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noticeInvitingTenderDTO	createdTs 1707994895456 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2530.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-02-2024 16:02:38 tenderQueryClose 22-02-2024 16:41:35 technicalBidOpen 24-02-2024 16:03:41 publishedDate 16-02-2024 19:34:15 publishedByPost PWD_EE_DIV_BID publishedByUser KPE14569 - SHIVSHANKER V KAMSHETTY bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 22-02-2024 16:40:55 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Shivshanker kamshetty splitEmdRequiredYn True emdBankGuarantee 100000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08482226440 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1707994895485 version 4 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT8453 title Construction of Bus Shelter at Halsi (T), Khatakchincholi Village and Providing Basic amenities to Mehkar Bus stand at Mehkar Village in Bhalki Taluka. description Construction of Bus Shelter at Halsi (T), Khatakchincholi Village and Providing Basic amenities to Mehkar Bus stand at Mehkar Village in Bhalki Taluka. category WORKS categoryText Works ecv 10114503.64 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1692 locationName PWD Division Office Bidar provisionalAmount 12000000.0 groupOverheadTotal 0.0 fileNumber PWD/Bhalki/KKRDB/2023-24/AM/BusShelter
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707994895000 0 None None Buildings Detailed Estimate of Halsi (T) - Bus Shelter 1109578.87 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2604555 81315 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 11.55 False None None False None False 1152.1125 0 2604556 81315 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 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 all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 27.98 False None None False None False 2996.658 0 2604557 81315 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 4.1 False None None False None False 25782.645 0 2604558 81315 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 11.67 False None None False None False 76032.9675 0 2604559 81315 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 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 (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.89 False None None False None False 25679.2515 0 2604560 81315 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 3.89 False None None False None False 2054.3479 0 2604561 81315 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 2.84 False None None False None False 18855.186 0 2604562 81315 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 0.97 False None None False None False 4507.9877 0 2604563 81315 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 1.87 False None None False None False 4345.319 0 2604564 81315 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 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. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 42.32 False None None False None False 11819.976 0 2604565 81315 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.92 False None None False None False 110827.08 0 2604566 81315 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 2.2 False None None False None False 10720.71 0 2604567 81315 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 4.23 False None None False None False 17668.287 0 2604568 81315 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 9.3 False None None False None False 32370.975 0 2604569 81315 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.19 False None None False None False 595.2092 0 2604570 81315 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 6.79 False None None False None False 45657.318 0 2604571 81315 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a 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. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.49 False None None False None False 233885.3265 0 2604572 81315 None CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 14.96 False None None False None False 125177.052 0 2604573 81315 None CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 150.0 False None None False None False 18112.5 0 2604574 81315 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 6.0 False None None False None False 31644.9 0 2604575 81315 None CSR 23-24 Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (CSR 23-24 Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 42.24 False None None False None False 68523.84 0 2604576 81315 None CSR 23-24 Volume-2, Pg No. 63 SI. No.9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (CSR 23-24 Volume-2, Pg No. 63/ SI. No.9.24) Sqm 2994.6 2994.6 21.16 False None None False None False 63365.736 0 2604577 81315 None CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 124.27 False None None False None False 31446.5235 0 2604578 81315 None CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 124.27 False None None False None False 13048.35 0 2604579 81315 None 2023-24 CSR, Volume-2, Pg No. 42 SI. No.8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (2023-24 CSR, Volume-2, Pg No. 42/ SI. No.8.2.2) Sqm 292.95 292.95 132.02 False None None False None False 38675.259 0 2604580 81315 None CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 10.08 False None None False None False 13102.992 0 2604581 81315 None CSR 23-24 Volume-2, Pg No. 26 SI. No.7.35 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete. (CSR 23-24 Volume-2, Pg No. 26/ SI. No.7.35) Sqm 308.7 308.7 10.08 False None None False None False 3111.696 0 2604582 81315 None CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.0 False None None False None False 875.7 0 2604583 81315 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 132.02 False None None False None False 24120.054 0 2604584 81315 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 124.27 False None None False None False 20616.393 0 2604585 81315 None CSR 23-24 Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (CSR 23-24 Volume-2, Pg No. 84/ SI. No.11.26.1) Sqm 144.9 144.9 185.0 False None None False None False 26806.5 0 2604586 81315 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1707994896000 0 None None Buildings Detailed Estimate of Khatakchincholi - Bus Shelter 1109578.87 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2604587 81316 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 11.55 False None None False None False 1152.1125 0 2604588 81316 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 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 all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 27.98 False None None False None False 2996.658 0 2604589 81316 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 4.1 False None None False None False 25782.645 0 2604590 81316 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 11.67 False None None False None False 76032.9675 0 2604591 81316 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 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 (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.89 False None None False None False 25679.2515 0 2604592 81316 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 3.89 False None None False None False 2054.3479 0 2604593 81316 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 2.84 False None None False None False 18855.186 0 2604594 81316 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 0.97 False None None False None False 4507.9877 0 2604595 81316 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 1.87 False None None False None False 4345.319 0 2604596 81316 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 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. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 42.32 False None None False None False 11819.976 0 2604597 81316 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.92 False None None False None False 110827.08 0 2604598 81316 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 2.2 False None None False None False 10720.71 0 2604599 81316 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 4.23 False None None False None False 17668.287 0 2604600 81316 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 9.3 False None None False None False 32370.975 0 2604601 81316 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.19 False None None False None False 595.2092 0 2604602 81316 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 6.79 False None None False None False 45657.318 0 2604603 81316 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a 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. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.49 False None None False None False 233885.3265 0 2604604 81316 None CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 14.96 False None None False None False 125177.052 0 2604605 81316 None CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 150.0 False None None False None False 18112.5 0 2604606 81316 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 6.0 False None None False None False 31644.9 0 2604607 81316 None CSR 23-24 Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (CSR 23-24 Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 42.24 False None None False None False 68523.84 0 2604608 81316 None CSR 23-24 Volume-2, Pg No. 63 SI. No.9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (CSR 23-24 Volume-2, Pg No. 63/ SI. No.9.24) Sqm 2994.6 2994.6 21.16 False None None False None False 63365.736 0 2604609 81316 None CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 124.27 False None None False None False 31446.5235 0 2604610 81316 None CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 124.27 False None None False None False 13048.35 0 2604611 81316 None 2023-24 CSR, Volume-2, Pg No. 42 SI. No.8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (2023-24 CSR, Volume-2, Pg No. 42/ SI. No.8.2.2) Sqm 292.95 292.95 132.02 False None None False None False 38675.259 0 2604612 81316 None CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 10.08 False None None False None False 13102.992 0 2604613 81316 None CSR 23-24 Volume-2, Pg No. 26 SI. No.7.35 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete. (CSR 23-24 Volume-2, Pg No. 26/ SI. No.7.35) Sqm 308.7 308.7 10.08 False None None False None False 3111.696 0 2604614 81316 None CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.0 False None None False None False 875.7 0 2604615 81316 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 132.02 False None None False None False 24120.054 0 2604616 81316 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 124.27 False None None False None False 20616.393 0 2604617 81316 None CSR 23-24 Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (CSR 23-24 Volume-2, Pg No. 84/ SI. No.11.26.1) Sqm 144.9 144.9 185.0 False None None False None False 26806.5 0 2604618 81316 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1707994896000 0 None None Buildings Detailed Estimate of Mehkar Bus Shelter- GF - Bal Work 3314010.49 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2604619 81317 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 35.7 False None None False None False 3561.075 0 2604620 81317 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 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 all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 88.72 False None None False None False 9501.912 0 2604621 81317 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 8.56 False None None False None False 53829.132 0 2604622 81317 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 22.79 False None None False None False 148482.5475 0 2604623 81317 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 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 (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 10.86 False None None False None False 71690.661 0 2604624 81317 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 10.86 False None None False None False 5735.2746 0 2604625 81317 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 6.75 False None None False None False 44814.2625 0 2604626 81317 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 2.72 False None None False None False 12640.9552 0 2604627 81317 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 4.03 False None None False None False 9364.511 0 2604628 81317 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 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. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 113.6 False None None False None False 31728.48 0 2604629 81317 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 42.92 False None None False None False 298787.58 0 2604630 81317 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 5.29 False None None False None False 25778.4345 0 2604631 81317 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 9.97 False None None False None False 41643.693 0 2604632 81317 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 27.33 False None None False None False 95128.8975 0 2604633 81317 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.33 False None None False None False 1033.7844 0 2604634 81317 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 15.87 False None None False None False 106713.054 0 2604635 81317 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a 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. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 4.97 False None None False None False 466831.3545 0 2604636 81317 None CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 52.65 False None None False None False 440546.2425 0 2604637 81317 None CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 224.64 False None None False None False 27125.28 0 2604638 81317 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 10.32 False None None False None False 54429.228 0 2604639 81317 None CSR 23-24 Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (CSR 23-24 Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 194.96 False None None False None False 316273.86 0 2604640 81317 None CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 436.58 False None None False None False 110476.569 0 2604641 81317 None CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 424.06 False None None False None False 44526.3 0 2604642 81317 None 2023-24 CSR, Volume-2, Pg No. 42 SI. No.8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (2023-24 CSR, Volume-2, Pg No. 42/ SI. No.8.2.2) Sqm 292.95 292.95 179.22 False None None False None False 52502.499 0 2604643 81317 None CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 12.9 False None None False None False 16768.71 0 2604644 81317 None CSR 23-24 Volume-2, Pg No. 26 SI. No.7.35 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete. (CSR 23-24 Volume-2, Pg No. 26/ SI. No.7.35) Sqm 308.7 308.7 10.08 False None None False None False 3111.696 0 2604645 81317 None CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 12.48 False None None False None False 1821.456 0 2604646 81317 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 179.22 False None None False None False 32743.494 0 2604647 81317 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 424.06 False None None False None False 70351.554 0 2604648 81317 None CSR 23-24 Volume-2, Pg No. 84 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 144.9 144.9 24.19 False None None False None False 3505.131 0 2604649 81317 None Comman SR, Volume 2 Pg No. 99 SI. No.12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Comman SR, Volume-2, Pg No. 99/ SI. No.12.12) Cum 130412.1 130412.1 0.19 False None None False None False 24778.299 0 2604650 81317 None Comman SR, Volume-2, Pg No. 104 SI. No.12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (Comman SR, Volume-2, Pg No. 104/ SI. No.12.51) No 1066.8 1066.8 3.0 False None None False None False 3200.4 0 2604651 81317 None Comman SR, Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (Comman SR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7241.85 7241.85 7.56 False None None False None False 54748.386 0 2604652 81317 None Comm SR Vol-2 Material Component Pg No A-24 sl 394 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(Comman SR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 294.0 294.0 12.48 False None None False None False 3669.12 0 2604653 81317 None Comman SR, Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 957.6 957.6 2.16 False None None False None False 2068.416 0 2604654 81317 None Comman SR, Volume-2, Pg No. 77 SI. No.11.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 77/ SI. No.11.5.1) Sqm 4701.9 4701.9 11.02 False None None False None False 51814.938 0 2604655 81317 None Comman SR, Volume-2, Pg No. 60 SI. No.9.9 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete (Comman SR, Volume-2, Pg No. 60/ SI. No.9.9) Sqm 1129.8 1129.8 35.1 False None None False None False 39655.98 0 2604656 81317 None Comman SR, Volume-2, Pg No. 65 SI. No.9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications(Comman SR, Volume-2, Pg No. 65/ SI. No.9.39) Sqm 1521.45 1521.45 120.83 False None None False None False 183836.8035 0 2604657 81317 None Comman SR, Volume-2, Pg No. 125 SI. No.13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (Comman SR, Volume-2, Pg No. 125/ SI. No.13.47) m 206.85 206.85 6.0 False None None False None False 1241.1 0 2604658 81317 None Comman SR, Volume-2, Pg No. 69 SI. No.10.1.2 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2 (Comman SR, Volume-2, Pg No. 69/ SI. No.10.1.2) Sqm 4133.85 4133.85 4.5 False None None False None False 18602.325 0 2604659 81317 None Comman SR, Volume-2, Pg No. 131 SI. No.14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Comman SR, Volume-2, Pg No. 131/ SI. No.14.4.1) Each 4676.7 4676.7 5.0 False None None False None False 23383.5 0 2604660 81317 None Comman SR, Volume-2, Pg No. 131 SI. No.14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid (Comman SR, Volume-2, Pg No. 131/ SI. No.14.3.1) Each 6275.85 6275.85 2.0 False None None False None False 12551.7 0 2604661 81317 None Comman SR, Volume-2, Pg No. 131 SI. No.14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (Comman SR, Volume-2, Pg No. 131/ SI. No.14.1.1) Each 5128.2 5128.2 5.0 False None None False None False 25641.0 0 2604662 81317 None Comman SR, Volume-2, Pg No. 123 SI. No.13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (Comman SR, Volume-2, Pg No. 123/ SI. No.13.34) Ltr 9.45 9.45 1000.0 False None None False None False 9450.0 0 2604663 81317 None Comman SR, Volume-2, Pg No. 117 SI. No.13.4.2 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore (Comman SR, Volume-2, Pg No. 117/ SI. No.13.4.2) No 627.9 627.9 1.0 False None None False None False 627.9 0 2604664 81317 None Comman SR, Volume-2, Pg No. 122 SI. No.13.33.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.4) m 390.6 390.6 30.0 False None None False None False 11718.0 0 2604665 81317 None Comman SR, Volume-2, Pg No. 122 SI. No.13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.3) m 310.8 310.8 20.0 False None None False None False 6216.0 0 2604666 81317 None Comman SR, Volume-2, Pg No. 122 SI. No.13.33.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.2) m 227.85 227.85 20.0 False None None False None False 4557.0 0 2604667 81317 None Comman SR, Volume-2, Pg No. 139 SI. No.14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy (Comman SR, Volume-2, Pg No. 139/ SI. No.14.55a) No 1172.85 1172.85 7.0 False None None False None False 8209.95 0 2604668 81317 None Comman SR, Volume-2, Pg No. 133 SI. No.14.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (Comman SR, Volume-2, Pg No. 133/ SI. No.14.7A) No 4327.05 4327.05 2.0 False None None False None False 8654.1 0 2604669 81317 None Comman SR, Volume-1, Pg No. 6 SI. No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (Comman SR, Volume-1, Pg No. 6/ SI. No.1.5.1) Cum 313.95 313.95 21.6 False None None False None False 6781.32 0 2604670 81317 None Comman SR, Volume-2, Pg No. 125 SI. No.13.50.9 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 100 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 125/ SI. No.13.50.9) m 976.5 976.5 30.0 False None None False None False 29295.0 0 2604671 81317 None Comman SR, Volume-2, Pg No. 122-123 SI. No.13.33. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122-123/ SI. No.13.33.6) m 757.05 757.05 50.0 False None None False None False 37852.5 0 2604672 81317 None Comman SR, Volume-2, Pg No. 126 SI. No.13.53 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3. (Comman SR, Volume-2, Pg No. 126/ SI. No.13.53) Each 5924.1 5924.1 1.0 False None None False None False 5924.1 0 2604673 81317 None Comman SR, Volume-1, Pg No. 6 SI. No.1.10 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 (Comman SR, Volume-1, Pg No. 6/ SI. No.1.10) Cum 168.0 168.0 21.6 False None None False None False 3628.8 0 2604674 81317 None Comman SR, Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (Comman SR, Volume-2, Pg No. 84/ SI. No.11.26.1) Kgs 144.9 144.9 300.0 False None None False None False 43470.0 0 2604675 81317 None Comman SR, Volume-2, Pg No. 77 SI. No.11.30 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Comman SR, Volume-2, Pg No. 77/ SI. No.11.30) Sqm 8689.8 8689.8 9.78 False None None False None False 84986.244 0 2604676 81317 None item1 KKRDB LOGO BOARD Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1707994896000 0 None None Buildings Mehkar Bus Shelter- GF - Electrical work 71877.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2604677 81318 None PWD Ele. SR 2023-24, It No. 1.3.2 Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2) Mtr 80.0 80.0 100.0 False None None False None False 8000.0 0 2604678 81318 None PWD Ele. SR 2023-24, It No. 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3) A.2.5sqmm Mtr Mtr 40.0 40.0 150.0 False None None False None False 6000.0 0 2604679 81318 None PWD Ele. SR 2023-24, It No. 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4) A.4.0sqmm Mtr Mtr 87.0 87.0 100.0 False None None False None False 8700.0 0 2604680 81318 None PWD Ele. SR 2023-24, It No. 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) 4-5 way Each Each 138.0 138.0 3.0 False None None False None False 414.0 0 2604681 81318 None PWD Ele. SR 2023-24, It No. 3.6.2 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) 4 Module Each 175.0 175.0 3.0 False None None False None False 525.0 0 2604682 81318 None PWD Ele. SR 2023-24, It No. 3.6.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) 6Amps one way Switch Each 88.0 88.0 36.0 False None None False None False 3168.0 0 2604683 81318 None PWD Ele. SR 2023-24, It No. 3.6.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) 6Amps 3way socket Each 162.0 162.0 6.0 False None None False None False 972.0 0 2604684 81318 None PWD Ele. SR 2023-24, It No. 3.6.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Stepped Fan Regulator. Each 313.0 313.0 6.0 False None None False None False 1878.0 0 2604685 81318 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) 6/16Amps universal socket Each 249.0 249.0 4.0 False None None False None False 996.0 0 2604686 81318 None PWD Ele. SR 2023-24, It No. 5.17.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) 6-32Amps SP Each 523.0 523.0 1.0 False None None False None False 523.0 0 2604687 81318 None PWD Ele. SR 2023-24, It No. 5.18.7 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) 6 Way SP & N Each 1552.0 1552.0 1.0 False None None False None False 1552.0 0 2604688 81318 None PWD Ele. SR 2023-24, It No. 5.42.2 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) 16SWG Sqm 0.38 0.38 22500.0 False None None False None False 8550.0 0 2604689 81318 None PWD Ele. SR 2023-24, It No. 6.1 Earthing : Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Ele. SR 2023-24, It No. 6.1) Earthing No 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2604690 81318 None PWD Ele. SR 2023-24, It No. 29.02 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits,depositing on bank upto a lead of 50 In soil (ordinary) (PWD Ele. SR 2023-24, It No. 29.02) Mtr 260.0 260.0 5.0 False None None False None False 1300.0 0 2604691 81318 None PWD Ele. SR 2023-24, It No. 6.4.4 Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) 4 core 16Sqmm Mtr 150.0 150.0 10.0 False None None False None False 1500.0 0 2604692 81318 None PWD Ele. SR 2023-24, It No. 6.5.1 Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Existing Trench / duct Mtr 11.88 11.88 5.0 False None None False None False 59.4 0 2604693 81318 None PWD Ele. SR 2023-24, It No. 7.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No 2949.0 2949.0 5.0 False None None False None False 14745.0 0 2604694 81318 None PWD Ele. SR 2023-24, It No. 14.9 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No 281.0 281.0 5.0 False None None False None False 1405.0 0 2604695 81318 None PWD Ele. SR 2023-24, It No. 11.3.2 Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2) No 740.0 740.0 10.0 False None None False None False 7400.0 0 2604696 81318 None PWD Ele. SR 2023-24, It No. 12.3.2 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) On wall/ ceiling / Rafter / Girders No 119.0 119.0 10.0 False None None False None False 1190.0 0 1707994896000 0 None None Buildings Detailed Estimate of Mehkar Bus Shelter- FF - Bal Work 1447680.56 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2604697 81319 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 7031.12 7031.12 21.68 False None None False None False 152434.6816 0 2604698 81319 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4921.78 4921.78 3.21 False None None False None False 15798.9138 0 2604699 81319 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4218.67 4218.67 6.68 False None None False None False 28180.7156 0 2604700 81319 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3515.56 3515.56 11.34 False None None False None False 39866.4504 0 2604701 81319 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3164.0 3164.0 0.46 False None None False None False 1455.44 0 2604702 81319 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6791.44 6791.44 0.83 False None None False None False 5636.8952 0 2604703 81319 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a 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. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 94869.15 94869.15 2.39 False None None False None False 226737.2685 0 2604704 81319 None CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8451.12 8451.12 45.32 False None None False None False 383004.7584 0 2604705 81319 None CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) Kg 121.96 121.96 139.32 False None None False None False 16991.4672 0 2604706 81319 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5326.89 5326.89 7.2 False None None False None False 38353.608 0 2604707 81319 None CSR 23-24 Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (CSR 23-24 Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1638.47 1638.47 36.2 False None None False None False 59312.614 0 2604708 81319 None CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 255.58 255.58 224.69 False None None False None False 57426.2702 0 2604709 81319 None CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) Sqm 106.05 106.05 252.95 False None None False None False 26825.3475 0 2604710 81319 None 2023-24 CSR, Volume-2, Pg No. 42 SI. No.8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (2023-24 CSR, Volume-2, Pg No. 42/ SI. No.8.2.2) Sqm 295.88 295.88 291.34 False None None False None False 86201.6792 0 2604711 81319 None CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1312.9 1312.9 1.35 False None None False None False 1772.415 0 2604712 81319 None CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 147.41 147.41 11.34 False None None False None False 1671.6294 0 2604713 81319 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) Sqm 184.53 184.53 291.34 False None None False None False 53760.9702 0 2604714 81319 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 167.56 167.56 252.95 False None None False None False 42384.302 0 2604715 81319 None CSR 23-24 Volume-2, Pg No. 84 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 146.35 146.35 24.19 False None None False None False 3540.2065 0 2604716 81319 None Comman SR, Volume 2 Pg No. 99 SI. No.12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Comman SR, Volume-2, Pg No. 99/ SI. No.12.12) Cum 131716.22 131716.22 0.19 False None None False None False 25026.0818 0 2604717 81319 None Comman SR, Volume-2, Pg No. 104 SI. No.12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (Comman SR, Volume-2, Pg No. 104/ SI. No.12.51) No 1077.47 1077.47 3.0 False None None False None False 3232.41 0 2604718 81319 None Comman SR, Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (Comman SR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7314.27 7314.27 7.56 False None None False None False 55295.8812 0 2604719 81319 None Comm SR Vol-2 Material Component Pg No A-24 sl 394 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(Comman SR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 296.94 296.94 7.74 False None None False None False 2298.3156 0 2604720 81319 None Comman SR, Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 967.18 967.18 0.54 False None None False None False 522.2772 0 2604721 81319 None Comman SR, Volume-2, Pg No. 77 SI. No.11.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 77/ SI. No.11.5.1) Sqm 4748.92 4748.92 3.15 False None None False None False 14959.098 0 2604722 81319 None Comman SR, Volume-2, Pg No. 60 SI. No.9.9 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete (Comman SR, Volume-2, Pg No. 60/ SI. No.9.9) Sqm 1141.1 1141.1 7.48 False None None False None False 8535.428 0 2604723 81319 None Comman SR, Volume-2, Pg No. 65 SI. No.9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications(Comman SR, Volume-2, Pg No. 65/ SI. No.9.39) Sqm 1536.66 1536.66 33.1 False None None False None False 50863.446 0 2604724 81319 None Comman SR, Volume-2, Pg No. 125 SI. No.13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (Comman SR, Volume-2, Pg No. 125/ SI. No.13.47) m 208.92 208.92 6.0 False None None False None False 1253.52 0 2604725 81319 None Comman SR, Volume-2, Pg No. 131 SI. No.14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (Comman SR, Volume-2, Pg No. 131/ SI. No.14.1.1) Each 5179.48 5179.48 2.0 False None None False None False 10358.96 0 2604726 81319 None Comman SR, Volume-2, Pg No. 123 SI. No.13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (Comman SR, Volume-2, Pg No. 123/ SI. No.13.34) Ltr 9.54 9.54 1000.0 False None None False None False 9540.0 0 2604727 81319 None Comman SR, Volume-2, Pg No. 117 SI. No.13.4.2 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore (Comman SR, Volume-2, Pg No. 117/ SI. No.13.4.2) No 664.38 664.38 1.0 False None None False None False 664.38 0 2604728 81319 None Comman SR, Volume-2, Pg No. 122 SI. No.13.33.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.4) m 394.51 394.51 10.0 False None None False None False 3945.1 0 2604729 81319 None Comman SR, Volume-2, Pg No. 122 SI. No.13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.3) m 313.91 313.91 5.0 False None None False None False 1569.55 0 2604730 81319 None Comman SR, Volume-2, Pg No. 122 SI. No.13.33.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.2) m 230.13 230.13 5.0 False None None False None False 1150.65 0 2604731 81319 None Comman SR, Volume-2, Pg No. 139 SI. No.14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy (Comman SR, Volume-2, Pg No. 139/ SI. No.14.55a) No 1184.58 1184.58 2.0 False None None False None False 2369.16 0 2604732 81319 None Comman SR, Volume-2, Pg No. 133 SI. No.14.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (Comman SR, Volume-2, Pg No. 133/ SI. No.14.7A) No 4370.32 4370.32 2.0 False None None False None False 8740.64 0 2604733 81319 None item1 KKRDB LOGO BOARD Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1707994896000 0 None None Buildings Mehkar Bus Shelter- FF - Electrical Work 44704.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2604734 81320 None PWD Ele. SR 2023-24, It No. 1.3.2 Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2) Mtr 80.0 80.0 80.0 False None None False None False 6400.0 0 2604735 81320 None PWD Ele. SR 2023-24, It No. 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3) A.2.5sqmm Mtr Mtr 40.0 40.0 125.0 False None None False None False 5000.0 0 2604736 81320 None PWD Ele. SR 2023-24, It No. 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4) A.4.0sqmm Mtr Mtr 87.0 87.0 80.0 False None None False None False 6960.0 0 2604737 81320 None PWD Ele. SR 2023-24, It No. 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) 4-5 way Each Each 138.0 138.0 3.0 False None None False None False 414.0 0 2604738 81320 None PWD Ele. SR 2023-24, It No. 3.6.2 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) 4 Module Each 175.0 175.0 3.0 False None None False None False 525.0 0 2604739 81320 None PWD Ele. SR 2023-24, It No. 3.6.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) 6Amps one way Switch Each 88.0 88.0 24.0 False None None False None False 2112.0 0 2604740 81320 None PWD Ele. SR 2023-24, It No. 3.6.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) 6Amps 3way socket Each 162.0 162.0 6.0 False None None False None False 972.0 0 2604741 81320 None PWD Ele. SR 2023-24, It No. 3.6.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Stepped Fan Regulator. Each 313.0 313.0 2.0 False None None False None False 626.0 0 2604742 81320 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) 6/16Amps universal socket Each 249.0 249.0 3.0 False None None False None False 747.0 0 2604743 81320 None PWD Ele. SR 2023-24, It No. 5.17.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) 6-32Amps SP Each 523.0 523.0 1.0 False None None False None False 523.0 0 2604744 81320 None PWD Ele. SR 2023-24, It No. 5.18.7 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) 6 Way SP & N Each 1552.0 1552.0 1.0 False None None False None False 1552.0 0 2604745 81320 None PWD Ele. SR 2023-24, It No. 5.42.2 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) 16SWG Sqm 0.38 0.38 15000.0 False None None False None False 5700.0 0 2604746 81320 None PWD Ele. SR 2023-24, It No. 6.4.4 Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) 4 core 16Sqmm Mtr 150.0 150.0 10.0 False None None False None False 1500.0 0 2604747 81320 None PWD Ele. SR 2023-24, It No. 6.5.1 Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Existing Trench / duct Mtr 11.88 11.88 5.0 False None None False None False 59.4 0 2604748 81320 None PWD Ele. SR 2023-24, It No. 7.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No 2949.0 2949.0 2.0 False None None False None False 5898.0 0 2604749 81320 None PWD Ele. SR 2023-24, It No. 14.9 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No 281.0 281.0 2.0 False None None False None False 562.0 0 2604750 81320 None PWD Ele. SR 2023-24, It No. 11.3.2 Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2) No 740.0 740.0 6.0 False None None False None False 4440.0 0 2604751 81320 None PWD Ele. SR 2023-24, It No. 12.3.2 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) On wall/ ceiling / Rafter / Girders No 119.0 119.0 6.0 False None None False None False 714.0 0 1707994896000 0 None None Buildings Detailed Estimate of Mehkar Bus Shelter- Compound wall 1153332.67 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2604752 81321 None Comman SR, Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (Comman SR, Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 27.22 False None None False None False 2715.195 0 2604753 81321 None Comman SR, Volume-1, Pg No. 8 SI. No.1.14.1 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 all kinds of soils Depth upto 3 m (Comman SR, Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 39.93 False None None False None False 4276.503 0 2604754 81321 None Comman SR, Volume-1, Pg No. 15 SI. No.2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 7.26 False None None False None False 45654.147 0 2604755 81321 None Comman SR, Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Comman SR, Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 47.49 False None None False None False 309409.2225 0 2604756 81321 None Comman SR, Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 7.47 False None None False None False 50229.774 0 2604757 81321 None Comman SR, Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Comman SR, Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 31.56 False None None False None False 264076.722 0 2604758 81321 None 2023-24 CSR, Volume-2, Pg No. 42 SI. No.8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (2023-24 CSR, Volume-2, Pg No. 42/ SI. No.8.2.2) Sqm 292.95 292.95 435.6 False None None False None False 127609.02 0 2604759 81321 None Comman SR, Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 435.6 False None None False None False 79584.12 0 2604760 81321 None Comman SR, Volume-2, Pg No. 84 SI. No.11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge (Comman SR, Volume-2, Pg No. 84/ SI. No.11.25.2) Kg 142.8 142.8 1815.0 False None None False None False 259182.0 0 2604761 81321 None Comman SR, Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 72.6 False None None False None False 10595.97 0 1707994896000 0 None None Buildings Mehkar Bus Shelter- CC Pavement 1863740.68 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2604762 81322 None Comman SR, Volume-3, Pg No. 17 SI. No.3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (Comman SR, Volume-3, Pg No. 17/ SI. No.3.7 ) Cum 110.25 110.25 150.0 False None None False None False 16537.5 0 2604763 81322 None Comman SR, Volume-3, Pg No. 17 SI. No.3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Comman SR, Volume-3, Pg No. 17/ SI. No.3.6 ) Cum 517.65 517.65 114.84 False None None False None False 59446.926 0 2604764 81322 None Comman SR, Volume-3, Pg No. 23 SI. No.4.2 (v) Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401, For Grading -V Materia (Comman SR, Volume-3, Pg No. 23/ SI. No.4.2 (v) ) Cum 2476.95 2476.95 100.0 False None None False None False 247695.0 0 2604765 81322 None Comman SR, Volume-3, Pg No. 26 SI. No.4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (Comman SR, Volume-3, Pg No. 26/ SI. No.4.17 ) Cum 2686.95 2686.95 75.0 False None None False None False 201521.25 0 2604766 81322 None Comman SR, Volume-3, Pg No. 148-149 SI. No.16.27 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:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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. (Comman SR, Volume-3, Pg No. 148-149/ SI. No.16.27 ) Cum 6692.7 6692.7 200.0 False None None False None False 1338540.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707994897000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707994897000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1707994897000 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 1707994913000 0 None None ELIGIBILITY G.S.T. at the prevailing rates will be given separately. None 1707994923000 0 None None ELIGIBILITY The Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer can pay the full EMD amount of Rs. 2,00,000/- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 1,00,000/- by e-payment, Part-(2): Rs 1,00,000/- EMD shall be in favour of Executive Engineer, PWD, Bidar Division, Bidar, and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD, Bidar Division, Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD, Bidar Division None 1707994941000 0 None None ELIGIBILITY Period for completion of this work is 09(Nine) months including Monsoon. None 1707994954000 0 None None ELIGIBILITY Part (2) Rs. 1,00,000/- EMD shall be in favour of Executive Engineer, PWD , Bidar Division, Bidar and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD Divn. Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD.Division, Bidar or Bank Guarantee in the prescribed format obtained form any Nationaled / Scheduled Banks. None 1707995078000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 202.28 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. None 1707995116000 0 None None ELIGIBILITY Liquid Assets and/or availability of credit facilities of not less than Rs. 33.72 Lakhs None 1707995129000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of Building such as of value not less than Rs 50.58 Lakhs/- None 1707995141000 1 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work (1)RCC/PCC: 302.77cum (2)BBM/SSM/Solid Blocks : 190.49Cum (3) Plastering:1682.54Sqm (4)Steel: 5.90.MT (5)Flooring :318.07 Sqm (7)Earth Work Excavation:586.97Cum None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 202.28 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of Building such as of value not less than Rs 50.58 Lakhs/- Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work (1)RCC/PCC: 302.77cum (2)BBM/SSM/Solid Blocks : 190.49Cum (3) Plastering:1682.54Sqm (4)Steel: 5.90.MT (5)Flooring :318.07 Sqm (7)Earth Work Excavation:586.97Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None List of works for which tenders already submitted Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None Liquid Assets and/or availability of credit facilities of not less than Rs. 33.72 Lakhs etc. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN)
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid Line of Credit True Technical Bid Work done Certificate True Technical Bid Other Documents False Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1708082655000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer PWD division Bidar street None city Bidar state Karnataka pin 585401
tenderRecallDTO	None