None code418 WATER SUPPLY - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no13.32.2 Mtr 379.0 379.0 460.0 False None None False None False 174340.0 0 4075007 158567 None code419 WATER SUPPLY - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall . - 25 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no13.31.3 Mtr 318.0 318.0 298.0 False None None False None False 94764.0 0 4075008 158567 None code420 WATER SUPPLY - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - 32 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no13.31.4 Mtr 400.0 400.0 65.0 False None None False None False 26000.0 0 4075009 158567 None code421 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 20 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-122,I no11.5.2 Nos 888.0 888.0 8.0 False None None False None False 7104.0 0 4075010 158567 None code422 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 25 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-122,I no11.5.3 Nos 1169.0 1169.0 3.0 False None None False None False 3507.0 0 4075011 158567 None code423 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 32 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-122,I no11.5.4 Nos 1338.0 1338.0 13.0 False None None False None False 17394.0 0 4075012 158567 None code424 External PHE works :WATER SUPPLY WORKS - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work - 20 mm nominal dia Pipes, SR-2023-2024, Vol-2,Pg no-122,I no-13.33.2 Mtr 217.0 217.0 125.0 False None None False None False 27125.0 0 4075013 158567 None code425 WATER SUPPLY WORKS - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work - 25 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.3 Mtr 296.0 296.0 30.0 False None None False None False 8880.0 0 4075014 158567 None code426 WATER SUPPLY WORKS - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work - 32 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.4 Mtr 372.0 372.0 140.0 False None None False None False 52080.0 0 4075015 158567 None code427 WATER SUPPLY WORKS - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work - 40 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.5 Mtr 477.0 477.0 250.0 False None None False None False 119250.0 0 4075016 158567 None code428 WATER SUPPLY WORKS - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work - 50 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.6 Mtr 721.0 721.0 225.0 False None None False None False 162225.0 0 4075017 158567 None code429 WATER SUPPLY WORKS - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work - 65 mm nominal dia Pipes SR-2023-2024, Vol-2,Pg no-122,I no-13.33.7 Mtr 1400.0 1400.0 20.0 False None None False None False 28000.0 0 4075018 158567 None code430 Supplying and fixing surface box of required dia. and size with synthetic lid for valves or spindle rods. The surface box should be usable for 50 to 400mm dia. valves, PN 10 / 16 and will consist of lid, housing, locking clip, notched bolt, cross bar, washer and torque nut. SR-2023-2024, Vol-2,Pg no-32,I no-2.46 Nos 3403.0 3403.0 1.0 False None None False None False 3403.0 0 4075019 158567 None code431 B098A Supply & fixing RCC Pre-cast Cover Slab of size 0.8 m x 0.8 m x 0.2m of M25-Design mix concrete with 12 mm steel @ 120 mm c/c both ways, over Gate valve extension spindle with central opening along with lid for smooth operation with appurtenances., complete with all lead and lifts.SR-2023-2024, Vol-2,Pg no-32,I no-2.47 Nos 2890.0 2890.0 1.0 False None None False None False 2890.0 0 4075020 158567 None code432 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 20 mm dia GM (Copper alloy) Gate valves, SR-2023-2024, Vol-2,Pg no-133,I no-11.2 Nos 888.0 888.0 3.0 False None None False None False 2664.0 0 4075021 158567 None code433 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 25 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no-11.5.3 Nos 1169.0 1169.0 1.0 False None None False None False 1169.0 0 4075022 158567 None code434 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 32 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no11.5.4 Nos 1338.0 1338.0 4.0 False None None False None False 5352.0 0 4075023 158567 None code435 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 40 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no11.5.5 Nos 1500.0 1500.0 5.0 False None None False None False 7500.0 0 4075024 158567 None code436 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. - For 50 mm dia GM (Copper alloy) Gate valves SR-2023-2024, Vol-2,Pg no-133,I no11.5.6 Nos 1688.0 1688.0 16.0 False None None False None False 27008.0 0 4075025 158567 None code437 Providing GM (copper alloy) reflex valves/globe valves confirming to Class-I and as per IS 778/1990 with latest amendments, 1 No. and with ISI mark screwed female ends confirming to IS 554/ 1990 horizontal body hydraulically tested for 1.50 HP and seat hydraulically tested 1 HP. - For 20 mm dia GM (Copper alloy) reflex valve SR-2023-2024, Vol-2,Pg no-133,I no11.16.2 Nos 481.0 481.0 1.0 False None None False None False 481.0 0 4075026 158567 None code438 Providing GM (copper alloy) reflex valves/globe valves confirming to Class-I and as per IS 778/1990 with latest amendments, 1 No. and with ISI mark screwed female ends confirming to IS 554/ 1990 horizontal body hydraulically tested for 1.50 HP and seat hydraulically tested 1 HP. - For 40 mm dia GM (Copper alloy) reflex valve SR-2023-2024, Vol-2,Pg no-133,I no11.16.5 Nos 719.0 719.0 4.0 False None None False None False 2876.0 0 4075027 158567 None code439 Providing GM (copper alloy) reflex valves/globe valves confirming to Class-I and as per IS 778/1990 with latest amendments, 1 No. and with ISI mark screwed female ends confirming to IS 554/ 1990 horizontal body hydraulically tested for 1.50 HP and seat hydraulically tested 1 HP. - For 50 mm dia GM (Copper alloy) reflex valve SR-2023-2024, Vol-2,Pg no-133,I no11.16.6 Nos 794.0 794.0 4.0 False None None False None False 3176.0 0 4075028 158567 None code440 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - In all kinds of soils, depth up to 1.50m, SR-2023-2024, Vol-2,Pg no-6,I no1.6.1 Cum 484.0 484.0 25.0 False None None False None False 12100.0 0 4075029 158567 None code441 Filling approved 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.SR-2023-2024, Vol-2,Pg no-7,I no1.11 Cum 433.0 433.0 18.9 False None None False None False 8183.7 0 4075030 158567 None code442 Providing and fixing brass bib cock of approved quality :15 mm nominal bore, SR-2023-2024, Vol-2,Pg no-117,I no13.2.1 Nos 286.0 286.0 10.0 False None None False None False 2860.0 0 4075031 158567 None code443 SANITARY PIPING WORKS - Providing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. - PVC pipes 75mm dia., 6 kg/sqcm & class 3 - Waste pipe, SR-2023-2024, Vol-2,Pg no-113,I no10.1.5 Mtr 220.0 220.0 25.0 False None None False None False 5500.0 0 4075032 158567 None code444 SANITARY PIPING WORKS - Providing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. - PVC pipes 110mm dia., 6 kg/sqcm & class 3 - Soil pipe, SR-2023-2024, Vol-2,Pg no-113,I no10.1.9 Mtr 411.0 411.0 45.0 False None None False None False 18495.0 0 4075033 158567 None code445 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 75mm - Waste pipe, SR-2023-2024, Vol-2,Pg no-121,I no10.15.5 Mtr 76.0 76.0 25.0 False None None False None False 1900.0 0 4075034 158567 None code446 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 110mm - Soil pipe, SR-2023-2024, Vol-2,Pg no-121,I no10.15.7 Mtr 112.0 112.0 45.0 False None None False None False 5040.0 0 4075035 158567 None code447 Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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:( For external Sanitary Work ). Sewer line - Block Water - Pipes of SN4, 160mm dia. SR-2023-2024, Vol-2,Pg no-113,I no10.2.4 Mtr 576.0 576.0 90.0 False None None False None False 51840.0 0 4075036 158567 None code448 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 & frame etc. excluding the cost of CI frame and cover.SR-2023-2024, Vol-2,Pg no-191,I no16.8 Nos 4971.0 4971.0 2.0 False None None False None False 9942.0 0 4075037 158567 None code449 Constructing brick masonry chamber of internal dimension 600x600mm 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 & frame etc. excluding the cost of CI frame and cover..(INSPECTION CHAMBER) SR-2023-2024, Vol-2,Pg no-191,I no16.9 Nos 5454.0 5454.0 4.0 False None None False None False 21816.0 0 4075038 158567 None code450 Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.0 M depth & SFRC cover & frame, SR-2023-2024, Vol-2,Pg no-192,I no16.9 Nos 29047.0 29047.0 1.0 False None None False None False 29047.0 0 4075039 158567 None code451 Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.1 M depth & SFRC cover & frame, SR-2023-2024, Vol-2,Pg no-192,I no16.15.2 Nos 29531.0 29531.0 1.0 False None None False None False 29531.0 0 4075040 158567 None code452 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.- In all kinds of soils, depth up to 1.50m, SR-2023-2024, Vol-2,Pg no-6,I no1.6.1 Cum 484.0 484.0 40.5 False None None False None False 19602.0 0 4075041 158567 None code453 Filling approved 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. SR-2023-2024, Vol-2,Pg no-7,I no1.11 Cum 433.0 433.0 40.5 False None None False None False 17536.5 0 4075042 158567 None code454 RAIN WATER PIPING WORKS - Providing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. - PVC pipes 75mm dia., 6 kg/sqcm & class 3, SR-2023-2024, Vol-2,Pg no-113,I no10.1.5 Mtr 220.0 220.0 10.0 False None None False None False 2200.0 0 4075043 158567 None code455 RAIN WATER PIPING WORKS - Providing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. - PVC pipes 110mm dia., 6 kg/sqcm & class 3, SR-2023-2024, Vol-2,Pg no-113,I no10.1.7 Mtr 411.0 411.0 120.0 False None None False None False 49320.0 0 4075044 158567 None code456 RAIN WATER PIPING WORKS - Providing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. - PVC pipes 160mm dia., 6 kg/sqcm & class 3, SR-2023-2024, Vol-2,Pg no-113,I no10.1.9 Mtr 618.0 618.0 40.0 False None None False None False 24720.0 0 4075045 158567 None code457 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: 75mm, SR-2023-2024, Vol-2,Pg no-121,I no10.15.5 Mtr 76.0 76.0 10.0 False None None False None False 760.0 0 4075046 158567 None code458 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 110mm, SR-2023-2024, Vol-2,Pg no-121,I no10.15.7 Mtr 112.0 112.0 120.0 False None None False None False 13440.0 0 4075047 158567 None code459 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. for: - 160mm, SR-2023-2024, Vol-2,Pg no-121,I no10.15.9 Mtr 126.0 126.0 40.0 False None None False None False 5040.0 0 4075048 158567 None code460 Constructing brick masonry chamber of internal dimension 600x600mm 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 & frame etc. excluding the cost of CI frame and cover.(CATCH BASIN), SR-2023-2024, Vol-2,Pg no-191,I no16.9 Nos 5454.0 5454.0 7.0 False None None False None False 38178.0 0 4075049 158567 None code461 Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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:( For external Sanitary Work ). - Pipes of SN4, 160mm dia. SR-2023-2024, Vol-2,Pg no-113,I no10.2.4 Mtr 576.0 576.0 120.0 False None None False None False 69120.0 0 4075050 158567 None code462 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - In all kinds of soils, depth up to 1.50m, SR-2023-2024, Vol-2,I no1.6.1 Cum 484.0 484.0 43.2 False None None False None False 20908.8 0 4075051 158567 None code463 Filling approved 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.SR-2023-2024, Vol-2,Pg no-7,I no 1.11 Cum 433.0 433.0 43.2 False None None False None False 18705.6 0 4075052 158567 None code464 Supplying, installation, testing and commissioning of solar hot water heater comprising of solar Flat Plate Collector (FPC) of size 2120x1040x100mm and stainless steel hot water storage tank with stainless steel heat exchanger absorber made of copper sheet and copper tube of following capacity aluminium box collector with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. SS Model with 100mm thick of 48Kg/M3 de Rock wool insulation with 22SWG Aluminium cladding.SR-2023-2024, Vol-2,Pg no-34,I no 7.3.3,300L Nos 69986.0 69986.0 10.0 False None None False None False 699860.0 0 4075053 158567 None code465 Sanitary and CP fixtures - Supplying, fixing, testing and commissioning of CP health faucet Hand operated spray unit (instant type) CP Crutch etc., complete as directed by the Engineer in charge. ALD-577. Approved rate Nos 1543.0 1543.0 4.0 False None None False None False 6172.0 0 4075054 158567 None code466 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendmentsand instructions of engineer incharge work,for 3HP etc.complete (sump to oht )Domestic 5.00 HP - 90 LPM @ 110 m = 15 STG Outlet Dia - 2.00" .vol-5,pg-152,it no-13.13.6.sr-23-24 Nos 32137.0 32137.0 2.0 False None None False None False 64274.0 0 4075055 158567 None code467 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendmentsand instructions of engineer incharge work,for 3HP etc.complete (sump to oht )Flushing 5.00 HP - 90 LPM @ 110 m = 15 STG Outlet Dia - 2.00".vol-5,pg-152,it no-13.13.6.sr-23-24 Nos 32137.0 32137.0 2.0 False None None False None False 64274.0 0 4075056 158567 None code468 Making openings of the following diameters RCC beams/slab using core cutters having diamond edged core bits and redoing the same after fixing of pipes with PVC rings / grouting with non-shrink grouts etc., comp lete including ensuring water tightness of the system. Rate analysis Nos 850.0 850.0 15.0 False None None False None False 12750.0 0 4075057 158567 None code469 Packing the core openings in slabs & beams by providing PVC pipes and filling the void after fixing the pipe by packing with polymer concrete or non shrink grout etc,. Complete ensuring water tightness in the joint.The core cut area of the slab shall be prepared rough also same treatment on the puddle pipe to be made to ensure proper bonding. Rate analysis Nos 950.0 950.0 15.0 False None None False None False 14250.0 0 4075058 158567 None code470 Providing,Fixing,testing and commissioning of Air vent cowel 110mm.Approved rate Nos 186.0 186.0 15.0 False None None False None False 2790.0 0 4075059 158567 None code471 Providing,Fixing,testing and commissioning of Air vent cowel 75mm,Approved rate Nos 161.0 161.0 20.0 False None None False None False 3220.0 0 4075060 158567 None code472 Supplying, fixing, testing and commissioning of portable Water Cooler (Floor mounted model) in corridors for drinking water with all the necessary accessories etc. GF Rate analysis Nos 18000.0 18000.0 1.0 False None None False None False 18000.0 0 4075061 158567 None code473 Supplying and fixing PCC pedestal 450x250x200mmwith Ms sloted angle iron brackets,supports with necessary drilling holes to suit the insertion of pipe clamps deburning etc,as per detailed drawng for supporting water supply pipes with suitable Ms clamps,bolts nuts and washer fixed on shaft walls/ourt walls etc...the quoted rate shall include with the cost of brackets galvanizing with zinc alloy of 0.08mm thick confirmed to IS 1239 etc,complete as directedby the employer. Approved rate Nos 650.0 650.0 40.0 False None None False None False 26000.0 0 4075062 158567 None code474 Supply and fixing of GM ball cock with copper float(High pressure float) of approved brand of manufacture and fixed on to the inlet pipe at the underground sump tank & OHT. 50mm die,Rate analysis Nos 3525.0 3525.0 1.0 False None None False None False 3525.0 0 4075063 158567 None code475 Note: The length of the bracket shall be equal to the sum of the outer diameters of all pipe and 50mm for working space per pipe of size 15 to 75mm and 100mm for working space per pipe for pipes of size 75mm and above diameters.Rate analysis Kg 120.0 120.0 125.0 False None None False None False 15000.0 0 4075064 158567 None code476 Supplying and fixing of SS Grab bar Right 90ºAngle (L shape) with all Accessories (For Disable-friendly Bathroom) Rate analysis Nos 6985.0 6985.0 2.0 False None None False None False 13970.0 0 4075065 158567 None code477 Heat pump for Hot water genaration :Supply in position, Electrical Heat exchanger type Heat pump unit of capacity as mentioned below, equipped with thermostat for automatic operation of boiler system, soft water reservoir of capacity mentioned below, with all necessary accessories like automatic temperature regulator, frame and base stand, necessary electrical connection, all necessary frames and structures for mounting the hot water generator etc., complete. System Inclusing of Reciruclation pump with timer controller Rate analy,sis.Capacity - 300 LPH x 3Nos ,Out put water temp - 60C , t - 40C,Capacity of compressor (Input power) - 4.8kw,Test pressure - 10 bar,Storage tank,Capacity - 4,000 lts,MOC - SS316/MS Glass lined,Working pressure - 5bar @ 80 C FLUID PRESSURE,Circulation pump with DTC Sensors,As per system requirement,Control and Automation,Digital thermometer,Temperature sensor,DTC sensor,Programable timer,Thermo start Electrical power selection/ Switches for heaters Set 495000.0 495000.0 1.0 False None None False None False 495000.0 0 4075066 158567 None code478 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & allother appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m(P.NO.9,l.NO.1.16.2, vol -1 OF PW&IWTD SR 2023-24) Cum 623.0 623.0 118.34 False None None False None False 73725.82 0 4075067 158567 None code479 Excavation for sump :Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40mm nominal size graded crushed coarse aggregates(P.No.15, I.No 2.1.3 (Vol-1) of PW, P&IWTD SR 2023-24) Bed Concrete Cum 5989.0 5989.0 4.09 False None None False None False 24495.01 0 4075068 158567 None code480 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse (Rate including centring & shuttering 3% on concrete item of raft ) aggregates (P.NO.17,l.NO.2.5.3, vol-1 OF PW&IWTD SR 2023-24) Raft Cum 7217.21 7217.21 16.0 False None None False None False 115475.36 0 4075069 158567 None code481 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse (Rate including centring & shuttering 50% on concrete item of Rcc wall ) aggregates (P.NO.17,l.NO.2.5.3, vol-1 OF PW&IWTD SR 2023-24) Wall Cum 7707.7 7707.7 8.06 False None None False None False 62124.062 0 4075070 158567 None code482 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse (Rate including centring & shuttering 10% on concrete item of Rcc wall ) aggregates (P.NO.17,l.NO.2.5.3, vol-1 OF PW&IWTD SR 2023-24) Slab Cum 10510.5 10510.5 6.62 False None None False None False 69579.51 0 4075071 158567 None code483 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :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. (P.NO.41,l.NO.8.4.2, vol-2 OF PW&IWTD SR 2023-24)Inside plastering for Sump Sqm 312.0 312.0 39.6 False None None False None False 12355.2 0 4075072 158567 None code484 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.(P.No.42, I.No.8.8 & -vol-2 of PW, P&IWTD SR 2023-24) Outside plastering for sump Sqm 371.0 371.0 47.2 False None None False None False 17511.2 0 4075073 158567 None code485 KSRB15-3-13 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to ceiling including rounding off corners wherever required smooth rendering, including providing and removing scaffolding, cost of materials, labour, curing etc., complete as per specification.(P.NO.41,l.NO.8.1.1, vol-2 OF PW&IWTD SR 2023-24) Ceiling plastering for sump Sqm 255.0 255.0 28.0 False None None False None False 7140.0 0 4075074 158567 None code486 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Sub structure of Bridges (P.NO.18,l.NO.2.11 h, vol-1 OF PW&IWTD SR 2023-24)Consider 150 kg/cum Total RCC quantity * 150 Kg 79.01 79.01 4603.2 False None None False None False 363698.832 0 4075075 158567 None code487 Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis)(P.NO.150,l.NO.15.7 , vol-2 OF PW&IWTD SR 2023-24) Inside Sump area, Sqm 615.0 615.0 39.6 False None None False None False 24354.0 0 4075076 158567 None code488 Inside Sump bottom area Sqm 615.0 615.0 28.0 False None None False None False 17220.0 0 4075077 158567 None code489 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work. 65 mm nominal dia Pipes(p.no-123, I.No.13.33.7 (Vol-2)Corrigenda of PW, P&IWTD SR 2023-24) From main Bore to Sump Mtr 1400.0 1400.0 55.0 False None None False None False 77000.0 0 4075078 158567 None code490 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming IS8034-2000specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete.18 STG ( p.no.150 I.No.13.8.9 (Vol-5) of PW, P&IWTD SR 2023-24) Nos 19698.0 19698.0 1.0 False None None False None False 19698.0 0 4075079 158567 None code491 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete. (I.NO-12.4, P.No.140, Vol 5 of PW,P & IWTD S.R 2023-24) Nos 10576.0 10576.0 1.0 False None None False None False 10576.0 0 4075080 158567 None code492 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24) Borewell depth of 0 to 50 Mtrs Mtr 740.0 740.0 50.0 False None None False None False 37000.0 0 4075081 158567 None code493 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 50 to 100 Mtrs Mtr 928.0 928.0 50.0 False None None False None False 46400.0 0 4075082 158567 None code494 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 100 to 150 Mtrs Mtr 986.0 986.0 50.0 False None None False None False 49300.0 0 4075083 158567 None code495 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 150 to 200 Mtrs Mtr 1144.0 1144.0 50.0 False None None False None False 57200.0 0 4075084 158567 None code496 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 200 to 250 Mtrs Mtr 1342.0 1342.0 50.0 False None None False None False 67100.0 0 4075085 158567 None code497 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 250 to 300 Mtrs Mtr 1480.0 1480.0 50.0 False None None False None False 74000.0 0 4075086 158567 None code498 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 300 to 350 Mtrs Mtr 1736.0 1736.0 50.0 False None None False None False 86800.0 0 4075087 158567 None code499 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (P.No.139, I.No 12.1-12.1.8 , Vol 5 of PW,P & IWTD S.R 2023-24)Borewell depth of 350 to 400 Mtrs Mtr 1874.0 1874.0 51.0 False None None False None False 95574.0 0 4075088 158567 None code500 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty.(Page No. : 143 Item No.12.32 , PWD SR Vol-5 2023-24) Mtr 3866.0 3866.0 40.0 False None None False None False 154640.0 0 4075089 158567 None code501 Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour chargesfor fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge (Page No. : 143, Item No.12.34,PWD S R Vol-5 2023-24) Nos 328.0 328.0 1.0 False None None False None False 328.0 0 4075090 158567 None code502 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments (Page No. : 143, Item No.12.33, PWD S R Vol-5 2023-24) Nos 300.0 300.0 7.0 False None None False None False 2100.0 0 4075091 158567 None code503 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete.7.50 HP - 90 LPM @ 165 m = 16 STG Outlet Dia - 2.00" (Page No. : 152, Item No.13.15.7, PWD S R Vol-5 2023-24) Nos 81620.0 81620.0 1.0 False None None False None False 81620.0 0 4075092 158567 None code504 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) ofnominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1x3x10 Sqm(Page No. : 154, Item No.13.22.5 , PWD S R Vol-5 2023-24) Mtr 560.0 560.0 230.0 False None None False None False 128800.0 0 4075093 158567 None code505 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work.(Page No. : 156, Item No.13.32, PWD S R Vol-5 2023-24) Nos 13000.0 13000.0 1.0 False None None False None False 13000.0 0 4075094 158567 None code506 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete. 50 mm dia 300 to 350.00mtrs 1.6 O010F (PWD SR 2023-24 , vol-2, P97, I no 13.10.6)P.NO-119 Nos 1378.0 1378.0 2.0 False None None False None False 2756.0 0 4075095 158567 None code507 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter 6 to 15 HP pumps (Page No. : 155, Item No.13.24 , PWD S R Vol-5 2023-24) Nos 31800.0 31800.0 1.0 False None None False None False 31800.0 0 4075096 158567 None code508 Erection of single phase preventer / ammeters / including fixing selector switch / voltmeter / current operated earth leakage circuit breakers / voltage operated circuit breaker / above 100A fuse channel set (3 Nos) HRC fuses above 100A (3 Nos.) / Digital ammeter/digital volt meter/set of 3 indicating lamps /MCB / Relays /A-V selector switches including wiring using suitable capacity wires, bolts, nuts,screws.(PWD Ele SR 2022-23 Pg no.46 Sl no.13.16) Nos 324.0 324.0 1.0 False None None False None False 324.0 0 4075097 158567 None code509 Fabricating, supplying and mounting MS box made out of 18 SWG suitable for floor/ wall mounting, fully weather proof with provision for better heat dissipation provided with hinged front cover with with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7 Tanks Treatment wit powder coat ed paint & finaly finished with approved colour & etc. (PWD Ele SR 2023-24 Pg no.20, Sl no.5.42.3) Sqm 0.76 0.76 30000.0 False None None False None False 22800.0 0 4075098 158567 None code510 Supplying and fixing miniature circuit breakers/isolators on existing MCB distribution boards using necessary fixing materials and wiring complete as required - 40 to 63 amps triple pole (Ele SR 14-15 P-47, It No.6.16.2) Nos 1354.0 1354.0 1.0 False None None False None False 1354.0 0 4075099 158567 None code511 Supplying andrunning of GI copper strip or grounding connection using necessary fixing material required 600x600x3mm GI plate (PWD Ele SR 2019-20 (P-40, Sl no.6.3.5) Nos 1520.0 1520.0 1.0 False None None False None False 1520.0 0 4075100 158567 None code512 Supplying and fixing Porcelain fuse channel with cut out on the existing wooden /panel using necessary nuts bolts and washer etc., complete. 16 A (P-No.14, I.No.5.7.1 KPWD Ele SR 2023-24), Nos 314.0 314.0 3.0 False None None False None False 942.0 0 4075101 158567 None code513 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore (P.No.115, I.No.13.4.4 of KPWD Elec S.R 2021-22) Nos 1718.0 1718.0 1.0 False None None False None False 1718.0 0 4075102 158567 None code514 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1,Armouring strip thickness and resistivity as per IS-3975 , 4 core 16sqmm ( Ele SR 23-24 Pg no.13 sl no. 32.05) Km 283684.0 283684.0 0.03 False None None False None False 8510.52 0 4075103 158567 None code515 Labour charges for Laying of 1.1 KV Class UG cable 6 Sqmm to 16 sqmm Mtr 23.8 23.8 30.0 False None None False None False 714.0 0 4075104 158567 None code516 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600mm (Depth upto 1.50m not exceeding 1.5m inwidth ) trench width as per drawing and technicalspecifications, including setting out, construction ofshoring, strutting, barricading, caution lights, bracing,using sight rails & bonding rods at every 100 mmwherever necessary as directed, removal of stumpsand other deleterious matter, dressing of sides andlevelling the bottom of trench to the extent required,utilising the available excavated earth locally for thework etc., and all other appurtenances complete in the following strata.(As per Civil SR I-1.17.1, P.NO-44, vol -1) Mtr 524.0 524.0 30.0 False None None False None False 15720.0 0 4075105 158567 None code517 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor willmake his own arrangements for procuring water for testing) For:HeavyDuty GI Pipe etc. complete.Medium Duty GI pipe of 65mm dia Vol-5 SR(2023-24), P-127, I- N0- 11.2.7 Mtr 1438.0 1438.0 20.0 False None None False None False 28760.0 0 4075106 158567 None code518 Providing and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work.3 1/2x6 Sqm (KPWD Ele SR Pg no.156 sl no.13.38.1) Nos 750.0 750.0 1.0 False None None False None False 750.0 0 4075107 158567 None code519 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m (P.No.6, I.No.1.6.1 of KPWD S.R 2023-24) for Pipe line Cum 968.0 968.0 74.3 False None None False None False 71922.4 0 4075108 158567 None code520 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.6 Kg/m2: 63mm(weight of pipe -0.662 kg) (P.No.119, I.No.10.14.8 of KPWD S.R 2023-24) 50 mm outer dia Mtr 278.0 278.0 165.0 False None None False None False 45870.0 0 4075109 158567 None code521 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour Complete as per specifications (P.No.7, I.No.1.10 of KPWD S.R 2023-24)75% Qty vide item No 22 Cum 320.0 320.0 55.7 False None None False None False 17824.0 0 4075110 158567 None code522 RWH :Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & allother appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m (P.NO.9,l.NO.1.16.2, vol -1 OF PW&IWTD SR 2023-24) Excavation for Rwh pit Cum 623.0 623.0 22.5 False None None False None False 14017.5 0 4075111 158567 None code523 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40mm nominal size graded crushed coarse aggregates (P.No.15, I.No 2.1.3 (Vol-1) of PW, P&IWTD SR 2023-24) Bed Concrete Cum 5989.0 5989.0 0.36 False None None False None False 2156.04 0 4075112 158567 None code524 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 10% on concrete item of wall) (P.NO.17,l.NO.2.5.3, vol-1 OF PW&IWTD SR 2023-24) RCC Walls of Rwh Cum 7707.7 7707.7 8.92 False None None False None False 68752.684 0 4075113 158567 None code525 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Rate including centring & shuttering 50% on concrete item of wall) (P.NO.17,l.NO.2.5.3, vol-1 OF PW&IWTD SR 2023-24) RCC Walls of RwhSlab shuttering-50% Cum 10510.5 10510.5 1.63 False None None False None False 17132.115 0 4075114 158567 None code526 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing andtechnical specification.Sub structure of Bridges (P.NO.18,l.NO.2.11, vol-2 OF PW&IWTD SR 2023-24) Consider 120 kg/cum Total RCC quantity * 150 Kg 79.01 79.01 1266.66 False None None False None False 100078.8066 0 4075115 158567 None code527 Supplying, filling, spreading & leveling stone boulders of size range 5 cmto 20 cm, in recharge pit, in the required thickness, for all leads & lifts, allcomplete as per direction of Engineer-in-charge. (P.NO.175,l.NO.17.1 , vol-2 OF PW&IWTD SR 2023-24) Cum 1002.0 1002.0 0.19 False None None False None False 190.38 0 4075116 158567 None code528 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin-charge.(p.no-175, I.No.17.2 (Vol-2) of PW, P&IWTD SR 2023-24) Cum 1186.0 1186.0 0.84 False None None False None False 996.24 0 4075117 158567 None code529 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.(p.no-175, I.No.17.3 (Vol-2) of PW, P&IWTD SR 2023-24) Cum 1192.0 1192.0 0.63 False None None False None False 750.96 0 4075118 158567 None code530 Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement,trenching, refilling & testing of joints complete as per direction ofEngineer in Charge.110mm nominal dia pipes (p.no-128, I.No.13.64.2 (Vol-2) of PW, P&IWTD SR 2023-24) inlet sewer pipe outlet sewer pipe Mtr 385.0 385.0 10.0 False None None False None False 3850.0 0 4075119 158567 None code531 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 800 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainageof surface water including of labour, materials, scaffolding, usage ofmachinery, curing, lead and lift charges etc, Complete.(p.no-177, I.No.17.14 (Vol-2) of PW, P&IWTD SR 2023-24) rwh rcc cover slab Sqm 928.0 928.0 3.8 False None None False None False 3526.4 0 4075120 158567 None code532 Syntex :Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(Sr-23-24 PWD,vol-2 Pg no-123,Item no 13.3) Ltr 9.0 9.0 25000.0 False None None False None False 225000.0 0 4075121 158567 None code533 BIO DIGESTER:Earth work excavation for foundation of structures upto 3 mtrs. by mechanical means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete. P.NO-8, I.NO-1.14.1of PW, P&IWTD SR 2023-24)(vol-1) Excavation for biodigester (Including working space) Cum 102.0 102.0 3.17 False None None False None False 323.34 0 4075122 158567 None code534 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8 (M7.5) Using 40 mm nominal size graded crushed coarse aggregates (P.No.5, I.No 2.1.2 (Vol-1) of PW, P&IWTD SR 2023-24) PCC Cum 5664.0 5664.0 0.14 False None None False None False 792.96 0 4075123 158567 None code535 Pre-filter :Pre-filter of PVC material with a height of 500mm and 300 mm dia with 10 mm perforated holes and bifurcated with SS sheets (3mm thickness) of 8mm holes , MS handle and base.-KLD Each 750.0 750.0 50.0 False None None False None False 37500.0 0 4075124 158567 None code536 Oil skimmer :Grey water is connected to oil skimmer with 1 hp motor, capacity tank of 1200mm x 1200mm x 2200mm.-KLD Each 1250.0 1250.0 50.0 False None None False None False 62500.0 0 4075125 158567 None code537 Internal Plumbing works and matrix system: I. Plumbing works of PVC pipe inlet and outlet of 110 mm dia PN-6 PVC setup on both side, II. 90 mm dia PN-6 PVC internal riser pipe setup from water level to the bottom of each partition wall. First partition wall with a length of 1350mm, second partition wall with a length of 1310 mm. The outlet riser pipe with a length of 1130mm. III. 75 mm dia PN-6 PVC air vent pipe setup with endcap at top of the tank. IV. The ABD RCC tank is equipped with an internal matrix (12 mm thick) fixed. Placed on each wall of the tank as follows, Chamber one: 4.3m sq area 12mm thick matrix , 4 nos , each on 4 side of the first chamber, Chamber Two: 4.1 m sq area 12mm thick matrix , 3 nos, each on 3 walls of the second chambe, Chamber three: 3.9 m sq area 12mm thick matrix , 2 nos, each on 2 walls of the third chamber , meeting the ratio as per the DRDO. The matrix supporting system with nut and bolt - SS 304, 2 nos per feet, drilled to fix the matrix to the wall with washer and water proof concealer and SS strip rod - 304 for supporting the matrix with a length per ft of the matrix sheet.-KLD Each 10000.0 10000.0 50.0 False None None False None False 500000.0 0 4075126 158567 None code538 tank is filled with AMI (Anaerobic Microbial Inoculum developed by DRDO). The properties of Aerobic Microbial Inoculum (AMI) are pH - 6.5-8.0, Biogas - Greater than25% of available Inoculum value, Percentage Methane - 40%, MPN for methanogens - Greater than 10 3/ml, Total Solids - 3-4%.-KLD Each 24000.0 24000.0 50.0 False None None False None False 1200000.0 0 4075127 158567 None code539 Aerator :Air blower with motor 2 HP and aeration tank diffuser and pvc pipeline is provided for aeration tank. Nos 75000.0 75000.0 1.0 False None None False None False 75000.0 0 4075128 158567 None code540 Post filter Sand and Carbon Filter.: II. Pressure Sand Filter, Normal Flow 3500 LPH, Filtering Media Graded Pebbles/Sand, M.O.C- MS, Height - 1625 mm, Diameter of 450 mm, Minimum Pressure 2.0Kg/cm2, Maximum Pressure 3.5Kg/cm2, Bursting Pressure 10Kg/cm2, Valve Butterfly valves, vertical type.III. Activated Carbon Filter the normal Flow is 3500 LPH, Filtering Media Activated Carbon, M.O.C -MS, Height of 1625 mm, Diameter of 450 mm, Minimum Pressure 2.0Kg/cm2, Maximum Pressure 3.5Kg/m2, Bursting, Pressure-10Kg/cm2 Valve Butterfly valves of vertical type-KLD Each 2400.0 2400.0 50.0 False None None False None False 120000.0 0 4075129 158567 None code541 Installation Charges :Design Drawing for RCC ABD tank, Aeration Tank, filter feed tank and collection tank according to the site condition, Including Supervision and assistance and site visits.-KLD Each 2000.0 2000.0 50.0 False None None False None False 100000.0 0 4075130 158567 None code542 Labour charges :Fitting charges including Plumbing work, inlet & outlet, labours, skilled manpower with a technical supervisor for unloading, and its installation with crane.-KLD Each 4000.0 4000.0 50.0 False None None False None False 200000.0 0 4075131 158567 None code543 Transportation:Transportation cost involves transiting of 40% of inoculum in a specialized tankers with other material like pipes, matrix, equipment-KLD Each 5000.0 5000.0 50.0 False None None False None False 250000.0 0 4075132 158567 None code544 LIFT :Design,supplying,erecting testing and commissioning of-Passenger/Bed-cum-passenger hospital lif twith speed of 1m trper second,variable voltage variable frequency drive,with or without machine room for the available well size,operating at 415V3phase 50cycles ACsupply,powdercoated/StainlessSteel carentrance door senclosures with suitable colour vinyl flooring,LED carillumination,emergencylight,intercomandfanas desired by the user,centralopening/side opening door withorwithout attend antoperation,7segment display buttons,call register indicator,fireman drive,SS handrails insidecar,full length infraredcurtain incardoor,automatic rescue device with batteries,voice announcing in regional/international languages,Braille buttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guiderail,counter weight etc.,The total produc t and services shall adheretoI S14665/2016(with lates tamendments)part/section 1to5 with regardstogeneral guidelines offire safety rated doors,MRLL beams,pressures witch,manual changeover for doors during emergency,ARD of 10times with sufficient battery backup and standard dimensions of chaircarand door opening sforallsizesandcapacitiesoflifts including finess certificate and dulyobservingall other safety norms prescribed and adhere toCPWD specifications,PCB Norms,National Electricity Code( NEC),NBC-2016,IEC and Karnataka State Lifts,Escalators and Passengers Conveyers Act 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka.Completeing works in all respects..Including all leads & lift incidental charges etc and completing of the works as directed by the engineer incharge...With Out Machine Room-SS Finish 5 stops , 13 passengers Nos 1758684.75 1758684.75 1.0 False None None False None False 1758684.75 0 4075133 158567 None code545 Fabrication of tree guards after cutting, collecting, debarking and transportation of4 poles of 2.5 m. length and 12 batons of 40 cms length, treating with creosote oilcompletely from bottom to top, fixing side batons and chicken wire mesh of 28gauge to a height of 2m. from the top of the poles (including the cost of chickenwire mesh and creosote oil) Transportation of the tree guards and fixing the treeguards firmly over the seedlings planted in towns/cities complete. (Poles sourced from departmental plantations)(Pg-31 ,I no-7.6 a ,Sr-2022-2023 hoticulture dept) Nos 879.39 879.39 30.0 False None None False None False 26381.7 0 4075134 158567 None code546 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.(P.No.8, I.No.1.12 of PW, P&IWTD SR 2023-24)(vol-1)(Including Removing Debries, Average depth) (Average Depth 0.300 m ) Cum 95.0 95.0 49.5 False None None False None False 4702.5 0 4075135 158567 None code547 Providing and laying Permeable Cement Concrete Paver Block for Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. . all complete as per the direction of Engineer-in-charge(Pg-52 ,I no-6.8.5 ,Sr-2022-2023 vol-3 hoticulture dept) Sqm 1019.0 1019.0 165.0 False None None False None False 168135.0 0 4075136 158567 None code548 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thickconfirming to IS 2509 with suitable size bends, metal/PVC Junctionboxes, adhesive paste etc., and running before concreting the slab. Theconduit should be tied to the reinforcement rods by using bindingwires and unused ways of junction boxes and pipe ends should becovered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary 19/20 mm dia 2 mm thick (Sr-23-24,vol -6,Pg -1 Item no-1.2.1) Mtr 66.0 66.0 350.0 False None None False None False 23100.0 0 4075137 158567 None code549 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thickconfirming to IS 2509 with suitable size bends, metal/PVC Junctionboxes, adhesive paste etc., and running before concreting the slab. Theconduit should be tied to the reinforcement rods by using bindingwires and unused ways of junction boxes and pipe ends should becovered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary 25 mm dia 2 mm thick (Sr-23-24,vol -6,Pg -1 Item no-1.2.2) Mtr 78.0 78.0 35.0 False None None False None False 2730.0 0 4075138 158567 None code550 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thickwith suitable size bends, metal junction boxes adhesive paste etc., bygroove cutting in the wall and fixing by bracing U or J hooks andcement plastering upto the wall surface and run with 18 SWG GI fishwire run throughout the conduit wherever necessary 19/20 mm dia 2 mm thick Mtr 68.0 68.0 45.0 False None None False None False 3060.0 0 4075139 158567 None code551 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thickwith suitable size bends, metal junction boxes adhesive paste etc., bygroove cutting in the wall and fixing by bracing U or J hooks andcement plastering upto the wall surface and run with 18 SWG GI fishwire run throughout the conduit wherever necessary 25 mm dia 2 mm thick (Sr-23-24,vol -6,Pg -1 Item no-1.3.2) Mtr 79.0 79.0 45.0 False None None False None False 3555.0 0 4075140 158567 None code552 IP DOME CAMBERAS-Supplying ,instalation,testing and commissioning of SITC of 1/2.8*2 megapixel progressive CMOS.1920x1080(2MP),2.7mm-13.5mm.F1.4 motorized,with a min illumination of 0005lux/F1.4 (Color,30IRE)0Lux/F1.4 (Iron)30M IR distance , BLC/HLC/WDR(120db)min 2streams,compressionshould be H.265/H, 264H/MJPEG,128GB SD card,ONVIF profiles,profile G& Q,POE camera,opertaing tempreture of 6 degrees all the cameras should haveCE,FCC,UL,IP66,IK10.The prices should include the necessary mounts and brackets, Approved rate Nos 20200.0 20200.0 2.0 False None None False None False 40400.0 0 4075141 158567 None code553 IP BULLET CAMBERAS-Supplying ,instalation,testing and commissioning of SITC of 1/2.8*2 megapixel progressive CMOS.1920x1080(2MP),2.7mm-13.5mm.F1.4 motorized,with a min illumination of 0005lux/F1.4 (Color,30IRE)0Lux/F1.4 (Iron)30M IR distance , BLC/HLC/WDR(120db)min 2streams,compressionshould be H.265/H, 264H/MJPEG,128GB SD card,ONVIF profiles,profile G& Q,POE camera,opertaing tempreture of 6 degrees all the cameras should haveCE,FCC,UL,IP66,IK10.The prices should include the necessary mounts and brackets Nos 21700.0 21700.0 3.0 False None None False None False 65100.0 0 4075142 158567 None code554 Supplying and drawing UTP-CAT6E LAN cable Mtr 38.0 38.0 800.0 False None None False None False 30400.0 0 4075143 158567 None code555 Supply and instalation of 4TB survalance hard disk the rate shallinclude all mounting accessories complete as required, Approved rate Nos 14500.0 14500.0 1.0 False None None False None False 14500.0 0 4075144 158567 None code556 Supply and instalation of 16 port L2 managed poe switch the rate shall include all mounting accessories complete as required, Approved rate Nos 40250.0 40250.0 1.0 False None None False None False 40250.0 0 4075145 158567 None code557 Supply and instalation of I/Os, Approved rate Nos 125.0 125.0 50.0 False None None False None False 6250.0 0 4075146 158567 None code558 Supply and instalation of 2mtrs patch chord the rate shall include all mounting accessories complete as required,Approved rate Nos 125.0 125.0 10.0 False None None False None False 1250.0 0 4075147 158567 None code559 Supply and instalation quad face plate camera side with IOS the rate shall include all mounting accessories complete as required,Approved rate Nos 225.0 225.0 10.0 False None None False None False 2250.0 0 4075148 158567 None code560 Supply and instalation of 43" LED monitor the rate shall include all mounting accessories complete as required,Approved rate Nos 60000.0 60000.0 1.0 False None None False None False 60000.0 0 4075149 158567 None code561 Supply, installation, testing and commissioning electrically driven Terrance pump of capacity 900.0 Lpm at 35.0m Head bronze impeller pump coupled to electrical driven motor with suitable HP with all the necessary accessories, operating on 3Ph 50Hz, 400/440V AC supply including required foundation for pump, anti vibration pad, founadtion bolts etc. complete. Including cost of materials, labour, usage charges of machinery complete as per specifications and control panel is not included. Required GA drawingfor the pump/ foundation shall be submitted by the contractor.PWD Sr-23-24,I.No-15.77 Nos 90000.0 90000.0 1.0 False None None False None False 90000.0 0 4075150 158567 None code562 Supplying Installing testing and commission of Electrical Booster pump Control panel for fire fighting system consisting of Feeder For 1 No. of Booster pumps :-1 no of 32 A TPN MCCB (50 KA with 12.5 HP DOL starter with over load relay, single phase preventer ON / OFF push buttons. 1 No. Auto manual selector switch. 1 set of RYB indicating lamps with individual HRC Control Fuses 1 set of RYB indicating lamps with individual HRC Control Fuses 1 no 16 sq.mm 0-800Amps. Ammeter with selector switch and Suitable rated current transformers 1 No.0-800 96 sq. mmVoltmeter and selector Switch PWD Sr-23-24,I.No-15.152 Nos 35000.0 35000.0 1.0 False None None False None False 35000.0 0 4075151 158567 None code563 Supplying, installing, testing & commissioning approved make heavy duty (Class 'C') GI pipes and fittings confirming to IS 1239 PI & II, Malleable Specials such as tees, long radius bends, check nuts, unions, flanges,nipples, etc including cutting, threading, welding/flanged joints with necessary GI washers, nuts, bolts etc., for pipes running in pipe shafts, ceiling, over terrace etc., as per drawing and specifications. The quoted rate shall include for necessary chasing in walls, making bore in walls etc., and making good the chased surfaces and bores in cement mortar etc. complete. Price is inclusive of Fittings like couplings, reducers, bends, Tees, etc & all fittings.The scope of work included with One coat of yellow/etching primer & 2 coats of red enamel paint Providing and fabricating MS supports using channel, angle, plates pipes, etc., to take the load of number of pipes and the dia of the pipes as per specification and drawings. Rate quoted shall include for supply and providing necessary welding, cutting, G.I "U" clamps, bolt nuts, washers, anchors fastener etc., as per specification or pipe supports for horizontal / vertical pipes running along wall / column, slab trenches etc., to suit different dia pipes made of GI/MS rods, flats, etc., consists of strap, nuts washers, threaded rod etc., The rate quoted shall also include for giving one coat of zinc chromate primer and two coats of approved enamel paint for pipe supports. The pipe support shall be U type support using 50x50x6mm requires for supporting 80mm, 100mm and 150mm dia single pipe.The bracket inside the fire shaft shall be 100mm x50x5mm. PWD Sr-23-24,I.No-15.97.4 100mm dia Mtr 2850.0 2850.0 55.0 False None None False None False 156750.0 0 4075152 158567 None code564 Wraping and Galing of U/G pipe line work includes one coat of anti corrossion paint (Black) and two coats of Bituminous cloth. including cost of materials, labour, usage charges ofmachinery complete as per specifications.PWD Sr-23-24,I.No-15.98.3 100mm dia Mtr 250.0 250.0 15.0 False None None False None False 3750.0 0 4075153 158567 None code565 Supplying Installing, testing and commissioning of 63mm mm dia single headed Gun mental Hydrant Valve with flanged inlet, stop valve, spindle and cast iron hand wheel. It has a female instantaneous outlet with Blank Cap and is Hydrostatically tested to 21 Kgf/cm2 pressure having a flow rate of 900 LPM at 7 Kgf/cm 2 of pressure with blank cap and wheel as per IS 5290 etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-15.86 Nos 10500.0 10500.0 5.0 False None None False None False 52500.0 0 4075154 158567 None code566 Supplying Installing, testing and commissioning of Reinforced Rubber Lined 2nos .RRL Fire hose of 63mm dia 15m length as per IS 8423 binded with one set of male and Female lnstantainious Gun metal coupling as per IS 903 complete including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-15.88 Nos 5000.0 5000.0 5.0 False None None False None False 25000.0 0 4075155 158567 None code567 Supplying Installing, testing and commissioning of Gun metal Branch pipe size of 63mm dia x19mm dia as per IS 903 complete including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-15.87 Nos 4500.0 4500.0 5.0 False None None False None False 22500.0 0 4075156 158567 None code568 Supplying Installing, testing and commissioning of 19mm dia 40.0m length hose with rubber lining smooth bore, reinforced of natural/synthetic fibres, a rubber cover finish shall be smooth, fluted or fabric marked with minimum thickness of 1.50mm and to with stand a working pressure of 10Kgf/sqcm confirms & tested as per IS 444/ IS 12585 including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-15.92 Nos 6000.0 6000.0 5.0 False None None False None False 30000.0 0 4075157 158567 None code569 Supplying Installing, testing and commissioning of Hose cabinet made out of 18 gauge M.S.sheet with double glass door with lacing arrangement and painted with two coats of Fire red Enamel paint at outer ise of the Box and two coats of white enamel paint at inner side of the box is to accomodated 2 Nos. of Fire hose box size 20"x24"x10" complete including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-15.89 Nos 6500.0 6500.0 5.0 False None None False None False 32500.0 0 4075158 158567 None code570 Butterfly valve :Supplying, installing , testing and commissioning of PN16 CI butterfly valves of confirming to IS 13039 with necessary nuts & bolts etc., complete etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of work and as per directions of the Engineer-in-charge of the workPWD Sr-23-24,I.No-15.127.3 100mm dia Nos 9000.0 9000.0 3.0 False None None False None False 27000.0 0 4075159 158567 None code571 Wafer type reflux valve Supplying installing, testing and commissioning of PN16 CI "Non Return Valve " confirming to IS 13039 with necessary bolts and nuts etc complete includes cost of all materials labour charges with all lead lift loading and unloading transportation etc complete etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of workand as per directions of the Engineer-in-charge of the workPWD Sr-23-24,I.No-15.128.3100mm n.b Nos 7120.0 7120.0 2.0 False None None False None False 14240.0 0 4075160 158567 None code572 Strainersupply and installing testing and commissioning of CI " Y " stainer confirming to IS standard with necessary bolts and nuts complete includes cost of all materials labour charges with all lead lift loading and unloading transportation etc complete. ---- etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of work and asper directions of the Engineer-in-charge of the work PWD Sr-23-24,I.No-15.129.3 100mm n.b Nos 12390.0 12390.0 1.0 False None None False None False 12390.0 0 4075161 158567 None code573 Supplying Installing, testing and commissioning of 100mm dia 2 way Fire brigade inlet connection of 2 nos. 63 mm dia. including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,I.No-18.19 Nos 33000.0 33000.0 1.0 False None None False None False 33000.0 0 4075162 158567 None code574 Pressure Gauges :Supply, Installation, testing and commissioning stainless-steel Pressure Gauges with stainless steel 'U' tube, ball valve, 100mm dial diameter and calibrated with 0-15 Kg/cm2 etc., all complete as per specifications and direction of Engineer-In-Charge.MR Nos 4350.0 4350.0 1.0 False None None False None False 4350.0 0 4075163 158567 None code575 Pressure switch :Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required.PWD Sr-23-24,I.No-18.22 Nos 1546.0 1546.0 1.0 False None None False None False 1546.0 0 4075164 158567 None code576 Fire fighting Electrical supply of the following XLPE armoured cable 1100V Grade with ISI mark standard / Soild, alumnimum conductor complete with crimping type lugs and Glands etc completed.4 C x 16 Sqmm. Main panel to Jockey pumps - Rs. 1,83,442/KM PWDSr-23-24,I.No-15.32.05 Mtr 183.44 183.44 10.0 False None None False None False 1834.4 0 4075165 158567 None code577 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. PWDSr-23-24,I.No-6.3.1 25 x 3mm GI strip Mtr 115.0 115.0 10.0 False None None False None False 1150.0 0 4075166 158567 None code578 Supplying Installing, testing and commissioning of Gun metal AIR RELEASE VALVE SIZE OF 25mm dia including cost of materials, labour, usage charges of machinery complete as per specifications. Complete PWDSr-23-24,I.No-15.86 Nos 1500.0 1500.0 1.0 False None None False None False 1500.0 0 4075167 158567 None code579 Supply, installation in position, testing and commissioning of 2Kg C02 Gas aluminium body Squeeze grip Fire Extinugisher, Used Unused Mechanism, Squeeze Grip, Gross Weight 5.16 Kg. empty Weight 3.16Kg. Can Height 615M M Diameter 111MM, Discharge Time less than 8 Sees, Controllable discharge mechanism, Applicable on Class 8&C Fire, 8 Rating 138, Can Constuction: Cold Impact Extrusion, Valve Construction : Forging & Machining, Internal Coating of Can : Not Applicable, External coating of Can : Spray Painting, Aluminium metal ISO & PESO Approved, 3 Year Warranty. including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete as perspecifications. complete.PWD Sr -23-24,Ino-15.38 Nos 4100.0 4100.0 2.0 False None None False None False 8200.0 0 4075168 158567 None code580 Supply and installation of 4.5Kg C02 Gas Type aluminium body Squeeze grip Fire Extinugisher, Trolley Mounted, Easy Weight Management, Used Unused Mechanism, Squeeze Grip, Gross Weight 11.16Kg. empty Weight 6.66Kg. Can Height 860MM Diameter 140MM, Discharge Time less than10 Sees, Controllable discharge mechanism, Applicable on Class 8&C Fire, 8 Rating 138, Can Constuction : Cold Impact Extrusion, Valve Construction : Forging & Machining, Internal Coating of Can : Not Applicable, External coating of Can : Spray Painting, Aluminium metal ISO & PESO Approved, 3 Year Warranty. including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete as per specifications. complete. PWD Sr -23-24,Ino-15.39 Nos 7500.0 7500.0 2.0 False None None False None False 15000.0 0 4075169 158567 None code581 Supply and installation of 9 Ltr Fire Extinugisher Aqueous Film- Forming Foam Type, Stored Pressure Type, Pressure Gauge, Gross Weight 15.1Okg. empty weight 6.10kg Can Height 615 MM, Diameter 175 MM, Discharge Time less than 60 Sees, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 6 Meters, applicable on Class A,8,CARating 13A, 8 Rating 558, Can Construction; Deep drawn & CO, Mig welded, Valve Construction: Forging & Machining, Internal Coating of Can : Epoxy Powder coating, External Coating of Can : Epoxy PoIyster Powder coating, Sheet metal thickness: 2.0MM, lSI and EN Approved, Helium Leak Detection Tested, 1 Years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete as per specifications. completePWD Sr -23-24,Ino-15.4 Nos 8100.0 8100.0 1.0 False None None False None False 8100.0 0 4075170 158567 None code582 Supply, installation in position, testing and commissioning of 6kg Fire Extinguisher Mono Ammonium Phosphate Powder 90, Stored Pressure Type, Pressure Gauge, Gross Weight 9.40 Kg, empty weight 3.4 Kg, Can Height 480MM, Diameter 160MM, Discharge Time less than 13 Sees, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 4 meters, applicable on Class A,B, C and electrically started Fire, A Rating 3A, B Rating 21B, Can construction : Deep drawn & Co., Mig welded, valve Construciton : Forging and Mechining, Internal Coating of Can: Epoxy powder coating, External Coating of Can: Epoxy Polyster power coating, Sheet metal thickness: 1.60MM, 5 years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications. complete IS 15683 and CE Approved PWD Sr -23-24,Ino-15.8 Nos 2550.0 2550.0 5.0 False None None False None False 12750.0 0 4075171 158567 None code583 Green mist Extinguishers : Supply and installation of 6 Ltr Watermist technology base, Stored pressure type, Rating -8A. 34B & 40F, Mild steel body t, Tamper- proof safety seal, Effective on Class-A, Class-B, Class-F and Electrically Started Fires, Built-in pressure gauge, lnstalert, Uses distilled water, Gross Weight 12.15 Kg, empty Weight 6.15kg, can Height 615mm Diameter 175M M, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Can Construction: Deep drawn & C02 Mig welded, Valve Construction: Forgin & Machining, ERDA approved, Sheet metal thickness : 2.00MM, Discharge Time : Min. 64 Sec., 5 Year Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete as per specifications. completePWD Sr -23-24,Ino-15.49 Nos 7700.0 7700.0 5.0 False None None False None False 38500.0 0 4075172 158567 None code584 Supplying Installation testing and Commissiong of Micro process base Fire alram Control panel having power regulation Circuit, which conner to 230 AC to @V.D.C. Indicating FIRE-FAULT, Test facility also with work test facility arrangement, provided in the panel. All this electronic circuits componets are assembled in M.S.16 gauge suitable panel cabinet with glass Fraonted and locking arrangements including cost of all mateials etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications PWD Sr -23-24,Ino-15.99.1 8 Zone capacity Nos 30000.0 30000.0 1.0 False None None False None False 30000.0 0 4075173 158567 None code585 Supplying Installing, testing and commissioning of Resettable type Manual Call point . works on 24V DC LED indicator with glass Fronted. Fire Symbol .The red Manual Call Point is approved to EN54-11 standard. MECHANICAL CONSTRUCTION The component parts of the call point are moulded in polycarbonate or ABS, depending on their function.PWD Sr -23-24,Ino-15.101 Nos 1500.0 1500.0 5.0 False None None False None False 7500.0 0 4075174 158567 None code586 Supplying Installing, testing and commissioning of electronic Hooter, it conists of electronic circuit to give dual Fire alaram sound with works. 24V DC with speaker all encased in suitable in MS 16 gauge red painted box. complete including cost of materials, labour, usage charges of machinery complete as per specifications.PWD Sr -23-24,Ino-15.102 Nos 1500.0 1500.0 5.0 False None None False None False 7500.0 0 4075175 158567 None code587 Supplying and drawing of 2 Core X 1.5 Sqmm copper conductor armoured cablePWD Sr -23-24,Ino-15.105 Mtr 150.0 150.0 88.0 False None None False None False 13200.0 0 4075176 158567 None code588 Providing, laying and jointing PVC pipes conforming to IS 4085-1960 & 7634-1975 and approved makes with necessary accessories such as collars, bends, elbows, tee, nipples, plugs with cuts and threads using jointing ring with solutions, wherever necessary as per the directions of the field Engineer including all lead and lift.PWD Sr -23-24,Ino-1.1.1, 25mm dia Mtr 68.0 68.0 44.0 False None None False None False 2992.0 0 4075177 158567 None code589 Cable trays Supplying and Installing follwing size of perforated painted with powder coating M.S.Cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts and nuts. painting suspenders etc as required. 300 X 50 x 1.6mm thick PWD Sr -23-24,Ino-4.1.4 Mtr 777.0 777.0 10.0 False None None False None False 7770.0 0 4075178 158567 None code590 Supplying Installing, testing and commissioning of P.A.System console panel with push button with speaker and indictoron Accomdated in M.S.Cabinet with painting including cost of materials, labour, usage charges of machinery complete as per specifications 10 Zone cansole. Complete PWD Sr-23-24,Ino-15.108 Nos 35000.0 35000.0 1.0 False None None False None False 35000.0 0 4075179 158567 None code591 P.A.System amplifier 250W RM S out put with complete wiring and controls accessable form front Nos 35250.0 35250.0 1.0 False None None False None False 35250.0 0 4075180 158567 None code592 Supplying Installing, testing and commissioning of Public address system (Two way comminication type) as per requirement of Fire Force authority and which Generally comprise of Supplying Installing, testing and commissioning of Approved make 6 W.wall mounted speaker with talk back facility with store enamel painted M.S.Sheet hosing etc. complete including cost of materia ls, labour, usage charges of machinery complete as per specifications.PWD Sr-23-24,Ino-15.107 Nos 2450.0 2450.0 5.0 False None None False None False 12250.0 0 4075181 158567 None code593 Supplying and drawing of 2 Core X 1.5 Sqmm copper conductor armoured cable.PWD Sr-23-24,Ino-15.105 Mtr 150.0 150.0 77.0 False None None False None False 11550.0 0 4075182 158567 None code594 Supplying heavy gauge PVC conduit pipe 19/20dia 2mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.PWD Sr-23-24,Ino-1.1.1 Mtr 68.0 68.0 77.0 False None None False None False 5236.0 0 4075183 158567 None code595 Supplying, installation, testing and commissioning of solar hot waterheater comprising of solar Flat Plate Collector (FPC) of size2120x1040x100mm and stainless steel hot water storage tank with stainless steel heat exchanger absorber made of copper sheet andcopper tube of following capacity aluminium box collector withappropriate capacity electrical back up arrangement excluding inletand out let pipes. SS Model with 100mm thick of 48Kg/M3density Rock wool insulation with 22SWG Aluminiumcladding.(P.No.34, I.No7.3.3 (Vol-6) of KPTCL SR 2023-24) 300L Cum 69986.0 69986.0 5.0 False None None False None False 349930.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1727262424000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1727262424000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1727262424000 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 1727262424000 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 1727262424000 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 1727262769000 0 None None ELIGIBILITY The tender document is part and parcel of the agreement. None 1727262772000 0 None None ELIGIBILITY The contractor shall obtain insurance coverage for all the workers deployed for this work. None 1727262776000 0 None None ELIGIBILITY Further details of the work or any clarifications can be obtained from the office of the Executive Engineer (Central office), KHB, Cauvery Bhavan, K.G. Road, Bangalore Ph: 080-22273511 ext-317, None 1727262780000 0 None None ELIGIBILITY The intending bidders are requested to note that they should abide by the detailed instructions and conditions contained in the Tender documents and further modifications done if any. None 1727262784000 0 None None ELIGIBILITY Corrigendum/modification/corrections, if any, will be published in the e procurement Web sites only. None 1727262787000 0 None None ELIGIBILITY KHB reserves the right to withdraw or cancel this invitation to BID/Tender without assigning any reason whatsoever None 1727262790000 0 None None ELIGIBILITY The bidder shall study the Tender document Carefully and quote the rates None 1727262793000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and are to be produced to the Executive Engineer to verify the documents within 3 days from the day of opening of Technical bid for verification, if required. None 1727262796000 0 None None ELIGIBILITY Drawings uploaded are only for Tender Purpose only. None 1727262800000 0 None None ELIGIBILITY GST shall be added separately in the estimate. None 1727262803000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1727262807000 0 None None ELIGIBILITY The bidder should maintain register of laborers deployed and wages paid for the workers and shall produce the documents whenever called for by the competent authority. Remittance towards PF shall be commensurate with the labour component of the work involved. None 1727262810000 0 None None ELIGIBILITY The bidder shall give an undertaking that they would abide by the provisions of employees provident fund and shall remit PF of labourers to the respective PF offices or else KHB have the right to deduct the PF amount from the work bills and remit the same to respective PF offices. None 1727262814000 0 None None ELIGIBILITY The contractor shall quote his rates inclusive of PF as per the applicable rate as issued by the PF department from time to time None 1727262819000 0 None None ELIGIBILITY The successful bidder shall give an under taking that they would abide by the provisions of the Employees Provident Fund Act. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Scanned Copy of documentary proof for having executed similar nature of work not less than 50% of tender amount as defined in Government order No.FD 480 EXP-12/2014,Bangalore dated:19.07.2014 Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. None None None None As per Tender Documents KW-4 clause 3.3 key & critical equipments available. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- As per Tender Documents KW-4 clause 3.3 key & critical equipments available. None None None None Executed in any one Financial year, the minimum quantities of work as mentioned in tender document Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Executed in any one Financial year, the minimum quantities of work as mentioned in tender document None None None None Required valid electrical license for executing similar nature of work as per tender document Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Required valid electrical license for executing similar nature of work as per tender document None None None None The Tenderer should have executed similar water supply/sanitary engineering works as per tender document Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- The Tenderer should have executed similar water supply/sanitary engineering works as per tender document None None None None Income Tax returns & PAN Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None GST Registration Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None To qualify for award of this contract , each tenderer in its name should have in the last five years achieved in at least two financial years a minimum financial turnover (In all classes of civil engineering construction works only) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Scanned copy of latest GST clearance certificate. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of latest GST clearance certificate. None None None None Scanned copy of Credit lines/ letter of credit /Bankers certificate for at least 20% of amount put to tender in the current financial year on the name of work put to tender. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Assessed Available Bid Capacity as per tender document Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed Available Bid Capacity as per tender document None None None None Covering letter. Others Covering letter. createdTs version createdDate modifiedDate documentName None None None None Others -- Covering letter.
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate False Technical Bid Company Registration Certificate False Technical Bid Reserved Category Certificate False Technical Bid Small Scale Industries Certificate False Technical Bid Work done certificate True Technical Bid key and critical equipment LIST True Technical Bid Income Tax returns & PAN no. True Technical Bid Pre-qualification certificate issued by KHB True Technical Bid GST clearance certificate True Technical Bid Credit lines/ letter of credit/Bankers certificate True Technical Bid Assessed available tender capacity calculation True Technical Bid Electrical license True Technical Bid Work done certificate with quantities True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1727272208000 version 0 createdDate None modifiedDate None blockNumber CAUVERY BHAVAN 3RD FLOOR street None city Bengaluru state Karnataka pin 560009
tenderRecallDTO	None