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noticeInvitingTenderDTO	createdTs 1724225422833 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 370000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 06-09-2024 17:30:00 tenderQueryClose 02-09-2024 16:00:00 technicalBidOpen 09-09-2024 11:00:00 publishedDate 22-08-2024 20:25:26 publishedByPost DUDC_EE_UDP publishedByUser KPE11408 - PURANDARA N K bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 02-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Purandara splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08202574933 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1724225422933 version 5 createdDate None modifiedDate None tenderNumber DMA/2024-25/BD/WORK_INDENT26171 title Construction of Building and Road at various Wards in udupi CMC Limit Under Nagarothana (Municipality ) Phase-04 Scheme description Construction of Building and Road at various Wards in udupi CMC Limit Under Nagarothana (Municipality ) Phase-04 Scheme category WORKS categoryText Works ecv 29331000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 2204 locationName DMA District Urban Development Cell Udupi provisionalAmount 29331000.0 groupOverheadTotal 4678673.83 fileNumber DUDC/CR/21016/19/2023(E-110372)
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724225423000 0 None None Buildings Construction of Building and Road at various Wards in udupi CMC Limit Under Nagarothana (Municipality ) Phase-04 Scheme 24652326.17 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3825857 145689 None Code1 Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work (In all kinds of soils Depth upto 1.5 m Cost of De-watering upto 5 % may be added, where required assessment for dewatering shall be made as per site condition ---- as per Engineer Incharge Cum 271.04 271.04 511.4 False None None False None False 138609.856 0 3825858 145689 None Code2 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 (Depth upto 3.00m ---- as per Engineer Incharge Cum 114.24 114.24 54.0 False None None False None False 6168.96 0 3825859 145689 None Code3 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- as per Engineer Incharge Cum 6707.68 6707.68 55.76 False None None False None False 374020.2368 0 3825860 145689 None Code4 Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, 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 ---- as per Engineer Incharge Cum 12038.99 12038.99 0.55 False None None False None False 6621.4445 0 3825861 145689 None Code5 Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, 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 ---- as per Engineer Incharge Cum 7648.3 7648.3 0.55 False None None False None False 4206.565 0 3825862 145689 None Code6 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 annealed steel wire and other ancilary operations complete as per drawing and technical specification ---- as per Engineer Incharge MT 100191.84 100191.84 20.4455 False None None False None False 2048472.26472 0 3825863 145689 None Code7 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. ---- as per Engineer Incharge Cum 297.92 297.92 301.0 False None None False None False 89673.92 0 3825864 145689 None Code8 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( M5) Using 40 mm nominal size graded crushed coarse aggregates ---- as per Engineer Incharge Cum 6343.68 6343.68 23.0 False None None False None False 145904.64 0 3825865 145689 None Code9 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. ---- as per Engineer Incharge Cum 6963.04 6963.04 19.0 False None None False None False 132297.76 0 3825866 145689 None Code10 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Footing- Concrete ---- as per Engineer Incharge Cum 7664.03 7664.03 13.0 False None None False None False 99632.39 0 3825867 145689 None Code11 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Columns upto plinth ---- as per Engineer Incharge Cum 12063.74 12063.74 1.0 False None None False None False 12063.74 0 3825868 145689 None Code12 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) i) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Column Ground Floor ---- as per Engineer Incharge Cum 13029.07 13029.07 4.0 False None None False None False 52116.28 0 3825869 145689 None Code13 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) i) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Column First Floor ---- as per Engineer Incharge Cum 13159.36 13159.36 6.0 False None None False None False 78956.16 0 3825870 145689 None Code14 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) i) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beam and Lintel Ground Floor ---- as per Engineer Incharge Cum 12262.66 12262.66 12.0 False None None False None False 147151.92 0 3825871 145689 None Code15 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) i) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Lintel and Beam First Floor ---- as per Engineer Incharge Cum 12385.28 12385.28 8.0 False None None False None False 99082.24 0 3825872 145689 None Code16 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) i) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Chejja Ground Floor ---- as per Engineer Incharge Cum 11113.03 11113.03 3.0 False None None False None False 33339.09 0 3825873 145689 None Code17 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) i) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Chejja First Floor ---- as per Engineer Incharge Cum 11224.16 11224.16 3.0 False None None False None False 33672.48 0 3825874 145689 None Code18 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) i) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Slab ---- as per Engineer Incharge Cum 11496.24 11496.24 38.0 False None None False None False 436857.12 0 3825875 145689 None Code19 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) i) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sump wall ---- as per Engineer Incharge Cum 8430.58 8430.58 16.0 False None None False None False 134889.28 0 3825876 145689 None Code20 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) i) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Staircase ---- as per Engineer Incharge Cum 7664.16 7664.16 3.0 False None None False None False 22992.48 0 3825877 145689 None Code21 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) For FF ---- as per Engineer Incharge MT 101193.76 101193.76 8.533 False None None False None False 863486.35408 0 3825878 145689 None Code22 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.In all kinds of soils upto 300 mm depth ---- as per Engineer Incharge Cum 106.4 106.4 508.8 False None None False None False 54136.32 0 3825879 145689 None Code23 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 ---- as per Engineer Incharge Cum 179.2 179.2 102.51 False None None False None False 18369.792 0 3825880 145689 None Code24 Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, 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 Column ---- as per Engineer Incharge Cum 12159.38 12159.38 2.17 False None None False None False 26385.8546 0 3825881 145689 None Code25 Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, 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 Beam and Lintel ---- as per Engineer Incharge Cum 11444.12 11444.12 5.85 False None None False None False 66948.102 0 3825882 145689 None Code26 Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, 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 Slab ---- as per Engineer Incharge Cum 10728.87 10728.87 10.68 False None None False None False 114584.3316 0 3825883 145689 None Code27 Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, 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 Staircase ---- as per Engineer Incharge Cum 10268.55 10268.55 1.62 False None None False None False 16635.051 0 3825884 145689 None Code28 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates ---- as per Engineer Incharge Cum 7032.67 7032.67 0.49 False None None False None False 3446.0083 0 3825885 145689 None Code29 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 ---- as per Engineer Incharge Cum 7451.14 7451.14 25.0 False None None False None False 186278.5 0 3825886 145689 None Code30 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 ---- as per Engineer Incharge Cum 10644.48 10644.48 8.0 False None None False None False 85155.84 0 3825887 145689 None Code31 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 ---- as per Engineer Incharge Cum 12063.74 12063.74 7.0 False None None False None False 84446.18 0 3825888 145689 None Code32 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 ---- as per Engineer Incharge Cum 11354.11 11354.11 12.0 False None None False None False 136249.32 0 3825889 145689 None Code33 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 ---- as per Engineer Incharge Cum 10289.66 10289.66 2.5 False None None False None False 25724.15 0 3825890 145689 None Code34 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 ---- as per Engineer Incharge Cum 7805.95 7805.95 9.0 False None None False None False 70253.55 0 3825891 145689 None Code35 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 ---- as per Engineer Incharge Cum 10644.48 10644.48 36.5 False None None False None False 388523.52 0 3825892 145689 None Code36 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 PWD SR 2023-24 Vol:1 P.NO.8 I.No:1.15.1 ---- as per Engineer Incharge Cum 406.56 406.56 332.35 False None None False None False 135120.216 0 3825893 145689 None Code37 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement ncluding 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. Sl. No.2.11.H, P.No. 18/CSR 2023-24 VOL-1 ---- as per Engineer Incharge MT 88492.32 88492.32 1.2328 False None None False None False 109093.332096 0 3825894 145689 None Code38 Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, 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 ( Page no 16, item no2.3.1 , UNI SR 2023-24) ---- as per Engineer Incharge Cum 9560.38 9560.38 25.8 False None None False None False 246657.804 0 3825895 145689 None Code39 Providing and fixing in position 12mm thick plaster of paris (Gypsum anhydrous) for ceiling reinforced with hessian cloth flat surface with ceiling tiles up to a height of 5 m above floor level over aluminium strips 25mm x 6mm and rendered smooth with plaster of paris including cost of materials, labour, curing complete as per specifications.. ---- as per Engineer Incharge Sqm 1311.52 1311.52 789.23 False None None False None False 1035090.9296 0 3825896 145689 None Code40 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (1 cement : 6 coarse sand) ---- as per Engineer Incharge Cum 7155.68 7155.68 79.83 False None None False None False 571237.9344 0 3825897 145689 None Code41 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. ---- as per Engineer Incharge Sqm 1378.72 1378.72 278.7 False None None False None False 384249.264 0 3825898 145689 None Code42 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- as per Engineer Incharge Sqm 409.92 409.92 869.0 False None None False None False 356220.48 0 3825899 145689 None Code43 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/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. ---- as per Engineer Incharge Sqm 194.88 194.88 920.0 False None None False None False 179289.6 0 3825900 145689 None Code44 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- as per Engineer Incharge Kgs 152.32 152.32 168.75 False None None False None False 25704.0 0 3825901 145689 None Code45 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc., complete as per specification I.S 3620/1979 Having compressive strength not less than 3.5 N/mm2 for saturated dry samples for superstructure in cm 1:6. For GF ---- as per Engineer Incharge Cum 7565.6 7565.6 42.0 False None None False None False 317755.2 0 3825902 145689 None Code46 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc., complete as per specification I.S 3620/1979 Having compressive strength not less than 3.5 N/mm2 for saturated dry samples for superstructure in cm 1:6. For FF ---- as per Engineer Incharge Cum 7641.26 7641.26 35.0 False None None False None False 267444.1 0 3825903 145689 None Code47 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- as per Engineer Incharge Sqm 285.6 285.6 160.0 False None None False None False 45696.0 0 3825904 145689 None Code48 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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 ---- as per Engineer Incharge Sqm 435.51 435.51 428.12 False None None False None False 186450.5412 0 3825905 145689 None Code49 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.1st Floor - Internal ---- as per Engineer Incharge Sqm 414.02 414.02 672.83 False None None False None False 278565.0766 0 3825906 145689 None Code50 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge..Ground Floor ---- as per Engineer Incharge Sqm 3194.24 3194.24 230.0 False None None False None False 734675.2 0 3825907 145689 None Code51 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.1st Floor ---- as per Engineer Incharge Sqm 3226.18 3226.18 216.0 False None None False None False 696854.88 0 3825908 145689 None Code52 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 ---- as per Engineer Incharge Sqm 995.68 995.68 23.0 False None None False None False 22900.64 0 3825909 145689 None Code53 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete., complete. ---- as per Engineer Incharge Sqm 1238.72 1238.72 163.0 False None None False None False 201911.36 0 3825910 145689 None Code54 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge., complete ---- as per Engineer Incharge Sqm 567.84 567.84 140.0 False None None False None False 79497.6 0 3825911 145689 None Code55 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface waterincluding of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. ---- as per Engineer Incharge Sqm 1310.4 1310.4 1.72 False None None False None False 2253.888 0 3825912 145689 None Code56 Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. ---- as per Engineer Incharge Kg 188.16 188.16 497.0 False None None False None False 93515.52 0 3825913 145689 None Code57 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2 (Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mm height with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size-1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). ---- as per Engineer Incharge Sqm 5625.76 5625.76 67.57 False None None False None False 380132.6032 0 3825914 145689 None Code58 Providing Mathi/Nandi wood frames of doors, windows, clerestorywindows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete andside clamps ), but including cost of materials, labour, usage charges complete as per specifications.. ---- as per Engineer Incharge Sqm 139106.24 139106.24 0.4 False None None False None False 55642.496 0 3825915 145689 None Code59 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) ---- as per Engineer Incharge Sqm 7724.64 7724.64 20.16 False None None False None False 155728.7424 0 3825916 145689 None Code60 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. ---- as per Engineer Incharge Sqm 123.2 123.2 298.0 False None None False None False 36713.6 0 3825917 145689 None Code61 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- as per Engineer Incharge Sqm 154.56 154.56 45.73 False None None False None False 7068.0288 0 3825918 145689 None Code62 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- as per Engineer Incharge Sqm 155.68 155.68 122.88 False None None False None False 19129.9584 0 3825919 145689 None Code63 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge ---- as per Engineer Incharge Kg 4.48 4.48 1715.62 False None None False None False 7685.9776 0 3825920 145689 None Code64 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of 1m or part thereof beyond 10 m. ---- as per Engineer Incharge Kg 64.96 64.96 3088.12 False None None False None False 200604.2752 0 3825921 145689 None Code65 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- as per Engineer Incharge Kg 126.56 126.56 4910.69 False None None False None False 621496.9264 0 3825922 145689 None Code66 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. ---- as per Engineer Incharge Sqm 636.16 636.16 524.13 False None None False None False 333430.5408 0 3825923 145689 None Code67 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 ---- as per Engineer Incharge Kg 632.8 632.8 176.0 False None None False None False 111372.8 0 3825924 145689 None Code68 Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40 mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: ---- as per Engineer Incharge Each 9667.84 9667.84 11.0 False None None False None False 106346.24 0 3825925 145689 None Code69 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g ---- as per Engineer Incharge Each 947.52 947.52 11.0 False None None False None False 10422.72 0 3825926 145689 None Code70 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 ---- as per Engineer Incharge m 271.04 271.04 190.0 False None None False None False 51497.6 0 3825927 145689 None Code71 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. 25 mm nominal dia Pipes ---- as per Engineer Incharge m 356.16 356.16 130.0 False None None False None False 46300.8 0 3825928 145689 None Code72 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. 40 mm nominal dia Pipes ---- as per Engineer Incharge m 600.32 600.32 95.0 False None None False None False 57030.4 0 3825929 145689 None Code73 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.Providing and fixing rectangular high density polyethylene ---- as per Engineer Incharge l 10.08 10.08 15000.0 False None None False None False 151200.0 0 3825930 145689 None Code74 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc., complete as per specification I.S 3620/1979 Having compressive strength not less than 3.5 N/mm2 for saturated dry samples for superstructure in cm 1:6. ---- as per Engineer Incharge Cum 7293.98 7293.98 49.48 False None None False None False 360906.1304 0 3825931 145689 None Code75 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 ---- as per Engineer Incharge Sqm 1392.51 1392.51 23.98 False None None False None False 33392.3898 0 3825932 145689 None Code76 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 ---- as per Engineer Incharge Sqm 1406.29 1406.29 28.85 False None None False None False 40571.4665 0 3825933 145689 None Code77 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. ---- as per Engineer Incharge Sqm 272.62 272.62 180.56 False None None False None False 49224.2672 0 3825934 145689 None Code78 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modi fied cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge., complete ---- as per Engineer Incharge Sqm 573.52 573.52 14.27 False None None False None False 8184.1304 0 3825935 145689 None Code79 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 . ---- as per Engineer Incharge Sqm 1295.22 1295.22 164.14 False None None False None False 212597.4108 0 3825936 145689 None Code80 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 ---- as per Engineer Incharge Sqm 1005.64 1005.64 4.87 False None None False None False 4897.4668 0 3825937 145689 None Code81 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete., complete. ---- as per Engineer Incharge Sqm 1251.11 1251.11 27.78 False None None False None False 34755.8358 0 3825938 145689 None Code82 Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ( ---- as per Engineer Incharge Cum 154642.88 154642.88 0.71 False None None False None False 109796.4448 0 3825939 145689 None Code83 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 30mm. 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 ) ---- as per Engineer Incharge Sqm 6431.04 6431.04 11.98 False None None False None False 77043.8592 0 3825940 145689 None Code84 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. - -do- 30 mm thick both side commercial ---- as per Engineer Incharge Sqm 3365.6 3365.6 11.58 False None None False None False 38973.648 0 3825941 145689 None Code85 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. ---- as per Engineer Incharge Sqm 356.16 356.16 19.41 False None None False None False 6913.0656 0 3825942 145689 None Code86 Providing and fixing to existing door frames 30mm thick glass fibre reinforced plastic (FRP) panelled door shutter of required colour and approved brand and manufacture made with fire retardent frade unsaturated polyster resin, moulded to 3mm thick FRP laminate for forming hollow rails and styles with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick FRP laminate for panels confirming to IS:14856, including fixing to frames. ---- as per Engineer Incharge Sqm 3588.48 3588.48 14.58 False None None False None False 52320.0384 0 3825943 145689 None Code87 Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. ---- as per Engineer Incharge Kg 204.96 204.96 921.8 False None None False None False 188932.128 0 3825944 145689 None Code88 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) ---- as per Engineer Incharge Sqm 6405.28 6405.28 3.0 False None None False None False 19215.84 0 3825945 145689 None Code89 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/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. ---- as per Engineer Incharge Sqm 196.83 196.83 170.12 False None None False None False 33484.7196 0 3825946 145689 None Code90 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. (V-II, P.No 50, Sl.No.8.54.2 of PWD SR 2023-24)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. ---- as per Engineer Incharge Sqm 112.0 112.0 733.05 False None None False None False 82101.6 0 3825947 145689 None Code91 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete- Gutter (600 mm over all girth) ---- as per Engineer Incharge Kgs 1202.88 1202.88 67.22 False None None False None False 80857.5936 0 3825948 145689 None Code92 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap: ---- as per Engineer Incharge Each 2626.4 2626.4 9.0 False None None False None False 23637.6 0 3825949 145689 None Code93 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 ---- as per Engineer Incharge Each 1366.4 1366.4 3.0 False None None False None False 4099.2 0 3825950 145689 None Code94 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. ---- as per Engineer Incharge Sqm 132.16 132.16 269.0 False None None False None False 35551.04 0 3825951 145689 None Code95 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc., complete as per specification I.S 3620/1979 Having compressive strength not less than 3.5 N/mm2 for saturated dry samples for superstructure in cm 1:6. For GF ---- as per Engineer Incharge Cum 7221.76 7221.76 45.0 False None None False None False 324979.2 0 3825952 145689 None Code96 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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 ---- as per Engineer Incharge Sqm 431.2 431.2 329.0 False None None False None False 141864.8 0 3825953 145689 None Code97 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 @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge ---- as per Engineer Incharge Sqm 915.04 915.04 25.9 False None None False None False 23699.536 0 3825954 145689 None Code98 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm . ---- as per Engineer Incharge Sqm 234.08 234.08 163.0 False None None False None False 38155.04 0 3825955 145689 None Code99 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. ---- as per Engineer Incharge Sqm 5967.36 5967.36 220.0 False None None False None False 1312819.2 0 3825956 145689 None Code100 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. ---- as per Engineer Incharge Each 6986.56 6986.56 1.0 False None None False None False 6986.56 0 3825957 145689 None Code101 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore ---- as per Engineer Incharge Each 341.6 341.6 6.0 False None None False None False 2049.6 0 3825958 145689 None Code102 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 32 mm nominal bore ---- as per Engineer Incharge Each 614.88 614.88 8.0 False None None False None False 4919.04 0 3825959 145689 None Code103 Providing and fixing 100 mm sand cast Iron grating for gully trap/ Nahani trap ---- as per Engineer Incharge Each 52.64 52.64 8.0 False None None False None False 421.12 0 3825960 145689 None Code104 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) ---- as per Engineer Incharge Sqm 1300.32 1300.32 543.92 False None None False None False 707270.0544 0 3825961 145689 None Code105 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density ---- as per Engineer Incharge Cum 2866.08 2866.08 483.45 False None None False None False 1385606.376 0 3825962 145689 None Code106 Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70kg/m2 using mechanical means.Sl. No.5.1-502 ---- as per Engineer Incharge Sqm 45.92 45.92 2544.0 False None None False None False 116820.48 0 3825963 145689 None Code107 Providing and applying primer coat with SS1 grade BituminousEmulsion on prepared surface of granular Base including cleaningwith mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means ---- as per Engineer Incharge Sqm 59.36 59.36 2544.0 False None None False None False 151011.84 0 3825964 145689 None Code108 Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- as per Engineer Incharge Cum 8357.44 8357.44 127.2 False None None False None False 1063066.368 0 3825965 145689 None Code109 Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binderVG-30 @ 5% by weight of mix and filler, transported to site,laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- as per Engineer Incharge Cum 11370.24 11370.24 63.6 False None None False None False 723147.264 0 3825966 145689 None Code110 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. ---- as per Engineer Incharge 100 Sqm 1680.0 1680.0 3.05 False None None False None False 5124.0 0 3825967 145689 None Code111 Construction of un-reinforced plain cement concrete pavementusing RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. Thesuperplastisiser confirming to IS 9103-1999 Reaffirmed-2008,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) Sl. No.6.6 P.No. 51/CSR 2023-24 VOL-3 ---- as per Engineer Incharge Cum 7586.88 7586.88 101.85 False None None False None False 772723.728 0 3825968 145689 None Code112 Geophysical investigation at site for sinking borewells for supplying 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 ---- as per Engineer Incharge Each 6081.2 6081.2 1.0 False None None False None False 6081.2 0 3825969 145689 None Code113 Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: ---- as per Engineer Incharge m 346.08 346.08 50.0 False None None False None False 17304.0 0 3825970 145689 None Code114 Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: ---- as per Engineer Incharge m 433.44 433.44 50.0 False None None False None False 21672.0 0 3825971 145689 None Code115 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. PWD CSR 2023-24 Vol 5 P.No 139 I.No 12.2.3 ---- as per Engineer Incharge m 2164.96 2164.96 25.0 False None None False None False 54124.0 0 3825972 145689 None Code116 roviding 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 ---- as per Engineer Incharge Nos 168.0 168.0 2.0 False None None False None False 336.0 0 3825973 145689 None Code117 Providingand laying at site of work MS casing caps as per IS1239 (part II)1982 with all latest amendments if any for any dia.The thickness of plate used forcovering one ends hall be 3mm(minimum).The dimensions of caps and colarsshall be strictly as per IS 1239(Part-II)1982 with all amendments including cos of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge ---- as per Engineer Incharge Nos 183.68 183.68 2.0 False None None False None False 367.36 0 3825974 145689 None Code118 Logging / scanning of borewell at any depth continuously with the help of Logger unit including the cost of transportation charges, crew charges, stationery charges and cost of consumables etc ---- as per Engineer Incharge Nos 4114.88 4114.88 1.0 False None None False None False 4114.88 0 3825975 145689 None Code119 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 7.50 HP - 120 LPM @ 132 m = 14 STG Outlet Dia - 2.00" ---- as per Engineer Incharge Nos 38919.0 38919.0 1.0 False None None False None False 38919.0 0 3825976 145689 None Code120 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 will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete Medium Duty GI pipe of 32mm dia ---- as per Engineer Incharge m 426.72 426.72 50.0 False None None False None False 21336.0 0 3825977 145689 None Code121 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendmentsSize 80 mm ---- as per Engineer Incharge Nos 1960.0 1960.0 1.0 False None None False None False 1960.0 0 3825978 145689 None Code122 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 for outdoor NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter 6 to15 HP pumps ---- as per Engineer Incharge Nos 19600.0 19600.0 1.0 False None None False None False 19600.0 0 3825979 145689 None Code123 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: 1.7 M010G PVC pipes 110mm dia., 6 kg/sqcm & class 3, ---- as per Engineer Incharge m 460.32 460.32 115.0 False None None False None False 52936.8 0 3825980 145689 None Code124 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 ---- as per Engineer Incharge m 246.4 246.4 185.0 False None None False None False 45584.0 0 3825981 145689 None Code125 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.. ---- as per Engineer Incharge Each 6108.48 6108.48 4.0 False None None False None False 24433.92 0 3825982 145689 None Code126 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63Amps TPN ---- as per Engineer Incharge Nos 3088.0 3088.0 3.0 False None None False None False 9264.0 0 3825983 145689 None Code127 Supplying of TPST with rewirable porcelain channels in SM encloser made out of 14 SWG powder coated point of approved colour 63 amps ---- as per Engineer Incharge Nos 4193.93 4193.93 1.0 False None None False None False 4193.93 0 3825984 145689 None Code128 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C. 50 Hz 12/24v D.C. ---- as per Engineer Incharge Nos 515.0 515.0 1.0 False None None False None False 515.0 0 3825985 145689 None Code129 Suppling fully automatic star delta starter unit push button type with suitable wires 2 conductors and adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts phase and wired after fixing to the existing wooden board for motor. Above 12.5 HP upto 25 HP ---- as per Engineer Incharge Nos 8764.0 8764.0 1.0 False None None False None False 8764.0 0 3825986 145689 None Code130 Supplying and fixing single phase preventer using necessary wires over an existing panel board suitable for motar up to 20 HP capacities. ---- as per Engineer Incharge Nos 904.02 904.02 1.0 False None None False None False 904.02 0 3825987 145689 None Code131 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade multistrand copper conductor single core wire in open or concealed system of wiring as per IS 694:1990 & conforming to the attached GTP of group A. 4 sqmm ---- as per Engineer Incharge m 63.0 63.0 870.0 False None None False None False 54810.0 0 3825988 145689 None Code132 Supplying fixing and wiring heavy duty low voltage capacitors conforming to IS 2834 phase 400/440 volts grade, for power factor improvement of rotating machinery. ---- as per Engineer Incharge Nos 480.0 480.0 4.0 False None None False None False 1920.0 0 3825989 145689 None Code133 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C cotouts and other equipments on the meter board using 40mm dia 2.90 thick GI pipe 2.5 mtr long buried in a pit… The pit should be filled with equal proprotion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia ---- as per Engineer Incharge Nos 3510.0 3510.0 1.0 False None None False None False 3510.0 0 3825990 145689 None Code134 Supplying and fixing porcelain fuse channel with cut out on the existing wooden block and wiring complete 63 amps ---- as per Engineer Incharge Nos 401.0 401.0 3.0 False None None False None False 1203.0 0 3825991 145689 None Code135 DistributionTransformer-3Phase,11kV/433V-StackedCRGOCorewithOilasperIS-1180 (Part-1): 2014 100 kVA, Aluminium Wdg, Star 2 (5 Star) (PWD Escom SR 2023-24,p- 7,It-12.06) ---- as per Engineer Incharge Nos 221952.0 221952.0 1.0 False None None False None False 221952.0 0 3825992 145689 None Code136 Erectionof Transformer&StructuresErectionof 100kVATransformer-LabourCost (PWD Escom SR 2023-24,p- 46,It-12.06 ---- as per Engineer Incharge Set 1590.0 1590.0 1.0 False None None False None False 1590.0 0 3825993 145689 None Code137 DP Transformer Structure using RCC Pole - 9 Mtr Long, 145 Kg WL ---- as per Engineer Incharge Nos 17402.0 17402.0 1.0 False None None False None False 17402.0 0 3825994 145689 None Code138 Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using copper PVC insulated multi strand 2*1.5Sqmm copper wire with a 6Amps flush type SP control switch shall be fixed on the exisisting plastic sheet/ gang box, the othe ind of the wires shall be terminated with sufficient loose length in a wood/ PVC round block. complete for each outlet.Short point upto 3mtr form tapping point to out let via switch ---- as per Engineer Incharge Point 269.0 269.0 30.0 False None None False None False 8070.0 0 3825995 145689 None Code139 Medium point above 3Mtr upto 6mtr from tapping point to outlet via switch ---- as per Engineer Incharge Point 379.0 379.0 65.0 False None None False None False 24635.0 0 3825996 145689 None Code140 Long point above 6 mtr upto 10mtr from tapping point to out let via switch ---- as per Engineer Incharge Point 555.0 555.0 70.0 False None None False None False 38850.0 0 3825997 145689 None Code141 Two outlet in a row, above 3mtr upto 6mtr from tapping point to out let via switches ---- as per Engineer Incharge Point 677.0 677.0 25.0 False None None False None False 16925.0 0 3825998 145689 None Code142 Open Conduit System : Supplying heavy gauge PVC conduit pipe ....... dia ....... mm 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.. 19/20mm dia 2mm thick ---- as per Engineer Incharge Mtr 69.0 69.0 1000.0 False None None False None False 69000.0 0 3825999 145689 None Code143 Open Conduit System : Supplying heavy gauge PVC conduit pipe ....... dia ....... mm 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 orrawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.. 25mm dia 2mm thick ---- as per Engineer Incharge Mtr 81.0 81.0 750.0 False None None False None False 60750.0 0 3826000 145689 None Code144 Open Conduit System : Supplying heavy gauge PVC conduit pipe ....... dia ....... mm 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 orrawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.. 32mm dia 2mm thick ---- as per Engineer Incharge Mtr 106.0 106.0 165.0 False None None False None False 17490.0 0 3826001 145689 None Code145 Groove cutting :Supplying...dia 2mm/2.5mm thick heavy gauge PVC Conduit pope with bends, metal junction boxes adhesive paste etc., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever neccessary. 19/20mm dia 2mm thick ---- as per Engineer Incharge Mtr 68.0 68.0 250.0 False None None False None False 17000.0 0 3826002 145689 None Code146 Groove cutting :Supplying...dia 2mm/2.5mm thick heavy gauge PVC Conduit pope with bends, metal junction boxes adhesive paste etc., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever neccessary. 25mm dia 2m thick ---- as per Engineer Incharge Mtr 79.0 79.0 300.0 False None None False None False 23700.0 0 3826003 145689 None Code147 Groove cutting :Supplying...dia 2mm/2.5mm thick heavy gauge PVC Conduit pope with bends, metal junction boxes adhesive paste etc., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever neccessary. 32mm dia 2.5mm thick ---- as per Engineer Incharge Mtr 99.0 99.0 100.0 False None None False None False 9900.0 0 3826004 145689 None Code148 Wiring for lighting/ power circuit using one of PVC insulated 1100v grade, multis and Copper conductor single core cable in open or concealed system of wiring. 1.5 sqmm ---- as per Engineer Incharge Mtr 26.0 26.0 650.0 False None None False None False 16900.0 0 3826005 145689 None Code149 Wiring for lighting/ power circuit using one of PVC insulated 1100v grade, multis and Copper conductor single core cable in open or concealed system of wiring. 2.5 sqmm ---- as per Engineer Incharge Mtr 42.0 42.0 1400.0 False None None False None False 58800.0 0 3826006 145689 None Code150 Wiring for lighting/ power circuit using one of PVC insulated 1100v grade, multis and Copper conductor single core cable in open or concealed system of wiring. 6 sqmm ---- as per Engineer Incharge Mtr 92.0 92.0 780.0 False None None False None False 71760.0 0 3826007 145689 None Code151 Fan Box / Hook Supplying and fixing of Metal Fan Box with Round Hook. ( ---- as per Engineer Incharge Each 160.0 160.0 60.0 False None None False None False 9600.0 0 3826008 145689 None Code152 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall1 - 3 Way ---- as per Engineer Incharge Each 138.0 138.0 85.0 False None None False None False 11730.0 0 3826009 145689 None Code153 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall4 - 5 Way ---- as per Engineer Incharge Each 159.0 159.0 3.0 False None None False None False 477.0 0 3826010 145689 None Code154 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall6 Way ( ---- as per Engineer Incharge Each 220.0 220.0 21.0 False None None False None False 4620.0 0 3826011 145689 None Code155 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall8 Way ---- as per Engineer Incharge Each 261.0 261.0 9.0 False None None False None False 2349.0 0 3826012 145689 None Code156 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall10-12 Way ---- as per Engineer Incharge Each 319.0 319.0 16.0 False None None False None False 5104.0 0 3826013 145689 None Code157 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall16way ---- as per Engineer Incharge Each 363.0 363.0 17.0 False None None False None False 6171.0 0 3826014 145689 None Code158 Supplying 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. 3 Module ---- as per Engineer Incharge Each 161.0 161.0 85.0 False None None False None False 13685.0 0 3826015 145689 None Code159 Supplying 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 Module ---- as per Engineer Incharge Each 175.0 175.0 3.0 False None None False None False 525.0 0 3826016 145689 None Code160 Supplying 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. 6 Module ( ---- as per Engineer Incharge Each 234.0 234.0 21.0 False None None False None False 4914.0 0 3826017 145689 None Code161 Supplying 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 ---- as per Engineer Incharge Each 284.0 284.0 8.0 False None None False None False 2272.0 0 3826018 145689 None Code162 Supplying 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. 10-12 Module ---- as per Engineer Incharge Each 344.0 344.0 13.0 False None None False None False 4472.0 0 3826019 145689 None Code163 Supplying 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. 16 Module ---- as per Engineer Incharge Each 397.0 397.0 17.0 False None None False None False 6749.0 0 3826020 145689 None Code164 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293.6A one way ---- as per Engineer Incharge Each 102.0 102.0 250.0 False None None False None False 25500.0 0 3826021 145689 None Code165 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293.6A two way ---- as per Engineer Incharge Each 166.0 166.0 5.0 False None None False None False 830.0 0 3826022 145689 None Code166 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293.6A three way socket. ---- as per Engineer Incharge Each 171.0 171.0 50.0 False None None False None False 8550.0 0 3826023 145689 None Code167 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293.Stepped Fan Regulator. ---- as per Engineer Incharge Each 357.0 357.0 60.0 False None None False None False 21420.0 0 3826024 145689 None Code168 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293.16A one way switch. ---- as per Engineer Incharge Each 180.0 180.0 11.0 False None None False None False 1980.0 0 3826025 145689 None Code169 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293.6A Bell Push. ---- as per Engineer Incharge Each 177.0 177.0 3.0 False None None False None False 531.0 0 3826026 145689 None Code170 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293.32A DP switch . ---- as per Engineer Incharge Each 326.0 326.0 2.0 False None None False None False 652.0 0 3826027 145689 None Code171 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293.6/16A Universal Socket ---- as per Engineer Incharge Each 236.0 236.0 11.0 False None None False None False 2596.0 0 3826028 145689 None Code172 Supplying and fixing miniature circuit breaker on existing MCB distribution board using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10K and complete wiring confirming to IEC 60898.5 - 32 Amps SP ---- as per Engineer Incharge Each 415.0 415.0 31.0 False None None False None False 12865.0 0 3826029 145689 None Code173 Supplying and fixing miniature circuit breaker on existing MCB distribution board using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10K and complete wiring confirming to IEC 60898.6-32 Amps DP ---- as per Engineer Incharge Each 739.0 739.0 4.0 False None None False None False 2956.0 0 3826030 145689 None Code174 Supplying and fixing miniature circuit breaker on existing MCB distribution board using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10K and complete wiring confirming to IEC 60898.16-25A,2P,RCCB ---- as per Engineer Incharge Each 4277.0 4277.0 3.0 False None None False None False 12831.0 0 3826031 145689 None Code175 Supplying and fixing regular MCB distribution board on wall/ flush mounting using required clamps, bolts, nuts, etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase/ single door with powder coated painting etc., complete. Made out of 14 SWG MS enclosure.16 way SP &N ---- as per Engineer Incharge Each 2932.0 2932.0 3.0 False None None False None False 8796.0 0 3826032 145689 None Code176 Supplying….mm dia 2mm 2.5mm thick heavy gauge PVC conduit pipe with suitable size bends, metal/ PVC junction boxes adhesive paste etc : 19/20mm dia 2mm thick ---- as per Engineer Incharge Mtr 66.0 66.0 400.0 False None None False None False 26400.0 0 3826033 145689 None Code177 Supplying….mm dia 2mm 2.5mm thick heavy gauge PVC conduit pipe with suitable size bends, metal/ PVC junction boxes adhesive paste etc : 25mm dia 2mm thick ---- as per Engineer Incharge Mtr 78.0 78.0 200.0 False None None False None False 15600.0 0 3826034 145689 None Code178 Fixing all types and all capacities of flouroscent / false ceiling / spot light / CFL / LED fittings on the wall / ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required nos. of round blocks & clamps. On wall / ceiling / rafter / girders. ---- as per Engineer Incharge Each 122.0 122.0 100.0 False None None False None False 12200.0 0 3826035 145689 None Code179 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps ceiling rose, necessary length of 23/0.0076 inch PVC insulated twin twisted copper wire and wiring. ---- as per Engineer Incharge Each 171.0 171.0 41.0 False None None False None False 7011.0 0 3826036 145689 None Code180 Supplying fixing andwiring earth electrode for groundingof lifts, transformers,DGsetsetc.using40mmdia2.9mmthick2.5mlongGI pipewithGIfunnelwithmeshandsuitablesizereducer fixedonthetop of the earth electrode.The funnel should be enclosed in aCC chamber of 400x400x400mmwith a cast iron cover. The earthelectrodeshall havestaggeredholesof12mmdiaand theelectrode shouldbecovered150mmall-roundwithalternatelayersofsaltandcharcoalfromthebottomoftheCCchamber.Theconnectionfromthe electrode is to be established through GI strip using GI bolts and nuts ---- as per Engineer Incharge Nos 4256.0 4256.0 3.0 False None None False None False 12768.0 0 3826037 145689 None Code181 Supplying and running of GI/copper strips for grounding connections using necessary fixing materials as required. 8 SWG copper wire ---- as per Engineer Incharge Mtr 128.0 128.0 140.0 False None None False None False 17920.0 0 3826038 145689 None Code182 Supplying ---- feet --- PVC batten with integrated LED tube ---- watt with high quality deffuser with life of 25000 burning hours &70% lumen maintenence with CRI .2 year warranty againest any manufacturing defect - LED light fitting 1 x4' -36 watt industrial type Decorative Slim Linear LED Batten of 1150 mm length : 36 watt, (Philips -mirolta pro 36watt or equivalent)-( ---- as per Engineer Incharge No 1269.0 1269.0 19.0 False None None False None False 24111.0 0 3826039 145689 None Code183 Supplying 48" Sweep (1200mm)capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles, Single phase AC supply conforming ot ISS-374-1979 and with double ball bearing system. ( Havells Or Equivalent) ---- as per Engineer Incharge No 2984.0 2984.0 51.0 False None None False None False 152184.0 0 3826040 145689 None Code184 Supply of round/square recess/surface mounted rolling typeLEDDown light with ......WGU10 LEDLampRibFabricated from diecast aluminium with white powder coatedprewired tomainsconnector&hasswivellingunitofaluminiumdiecasteyeball &LEDLamppositionretainedbycircularwirespring,withLifeof25000 burning hours&70%lumenmaintenance withCRI greated than 80. PowerInput:220-240V@50/60Hz&Powerfactor greater than 0.9alongwithCEapproved. 2yearsWarrantyagainstanymanufacturingdefectworking under standard electrical condition LED square or round down light 15-18W( Philips or equivalent ---- as per Engineer Incharge Nos 1324.0 1324.0 30.0 False None None False None False 39720.0 0 3826041 145689 None Code185 Supplying of recess mounting non integral type ........ LEDwluminairecomprising of pressuredecast/extrudedaluminiumhousing,withspringloadedfalseceilingclamps,PowerLEDswithCCT6500degreeK,CRI greater than 70%. efficacygreater than 100lumenper W,120degree beamspread, lifegreater than 25000burninghoursandCompliance toIS10322/IEC60598, LM79&LM80. Thelampcompartment isenclosedwithanti glareopal diffuserwhichenhances the lighting level LEDsaredrivenbyHFelectronicdriver integrated inaseparatecontrolgea assembly., withPFgreater than 0.95, power loss should Less than 5%of lampWage.,shortcircuit&opencircuitprotectiontobeintegrated inthecircuit,THDles than20%,LifeasperLM79. Theoperatinginputvoltageshouldbebetween130 to 275 V. BISApproved andTestedby NABL/CPRI accredited laboratory with2yearsWarranty againstany manufacturing defect working under standard electrical condition. LED Modular recess mounted panel type light 2'x2' - 34-36watt ( Philips or equivalent ) ---- as per Engineer Incharge Nos 5898.0 5898.0 33.0 False None None False None False 194634.0 0 3826042 145689 None Code186 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293.TV/Telephone Socket ---- as per Engineer Incharge Each 156.0 156.0 11.0 False None None False None False 1716.0 0 3826043 145689 None Code187 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293.TV RJ45/I.O Outlet Cat-6 ---- as per Engineer Incharge Each 337.0 337.0 2.0 False None None False None False 674.0 0 3826044 145689 None Code188 Supplyingand drawingPVCflexible onepair telephoneunarmoured tinned copper cable. 2Pair ---- as per Engineer Incharge Mtr 15.0 15.0 100.0 False None None False None False 1500.0 0 3826045 145689 None Code189 Supplying and drawing UTP-CAT 6E LAN cable ---- as per Engineer Incharge Mtr 38.0 38.0 2.0 False None None False None False 76.0 0 3826046 145689 None Code190 Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and coloring to match the existing wall or brackets with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame if required. ---- as per Engineer Incharge Each 707.0 707.0 8.0 False None None False None False 5656.0 0 3826047 145689 None Code191 Supplying ---- feet --- PVC batten with integrated LED tube ---- watt with high quality deffuser with life of 25000 burning hours &70% lumen maintenence with CRI .2 year warranty againest any manufacturing defect - LED light fitting LEDlight fitting1x2'- 9/10watt- (Philips or equivalent) ---- as per Engineer Incharge No 551.0 551.0 9.0 False None None False None False 4959.0 0 3826048 145689 None Code192 Supplyingexhaust fanof1440RPMof450mm(15")sizewithbracketbladescompleteforheavy dutysuitableforoperateon230V50Hz,ACsupply. (HavellsOrEquivalent) ---- as per Engineer Incharge Nos 4446.0 4446.0 8.0 False None None False None False 35568.0 0 3826049 145689 None Code193 Two outlet in a row, above 10mtr from tapping point to out let via switches ---- as per Engineer Incharge Point 989.0 989.0 10.0 False None None False None False 9890.0 0 3826050 145689 None Code194 Deep Junction Box19/20mm deep junction box ---- as per Engineer Incharge Each 49.0 49.0 10.0 False None None False None False 490.0 0 3826051 145689 None Code195 Deep Junction Box 25mm deep junction box ---- as per Engineer Incharge Each 51.0 51.0 10.0 False None None False None False 510.0 0 3826052 145689 None Code196 Supplying and fixing regular MCB distribution board on wall/ flush mounting using required clamps, bolts, nuts, etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase/ single door with powder coated painting etc., complete. Made out of 14 SWG MS enclosure. 8 way TP & N 6 way TP & N ---- as per Engineer Incharge Each 4940.0 4940.0 2.0 False None None False None False 9880.0 0 3826053 145689 None Code197 Fixing all types and Fixing halegen/LED/MH/svl/il/led FLOOD LIGHT FITTING on existing Pole /wall ceiling including lamps ,blts,nuts and wiring usiing suitable capacity wires ---- as per Engineer Incharge Each 162.0 162.0 4.0 False None None False None False 648.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724225425000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724225425000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724225425000 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 1724225425000 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 1724225425000 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
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 Satisfactory completed, at least one similar nature of work like Construction of Building value not less than Rs.123.26 Lakhs as a prime contractor Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Class 2 and above Past Experience None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 493.00 lakhs Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None liquid assets and or availability of credit facilities of no less than Rs. 74.00 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Satisfactory completed,Earth work excavation/ Embankment1366.04 Cum,Providing and laying Cement Concrete (Plain & Reinforced)363.00 cum,Laterite/Size stone masonry137.18 cum,Providing WMM/WBM389.00 cum,TMT Steel reinforcement 24.00MT,BM/SDBC/DBM/BC180.00cum,Plastering2743.00 sqm,Granite/tiles/marbles stone533.00sqm Others Work done certificate createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate
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
tenderWorkLocationList
tenderAddress	createdTs 1724226083000 version 0 createdDate None modifiedDate None blockNumber DUDC DC Office Udupi street None city Udupi state Karnataka pin 576104
tenderRecallDTO	None