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noticeInvitingTenderDTO	createdTs 1725532050793 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2960.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 17-09-2024 17:30:00 tenderQueryClose 17-09-2024 11:00:00 technicalBidOpen 19-09-2024 11:00:00 publishedDate 09-09-2024 13:54:00 publishedByPost RWSSD_EE_DIV_BGV publishedByUser KPE10438 - SHASHIKANT B NAIK bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 11-09-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EXECUTIVE ENGINEER splitEmdRequiredYn None emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08312420835 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1725532050834 version 4 createdDate None modifiedDate None tenderNumber RWSSD/2024-25/WS/WORK_INDENT8393 title Providing Water Supply Scheme to KHB Colony near Angadi Institute at Benakanahalli Belagavi description Providing Water Supply Scheme to KHB Colony near Angadi Institute at Benakanahalli Belagavi category WORKS categoryText Works ecv 11811178.52 deptName Rural Drinking Water and Sanitation Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1114 locationName RWSSD Division Office Belagavi provisionalAmount 15000000.0 groupOverheadTotal 0.0 fileNumber KHB/Benakanahalli
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1725532051000 0 None None Water supply/sewage lines Construction of Openwell-1 6.0 m dia , 16.5 m depth 2116326.23 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3929075 151589 None code01 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 for 0.00 to 3.00 Mtr Cum 102.0 102.0 1005.31 False None None False None False 102541.62 0 3929076 151589 None code02 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 for 3.00 to 6.00 Mtr Cum 117.0 117.0 531.42 False None None False None False 62176.14 0 3929077 151589 None code03 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work for 6.00 to 7.50 Mtr Cum 144.0 144.0 179.71 False None None False None False 25878.24 0 3929078 151589 None code04 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 for 7.50 to 9.00 Mtr Cum 170.47 170.47 138.71 False None None False None False 23645.8937 0 3929079 151589 None code05 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 for 9.00 to 10.50 Mtr Cum 178.41 178.41 103.01 False None None False None False 18378.0141 0 3929080 151589 None code06 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 for 10.50 to12.00 Cum 658.0 658.0 79.71 False None None False None False 52449.18 0 3929081 151589 None code07 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 for 12.00 to13.50 Cum 689.02 689.02 65.84 False None None False None False 45365.0768 0 3929082 151589 None code08 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) for 13.50 to 15.00 Mtr Cum 2019.47 2019.47 43.13 False None None False None False 87099.7411 0 3929083 151589 None code09 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) for 15.00 to 16.50 Mtr Cum 2120.45 2120.45 43.13 False None None False None False 91455.0085 0 3929084 151589 None code10 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 40 mm nominal size graded crushed coarse aggregates for Foundation Complete as per directions of the Engineer-in-Charge. Cum 5989.0 5989.0 2.92 False None None False None False 17487.88 0 3929085 151589 None code11 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other17Item No. Description of Item Unit Rate Rs.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 for Raft, Staining Wall Complete as per directions of the Engineer-in-Charge. Cum 10771.2 10771.2 59.9 False None None False None False 645194.88 0 3929086 151589 None code12 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (The laps and wastages shall not be measured separately) Complete as per Instruction of Engineer In Charge. Tonne 79011.0 79011.0 4.193 False None None False None False 331293.123 0 3929087 151589 None code13 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 Complete as per directions of the Engineer-in-Charge. Cum 266.0 266.0 1683.84 False None None False None False 447901.44 0 3929088 151589 None code14 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. Kg 113.0 113.0 1286.0 False None None False None False 145318.0 0 3929089 151589 None code15 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm Complete as per directions of the Engineer-in-Charge. Sqm 280.0 280.0 32.15 False None None False None False 9002.0 0 3929090 151589 None code16 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc Complete as per directions of the Engineer-in-Charge. Each 2140.0 2140.0 1.0 False None None False None False 2140.0 0 3929091 151589 None code17 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor,Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Complete as per directions of the Engineer-in-Charge. No 9000.0 9000.0 1.0 False None None False None False 9000.0 0 1725532051000 0 None None Water supply/sewage lines Construction of Openwell-2 6.0 m dia , 15 m depth - near Nala 1680288.83 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3929092 151590 None code01 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 for 0.00 to 3.00 Mtr Cum 102.0 102.0 578.3 False None None False None False 58986.6 0 3929093 151590 None code02 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 for 3.00 to 6.00 Mtr Cum 117.0 117.0 354.94 False None None False None False 41527.98 0 3929094 151590 None code03 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting for 6.00 to 7.50 Mtr Cum 573.52 573.52 117.83 False None None False None False 67577.8616 0 3929095 151590 None code04 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 for 7.50 to 9.00 Mtr Cum 600.32 600.32 77.78 False None None False None False 46692.8896 0 3929096 151590 None code05 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 for 9.00 to 10.50 Mtr Cum 628.46 628.46 51.71 False None None False None False 32497.6666 0 3929097 151590 None code06 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 for 10.50 to12.00 Cum 658.0 658.0 24.53 False None None False None False 16140.74 0 3929098 151590 None code07 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 for 12.00 to13.50 Cum 689.02 689.02 20.66 False None None False None False 14235.1532 0 3929099 151590 None code08 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. In Hard rock (blasting prohibited) for 13.50 to 15.00 Mtr Cum 2019.47 2019.47 18.85 False None None False None False 38067.0095 0 3929100 151590 None code09 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 40 mm nominal size graded crushed coarse aggregates for Foundation Complete as per directions of the Engineer-in-Charge. Cum 5989.0 5989.0 2.92 False None None False None False 17487.88 0 3929101 151590 None code10 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other17Item No. Description of Item Unit Rate Rs.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 for Raft, Staining Wall Complete as per directions of the Engineer-in-Charge. Cum 10771.2 10771.2 59.9 False None None False None False 645194.88 0 3929102 151590 None code11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (The laps and wastages shall not be measured separately) Complete as per Instruction of Engineer In Charge Tonne 79011.0 79011.0 4.19 False None None False None False 331056.09 0 3929103 151590 None code12 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 Complete as per directions of the Engineer-in-Charge. Cum 266.0 266.0 805.88 False None None False None False 214364.08 0 3929104 151590 None code13 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. Kg 113.0 113.0 1286.0 False None None False None False 145318.0 0 3929105 151590 None code14 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm Complete as per directions of the Engineer-in-Charge. Sqm 280.0 280.0 32.15 False None None False None False 9002.0 0 3929106 151590 None code15 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc Complete as per directions of the Engineer-in-Charge. Each 2140.0 2140.0 1.0 False None None False None False 2140.0 0 1725532051000 0 None None Water supply/sewage lines RCC hume pipe pump house near Proposed Open wells 62267.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3929107 151591 None code01 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & 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 Ordinary Soil Complete as per directions of the Engineer-in-Charge. Cum 242.0 242.0 1.73 False None None False None False 418.66 0 3929108 151591 None code02 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 40 mm nominal size graded crushed coarse aggregates Complete as per directions of the Engineer-in-Charge. Cum 5989.0 5989.0 0.58 False None None False None False 3473.62 0 3929109 151591 None code03 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand Complete as per directions of the Engineer-in-Charge. Cum 6389.0 6389.0 1.36 False None None False None False 8689.04 0 3929110 151591 None code04 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications Complete as per directions of the Engineer-in-Charge. Cum 2682.0 2682.0 0.44 False None None False None False 1180.08 0 3929111 151591 None code05 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Complete as per directions of the Engineer-in-Charge. Cum 6217.0 6217.0 0.9 False None None False None False 5595.3 0 3929112 151591 None code06 RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm Complete as per directions of the Engineer-in-Charge. Each 16401.0 16401.0 2.0 False None None False None False 32802.0 0 3929113 151591 None code07 Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. Each 1882.0 1882.0 2.0 False None None False None False 3764.0 0 3929114 151591 None code08 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 89.0 89.0 42.0 False None None False None False 3738.0 0 3929115 151591 None code09 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 115.0 115.0 1.8 False None None False None False 207.0 0 3929116 151591 None code10 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Per Cmtr 4.0 4.0 600.0 False None None False None False 2400.0 0 1725532051000 0 None None Water supply/sewage lines Pumping machinery at Proposed Open well-1 101660.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3929117 151592 None code01 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. 12.50 HP - 360 LPM @ 90 m = 6 STG Outlet Dia - 3.00". No 35907.0 35907.0 1.0 False None None False None False 35907.0 0 3929118 151592 None code02 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. For 1x3x4 Sqm Rmtr 185.0 185.0 20.0 False None None False None False 3700.0 0 3929119 151592 None code03 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments for 100mm Nos 654.0 654.0 1.0 False None None False None False 654.0 0 3929120 151592 None code04 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments for 80mm. Nos 1650.0 1650.0 1.0 False None None False None False 1650.0 0 3929121 151592 None code05 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 amendments for 80mm. Nos 1750.0 1750.0 1.0 False None None False None False 1750.0 0 3929122 151592 None code06 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter for 6HP to 15HP Pumps. Set 15900.0 15900.0 1.0 False None None False None False 15900.0 0 3929123 151592 None code07 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Kvar 550.0 550.0 3.0 False None None False None False 1650.0 0 3929124 151592 None code08 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. Per 3 Poles 1150.0 1150.0 1.0 False None None False None False 1150.0 0 3929125 151592 None code09 Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 80mm 6Mtr Standard length Heavy Class (C Class). Each 4158.0 4158.0 3.0 False None None False None False 12474.0 0 3929126 151592 None code10 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Job 6500.0 6500.0 2.0 False None None False None False 13000.0 0 3929127 151592 None code11 Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. Job 1350.0 1350.0 1.0 False None None False None False 1350.0 0 3929128 151592 None code12 Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. for 3.50 x 6.00 sq mm. Rmtr 160.0 160.0 30.0 False None None False None False 4800.0 0 3929129 151592 None code13 Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Rmtr 135.0 135.0 20.0 False None None False None False 2700.0 0 3929130 151592 None code14 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Rmtr 85.0 85.0 10.0 False None None False None False 850.0 0 3929131 151592 None code15 Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. for 3.50 x 6 Sqm Each 375.0 375.0 1.0 False None None False None False 375.0 0 3929132 151592 None code16 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Job 3750.0 3750.0 1.0 False None None False None False 3750.0 0 1725532051000 0 None None Water supply/sewage lines Pumping machinery at Proposed Open well-2 111527.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3929133 151593 None code01 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. 15.00 HP - 360 LPM @ 120 m = 8 STG Outlet Dia - 3.00". No 45774.0 45774.0 1.0 False None None False None False 45774.0 0 3929134 151593 None code02 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. For 1x3x4 Sq mm. Rmtr 185.0 185.0 20.0 False None None False None False 3700.0 0 3929135 151593 None code03 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments for 100mm Nos 654.0 654.0 1.0 False None None False None False 654.0 0 3929136 151593 None code04 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments for 80mm. Nos 1650.0 1650.0 1.0 False None None False None False 1650.0 0 3929137 151593 None code05 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 amendments for 80mm. Nos 1750.0 1750.0 1.0 False None None False None False 1750.0 0 3929138 151593 None code06 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter for 6HP to 15HP Pumps. Set 15900.0 15900.0 1.0 False None None False None False 15900.0 0 3929139 151593 None code07 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Kvar 550.0 550.0 3.0 False None None False None False 1650.0 0 3929140 151593 None code08 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. Per 3 Poles 1150.0 1150.0 1.0 False None None False None False 1150.0 0 3929141 151593 None code09 Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 80mm 6Mtr Standard length Heavy Class (C Class). Each 4158.0 4158.0 3.0 False None None False None False 12474.0 0 3929142 151593 None code10 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Job 6500.0 6500.0 2.0 False None None False None False 13000.0 0 3929143 151593 None code11 Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. Job 1350.0 1350.0 1.0 False None None False None False 1350.0 0 3929144 151593 None code12 Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. for 3.50x6 sq mm Rmtr 160.0 160.0 30.0 False None None False None False 4800.0 0 3929145 151593 None code13 Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Rmtr 135.0 135.0 20.0 False None None False None False 2700.0 0 3929146 151593 None code14 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Rmtr 85.0 85.0 10.0 False None None False None False 850.0 0 3929147 151593 None code15 Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. for 3.50 x 6 Sq mm. Each 375.0 375.0 1.0 False None None False None False 375.0 0 3929148 151593 None code16 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Job 3750.0 3750.0 1.0 False None None False None False 3750.0 0 1725532051000 0 None None Water supply/sewage lines Rising Main 2819995.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3929149 151594 None code01 Earth work excavation for pipelines/cables by Manual means upto 600mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work all Kinds of Soil Depth upto 1.50Mtr. Cum 484.0 484.0 165.77 False None None False None False 80232.68 0 3929150 151594 None code02 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. classifications by Mechanical Means all Kinds of Soil Depth upto 1.50Mtr Cum 262.0 262.0 680.94 False None None False None False 178406.28 0 3929151 151594 None code03 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata Ordinary /soft rock without blasting. Cum 454.0 454.0 680.94 False None None False None False 309146.76 0 3929152 151594 None code04 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata Hard rock (blasting prohibited) Depth upto 1.50m. Cum 1014.0 1014.0 340.47 False None None False None False 345236.58 0 3929153 151594 None code05 Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner). Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. Cum 1157.0 1157.0 0.81 False None None False None False 937.17 0 3929154 151594 None code06 Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner) for cutting in Macadam road surface. Cum 1157.0 1157.0 3.25 False None None False None False 3760.25 0 3929155 151594 None code07 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE100 PN -8 : 110mm dia. Rmtr 446.0 446.0 3280.0 False None None False None False 1462880.0 0 3929156 151594 None code08 HDPE electro fusion specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bends, reducers. : 75mm Electro Fusion Elbow. No 288.0 288.0 7.0 False None None False None False 2016.0 0 3929157 151594 None code09 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10 : 80mm dia. No 10393.0 10393.0 3.0 False None None False None False 31179.0 0 3929158 151594 None code10 Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN-16 : 50mm dia. No 28191.0 28191.0 2.0 False None None False None False 56382.0 0 3929159 151594 None code11 Supplying and fixing surface box of required dia. and size with synthetic lid for valves or spindle rods. The surface box should be usable for 50 to 400mm dia. valves, PN 10 / 16 and will consist of lid, housing, locking clip, notched bolt, cross bar, washer and torque nut. Nos 3403.0 3403.0 2.0 False None None False None False 6806.0 0 3929160 151594 None code12 Providing, Laying and Fixing 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 Mdium Duty GI pipe: 80mm dia Rmtr 826.0 826.0 10.0 False None None False None False 8260.0 0 3929161 151594 None code13 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. Cum 160.0 160.0 1702.35 False None None False None False 272376.0 0 3929162 151594 None code14 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. for reconcrete of Roads. Cum 6374.0 6374.0 0.81 False None None False None False 5162.94 0 3929163 151594 None code15 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & 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. Cum 242.0 242.0 0.768 False None None False None False 185.856 0 3929164 151594 None code16 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates for Bed Concrete. Cum 5989.0 5989.0 0.064 False None None False None False 383.296 0 3929165 151594 None code17 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. M-20 design mix using 20mm nominal size graded crushed coarse aggregates. Cum 6287.0 6287.0 0.336 False None None False None False 2112.432 0 3929166 151594 None code18 Providing Thermo-Mechanically Treated bars of grade Fe-550 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). Tonne 79011.0 79011.0 0.012 False None None False None False 948.132 0 3929167 151594 None code19 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & 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 1.50Mtr. Cum 242.0 242.0 13.11 False None None False None False 3172.62 0 3929168 151594 None code20 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 for Bed Concrete. Cum 5989.0 5989.0 0.96 False None None False None False 5749.44 0 3929169 151594 None code21 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. M-20 Design Mix using 20mm nominal size graded crushed coarse aggregate for raft Slab, Side walls & top cover pre cast. Cum 6287.0 6287.0 4.05 False None None False None False 25462.35 0 3929170 151594 None code22 Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately). Kg 79.01 79.01 243.0 False None None False None False 19199.43 0 1725532051000 0 None None Water supply/sewage lines Construction of over head tank OHT of 3.00 lkhs ltrs and 12m staging 4369570.87 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3929171 151595 None code01 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 '---- do --- In all kinds of soils Depth upto 3 m Complete as per directions of the Engineer-in-Charge. Cum 102.0 102.0 12.78 False None None False None False 1303.56 0 3929172 151595 None code02 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 '---- do --- In ordinary/soft rock without blasting depth exceeding 1.50 mtrs but not exceeding 3.0 mtrs Complete as per directions of the Engineer-in-Charge. Cum 425.0 425.0 115.03 False None None False None False 48887.75 0 3929173 151595 None code03 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates. Cum 6243.0 6243.0 8.714 False None None False None False 54401.502 0 3929174 151595 None code04 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 (Minimum cement content: 340 kgs (6.80 bags) RCC M30 Design Mix with 20mm aggregate for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4, 12mm thick etc for Raft Slab, Raft Beam. Cum 10398.4 10398.4 11.75 False None None False None False 122181.2 0 3929175 151595 None code05 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 (Minimum cement content: 340 kgs (6.80 bags) RCC M30 Design Mix with 20mm aggregate for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4, 12mm thick etc for Column Below GL. Cum 11048.3 11048.3 2.166 False None None False None False 23930.6178 0 3929176 151595 None code06 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. for Level and Upto 3.60 M Height. (Landing beams & Braces) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 11211.2 11211.2 2.86 False None None False None False 32064.032 0 3929177 151595 None code07 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. for Level and Upto 3.60 M Height. (Landing Slab) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 10510.5 10510.5 0.27 False None None False None False 2837.835 0 3929178 151595 None code08 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. for Level and Upto 3.60 M Height. (for Columns) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 11911.9 11911.9 6.58 False None None False None False 78380.302 0 3929179 151595 None code09 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for above 3.6 m height lift. (Landing Beams & Braces) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 11323.31 11323.31 2.86 False None None False None False 32384.6666 0 3929180 151595 None code10 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for above 3.6 m height lift M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 12031.02 12031.02 4.41 False None None False None False 53056.7982 0 3929181 151595 None code11 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for above 3.6 m height lift (Landing Slabs) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 10615.61 10615.61 0.27 False None None False None False 2866.2147 0 3929182 151595 None code12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for for level and upto 6 - 9 m height (Braces & Landing Beams) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 12172.56 12172.56 2.86 False None None False None False 34813.5216 0 3929183 151595 None code13 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for level and upto 6 - 9 m height (Landing Slab) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 11464.85 11464.85 0.27 False None None False None False 3095.5095 0 3929184 151595 None code14 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for for level and upto 6 - 9 m height (Columns & Railing Columns) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 12880.27 12880.27 5.495 False None None False None False 70777.08365 0 3929185 151595 None code15 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for level and upto 9 -12m height M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 12314.1 12314.1 5.326 False None None False None False 65584.8966 0 3929186 151595 None code16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for level and upto 9 -12m height (Landing Slab) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 11606.39 11606.39 0.52 False None None False None False 6035.3228 0 3929187 151595 None code17 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for level and upto 9 -12m height (Columns & Railing Columns) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 13021.81 13021.81 3.91 False None None False None False 50915.2771 0 3929188 151595 None code18 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for level and upto 12-15m height (Middle Ring Beam) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 12314.1 12314.1 3.695 False None None False None False 45500.5995 0 3929189 151595 None code19 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for level and upto 12-15m height (Middle Ring Beam, Railing Column, Bottom Dome, Conical Slab, Landing & Cylindrical Wall) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 13021.81 13021.81 32.116 False None None False None False 418208.44996 0 3929190 151595 None code20 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for level above 15m height(Top Ring Beam & Crown Beam) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 12455.64 12455.64 1.97 False None None False None False 24537.6108 0 3929191 151595 None code21 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes 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. for level above 15m height (Landing Slab) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 11747.94 11747.94 0.22 False None None False None False 2584.5468 0 3929192 151595 None code22 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. for level above 15m height (Railing Columns, Top Dome, Cylindrical Wall) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 13163.35 13163.35 33.61 False None None False None False 442420.1935 0 3929193 151595 None code23 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification) Complete as per directions of the Engineer-in-Charge. Kg 79.01 79.01 17446.68 False None None False None False 1378462.1868 0 3929194 151595 None code24 Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65x65x10mm Rmtr 4801.0 4801.0 25.0 False None None False None False 120025.0 0 3929195 151595 None code25 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete Aluminium Ladder inside container. Rmtr 5100.0 5100.0 7.0 False None None False None False 35700.0 0 3929196 151595 None code26 Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks 2.5 to 5.0 lakhs Each 9129.0 9129.0 1.0 False None None False None False 9129.0 0 3929197 151595 None code27 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (WS & UGD works CSR 2023-24 Vol-V Pg.No 86 It.No.7.3) Each 2140.0 2140.0 1.0 False None None False None False 2140.0 0 3929198 151595 None code28 Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete 250mm dia Each 4510.0 4510.0 4.0 False None None False None False 18040.0 0 3929199 151595 None code29 Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete 80mm dia Each 1580.0 1580.0 1.0 False None None False None False 1580.0 0 3929200 151595 None code30 Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For 250mm dia. Rmtr 9272.0 9272.0 55.0 False None None False None False 509960.0 0 3929201 151595 None code31 Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For 80mm dia. Rmtr 2245.0 2245.0 18.0 False None None False None False 40410.0 0 3929202 151595 None code32 Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 250mm dia CI Duck foot bend. Each 13770.0 13770.0 3.0 False None None False None False 41310.0 0 3929203 151595 None code33 Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 80 mm dia CI Duck foot bend Each 2365.0 2365.0 1.0 False None None False None False 2365.0 0 3929204 151595 None code34 Providing Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. For 250 mm dia CI Bell mouth. Nos 1149.0 1149.0 1.0 False None None False None False 1149.0 0 3929205 151595 None code35 Providing, fabricaing and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for: 150 mm CI Blank Flange. 150 mm CI Blank Flange. Nos 579.0 579.0 1.0 False None None False None False 579.0 0 3929206 151595 None code36 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) Sluice Valve 250 mm dia PN 10 Each 46491.0 46491.0 2.0 False None None False None False 92982.0 0 3929207 151595 None code37 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) Sluice Valve 80 mm dia PN 10. Nos 10393.0 10393.0 1.0 False None None False None False 10393.0 0 3929208 151595 None code38 Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: Enamelled guage plate for 4.00 Mtrs depth Each 7159.0 7159.0 1.0 False None None False None False 7159.0 0 3929209 151595 None code39 Providing 15mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 211.0 211.0 263.06 False None None False None False 55505.66 0 3929210 151595 None code40 Providing 15mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 269.0 269.0 451.2 False None None False None False 121372.8 0 3929211 151595 None code41 Providing and finishing external walls in two coats with waterproof cement paint of approved brand andinishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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 comp. Sqm 89.0 89.0 535.99 False None None False None False 47703.11 0 3929212 151595 None code42 Food Graded Water Proofing Membrane : 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. for Plastering inside tank Sqm 507.0 507.0 140.26 False None None False None False 71111.82 0 3929213 151595 None code43 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 115.0 115.0 6.0 False None None False None False 690.0 0 3929214 151595 None code44 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. cm 4.0 4.0 2000.0 False None None False None False 8000.0 0 3929215 151595 None code45 Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: For Over Head Tanks upto 12M staging. Each 11530.0 11530.0 1.0 False None None False None False 11530.0 0 3929216 151595 None code46 Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post). for bottom & Top landing. Rmtr 1327.0 1327.0 64.88 False None None False None False 86095.76 0 3929217 151595 None code47 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. Cum 160.0 160.0 105.17 False None None False None False 16827.2 0 3929218 151595 None code48 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor,Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. Nos 9000.0 9000.0 1.0 False None None False None False 9000.0 0 3929219 151595 None code49 Valve Chamber (3 no's) : Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & 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 1.50Mtr. Cum 242.0 242.0 13.11 False None None False None False 3172.62 0 3929220 151595 None code50 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 for Bed Concrete. Cum 5989.0 5989.0 0.96 False None None False None False 5749.44 0 3929221 151595 None code51 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. M-20 Design Mix using 20mm nominal size graded crushed coarse aggregate for raft Slab, Side walls & top cover pre cast. Cum 6287.0 6287.0 4.05 False None None False None False 25462.35 0 3929222 151595 None code52 Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately). Kg 79.01 79.01 243.0 False None None False None False 19199.43 0 1725532051000 0 None None Water supply/sewage lines Gravity Main Pipe Line 549542.67 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3929223 151596 None code01 Earth work excavation for pipelines/cables by Manual means upto 600mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. Cum 484.0 484.0 103.02 False None None False None False 49861.68 0 3929224 151596 None code02 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. classifications by Mechanical Means. Cum 262.0 262.0 34.2 False None None False None False 8960.4 0 3929225 151596 None code03 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata : Ordinary /soft rock without blasting. Cum 454.0 454.0 51.29 False None None False None False 23285.66 0 3929226 151596 None code04 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. Cum 1157.0 1157.0 0.81 False None None False None False 937.17 0 3929227 151596 None code05 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: cutting in Macadam road surface Cum 1157.0 1157.0 3.25 False None None False None False 3760.25 0 3929228 151596 None code06 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. -do- 140mm PVC 6KSC. Rmtr 611.0 611.0 472.0 False None None False None False 288392.0 0 3929229 151596 None code07 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. -do- 160mm PVC 6KSC. Rmtr 770.0 770.0 76.0 False None None False None False 58520.0 0 3929230 151596 None code08 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For 80mm dia PN-10. No 10393.0 10393.0 2.0 False None None False None False 20786.0 0 3929231 151596 None code09 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) for 100mm dia PN-10. No 10884.0 10884.0 1.0 False None None False None False 10884.0 0 3929232 151596 None code10 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) for 150mm dia PN-10. No 17490.0 17490.0 1.0 False None None False None False 17490.0 0 3929233 151596 None code11 Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. for 80mm dia PN-10. No 29005.0 29005.0 1.0 False None None False None False 29005.0 0 3929234 151596 None code12 Supplying and fixing surface box of required dia. and size with synthetic lid for valves or spindle rods. The surface box should be usable for 50 to 400mm dia. valves, PN 10 / 16 and will consist of lid, housing, locking clip, notched bolt, cross bar, washer and torque nut. No 3403.0 3403.0 3.0 False None None False None False 10209.0 0 3929235 151596 None code13 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. Cum 160.0 160.0 85.49 False None None False None False 13678.4 0 3929236 151596 None code14 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. Rubble stone masonry in cement mortar(By manual means). -do- Rubble stone masonry in cement mortar(By manual means) Cum 610.0 610.0 0.43 False None None False None False 262.3 0 3929237 151596 None code15 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. (By manual means). Cement Concrete Grade M-15 & M-20 Cum 933.0 933.0 0.65 False None None False None False 606.45 0 3929238 151596 None code16 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 : M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6287.0 6287.0 0.65 False None None False None False 4086.55 0 3929239 151596 None code17 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6374.0 6374.0 0.81 False None None False None False 5162.94 0 3929240 151596 None code18 Thrust Block (1 no) : Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & 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. Cum 242.0 242.0 0.768 False None None False None False 185.856 0 3929241 151596 None code19 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates for Bed Concrete. Cum 5989.0 5989.0 0.064 False None None False None False 383.296 0 3929242 151596 None code20 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6287.0 6287.0 0.34 False None None False None False 2137.58 0 3929243 151596 None code21 Providing Thermo-Mechanically Treated bars of grade Fe-550 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). Tonne 79011.0 79011.0 0.012 False None None False None False 948.132 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1725532054000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1725532054000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1725532054000 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 1725532054000 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 1725532054000 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 1725532741000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1725532762000 0 None None ELIGIBILITY For Details Refer Tender Notification And Conditions In The Bid Documents. None 1725532778000 0 None None ELIGIBILITY All materials should be in good quality as per specification, quality certificate for the same should be obtained from the concerned authority at their own cost. None 1725532783000 0 None None ELIGIBILITY Acceptence / Cancellation of the works are reserved by under signed without any reasons for the same. None 1725532789000 0 None None ELIGIBILITY Corrigendums modifications correction if any will be published in the website only. None 1725532800000 0 None None ELIGIBILITY All the scanned documents pertaining to bidder to be uploaded shall be in original and same originals should be produced to the Executive Engineer (at the time of Technical Bid Opening) who reserves right to verify the orginal documents before approval. None 1725532806000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid attached to this tender. None 1725532811000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1725532818000 0 None None ELIGIBILITY All the materials to be utilized for the work must be tested in authorised labs and quality control test reports must be enclosed to the bills. All types of pipes and pumping machineries with Accessories and other materials must be tested by third party agencys. Cost of all QU tests must born by contractor None 1725532827000 0 None None ELIGIBILITY If any date in the tender time table is government holiday, next working date will be considered None 1725532835000 0 None None ELIGIBILITY Incomplete / conditional tenders will not be accepted. None 1725532840000 0 None None ELIGIBILITY Tenderer must submit his present accurate postal address and phone / cell phone number None 1725532846000 0 None None ELIGIBILITY The tender may be cancelled at any stage without assigning any reason None 1725532858000 0 None None ELIGIBILITY The rates of items are inclusive of cost of materials, labour charges, HOM of machinery, all lead and lifts and all other charges to complete the work successfully as per specifications and as directed by engineer in charge of work None 1725532863000 0 None None ELIGIBILITY The tenderers must submit the scanned documents in pdf / jpeg form, not in other form. None 1725532869000 0 None None ELIGIBILITY Any objection regarding the tender must be submitted directly to Executive Engineer , not in inward. None 1725532875000 0 None None ELIGIBILITY For interpretations of clauses, conditions, spelling mistakes, etc., decision of Executive Engineer, RDW&S, Belgaum is final. and Binding None 1725532880000 0 None None ELIGIBILITY Bidder should Submit only unconditional Line of Credit in the prescribed format only from the Bank None 1725532890000 0 None None ELIGIBILITY Third party consults may be engaged for checking quality and quantity of work and to prevent any misuse. proper reporting methods trough these agencies and their comments to be reviewed addressed immediately at district level. quality of work is of most importance. None 1725532895000 0 None None ELIGIBILITY As per Karnatka State Government order LD/300/LET/2006 Blore dated 01.01.07 and Government letter No.PW/134/BMS/2007 dated 27.07.07, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare Fund. & Royalty on construction materials and other taxes will be deducted as per prevailing Govt Orders. None 1725532900000 0 None None ELIGIBILITY Materials like pipe, CI pipe, cement aggregate sand etc., required for the work shall be procured by the tenderer themselves and shall be of standered quality as per IS specifications and should get tested by the quality control authority before used to the work at his own cost. None 1725532908000 0 None None ELIGIBILITY The work should be carried out in accordance with the standard specifications specified by the department. None 1725532914000 0 None None ELIGIBILITY The work should be executed strictly as per the tender specification mentioned. Contractor should arrange for quality check at different stage of work for quality assurance as per direction of Engineer-in-charge during the work in progress and after completion. If any failures found the cost will be recovered from the contractor and will be recommended for black listing immediately. None 1725532922000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent None 1725532928000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt Orders. None 1725532936000 0 None None ELIGIBILITY Tenderers must have valid PWD registration and must submit PWD registration copy Class III And Above None 1725533003000 1 None None ELIGIBILITY Achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs.236.22 Lakhs The Consolidated Annual Financial turnover certificate for the relevant financial years certified by an ICAI registered Chartered Accountant along with UDIN number also the audited financial statements for each of the financial years to be submitted The certificate should be affixed with the seal of the office of the Chartered Accountant with the registration number and duly notarized by Notary Public. None 1725533048000 1 None None ELIGIBILITY Satisfactorily completed(at least 90% of the contract value), as Prime Contractor ,at least one similar nature work(Drinking Water Supply Work) of value not less than Rs.59.06Lakhs not less than 50% of estimated value of contract the certificate issued should not be below the rank of executive engineer None 1725533071000 1 None None ELIGIBILITY Unconditional Liquid Assets/Bank Line of Credit from any Nationalized/Scheduled bank of not less than 30% of amount put to tender of Rs.35.43 Lakhs None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 works for which tenders already submitted None None None None None None Satisfactorily completed(at least 90% of the contract value), as Prime Contractor at least one similar nature work(Drinking Water Supply Work) of value not less than Rs.59.06Lakhsnot less than 50% of estimated value of contract the certificate issued should not be below the rank of executive engineer Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year, any three of the following minimum quantities of work1)Pipeline work CI MS DI PVC HDPE GI of at least 3070.40 mtr length not less than 80 Percenatge of estimated length as per DPR 2) Earthwork excavation of at least 4500.70 Cum not less than 80 Percentage of estimated volume as per DPR 3)Concrete work of at least 208.43 Cum not less than 80 Percentage of estimated volume as per DPR,4)Construction of at least one OHT of 3.00Ltr capacity at 12m Staging the certificate issued should not be below the rank of executive engineer Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderer must have assessed available tender capacity as per formula in KW documents Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- tender capacity None None None None PWD Registration Certificate Capabilities of Vendor RC Books of vehicles and Purchase invoices of equipments createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None GST Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None PAN Card copy Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None The Tenderer should possess valid registration of appropriate Class with PWD Department of Class III and Above Capabilities of Vendor 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.236.22 Lakhs The Consolidated Annual Financial turnover certificate for the relevant financial years certified by an ICAI registered Chartered Accountant along with UDIN number also the audited financial statements for each of the financial years to be submittedThe certificate should be affixed with the seal of the office of the Chartered Accountant with the registration number and duly notarized by Notary Public Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Unconditional Liquid Assets/Bank Line of Credit from any Nationalized/Scheduled bank of not less than 30% of amount put to tender of Rs.35.43 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Accurate Postal address and phone / Mobile Number Others Accurate Postal address and Phone /Mobile Number createdTs version createdDate modifiedDate documentName None None None None Others -- Accurate Postal address and Phone /Mobile Number None None None None The Tenderer must submit ongoing work commitments (certified by an officer not below the rank of Executive Engineer) to compute available tender capacity Others Ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- Ongoing works
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN NO True Technical Bid PWD Department The Tenderer should possess valid registration Certificate as mentioned in KW docu True Technical Bid PAN CARD COPY True Technical Bid GST REGISTRATION COPY True Technical Bid Work done certificate details as mentioned in KW docu True Technical Bid Unconditional line of credit from Banker of a nationalized Bank Scheduled Bank liquid assets amounting to 30percent of amount put to tender as mentioned in KW docu True Technical Bid Accurate Postal address and phone Mobile Number True Technical Bid tender capacity Tenderer must have assessed available tender capacity as per formula in KW documents True Technical Bid ongoing work The Tenderer must submit ongoing work commitments certified by an officer not below the rank of Executive Engineer to compute available tender capacity True Technical Bid QUANTITY WISE WORKDONE True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1725869507000 version 0 createdDate None modifiedDate None blockNumber PRED Building 1st Floor RWS Department Krishndevarayi Circle Neharu Nagar Belagavi 590010 street None city Belagavi state Karnataka pin 590010
tenderRecallDTO	None