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noticeInvitingTenderDTO	createdTs 1720514077597 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1000.00 emd 79500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-07-2024 16:00:00 tenderQueryClose 20-07-2024 17:30:00 technicalBidOpen 29-07-2024 16:05:00 publishedDate 09-07-2024 14:23:53 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 3 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson EE PWD GADAG splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 8372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1720514077599 version 26 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT6560/CALL-3 title CONSTRUCTION OF PU COLLEGE IN HEBBAL VILLAGE OF SHIRAHATTI TALUKA GADAG DIST description CONSTRUCTION OF PU COLLEGE IN HEBBAL VILLAGE OF SHIRAHATTI TALUKA GADAG DIST category WORKS categoryText Works ecv 3967217.01 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 5010000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SHI/BUILD/PUHBL/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1720514078000 1 None None Buildings Sub-Estimate-I Ground Floor Civil Works 2825040.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3495679 124835 None VOL 1 Page No 8 Item 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 95.0 95.0 52.53 False None None False None False 4990.35 0 3495680 124835 None VOL 1 Page No 8 Item 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 102.0 102.0 157.57 False None None False None False 16072.14 0 3495681 124835 None VOL 1 Page No 11 Item No 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2682.0 2682.0 25.45 False None None False None False 68256.9 0 3495682 124835 None VOL 1 Page No 35 Item 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 266.0 266.0 157.7 False None None False None False 41948.2 0 3495683 124835 None VOL 1 Page No 7 Item No 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 474.0 474.0 38.36 False None None False None False 18182.64 0 3495684 124835 None VOL 1 Page No 15 Item 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5989.0 5989.0 32.09 False None None False None False 192187.01 0 3495685 124835 None Vol 1 Page No 15 Item No 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6336.0 6336.0 30.27 False None None False None False 191790.72 0 3495686 124835 None VOL 1 Page No 111 Item No 1a. Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 506.88 506.88 30.28 False None None False None False 15348.3264 0 3495687 124835 None VOL 1 Page No 16 Item No 2.4.3 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Columns upto Plinth level ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6336.0 6336.0 2.08 False None None False None False 13178.88 0 3495688 124835 None VOL 1 Page No 111 Item No 9 Formwork, Centering & Scaffloding 70% For Columns upto Plinth level ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4435.2 4435.2 2.09 False None None False None False 9269.568 0 3495689 124835 None VOL 1 Page No 16 Item No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6843.0 6843.0 6.44 False None None False None False 44068.92 0 3495690 124835 None VOL 1 Page No 111 Item No 9 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4790.1 4790.1 6.44 False None None False None False 30848.244 0 3495691 124835 None VOL 1 Page No 16 Item No 2.4.3 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Plinth Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6336.0 6336.0 6.36 False None None False None False 40296.96 0 3495692 124835 None VOL 1 Page No 111 Item No 2 Formwork, Centering & Scaffloding 50% For Plinth Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3168.0 3168.0 6.37 False None None False None False 20180.16 0 3495693 124835 None VOL 1 Page No 16 Item No 2.4.3 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Curtain wall ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6336.0 6336.0 6.81 False None None False None False 43148.16 0 3495694 124835 None VOL 1 Page No 112 Item No 11 Formwork, Centering & Scaffloding 10% Curtain wall ---- Work should be carried out as per the direction of engineer incharge of work. Cum 633.6 633.6 6.81 False None None False None False 4314.816 0 3495695 124835 None VOL 1 Page No 16 Item No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6843.0 6843.0 7.48 False None None False None False 51185.64 0 3495696 124835 None VOL 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 60% For Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4105.8 4105.8 7.48 False None None False None False 30711.384 0 3495697 124835 None VOL 1 Page No 16 Item No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6843.0 6843.0 18.88 False None None False None False 129195.84 0 3495698 124835 None VOL 1 Page No 112 Item No 15 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3421.5 3421.5 18.88 False None None False None False 64597.92 0 3495699 124835 None VOL 1 Page No 16 Item No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6843.0 6843.0 1.69 False None None False None False 11564.67 0 3495700 124835 None VOL 1 Page No 112 Item No 14 Formwork, Centering & Scaffloding 60% For Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4105.8 4105.8 1.68 False None None False None False 6897.744 0 3495701 124835 None VOL 1 Page No 16 Item No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6843.0 6843.0 1.01 False None None False None False 6911.43 0 3495702 124835 None VOL 1 Page No 111 Item No 1b. Formwork, Centering & Scaffloding 3% For Sill ---- Work should be carried out as per the direction of engineer incharge of work. Cum 205.29 205.29 1.01 False None None False None False 207.3429 0 3495703 124835 None VOL 1 Page No 16 Item No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6843.0 6843.0 0.41 False None None False None False 2805.63 0 3495704 124835 None VOL 1 Page No 112 Item No 19 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3079.35 3079.35 0.41 False None None False None False 1262.5335 0 3495705 124835 None VOL 1 Page No 18 Item 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. ---- Work should be carried out as per the direction of engineer incharge of work. Tonne 89457.0 89457.0 6.81 False None None False None False 609202.17 0 3495706 124835 None Vol 2 Page No 9 Item No 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6389.0 6389.0 6.75 False None None False None False 43125.75 0 3495707 124835 None Vol 2 Page No 17 Item No 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1310.0 1310.0 181.17 False None None False None False 237332.7 0 3495708 124835 None Vol 2 Page No 77 Item No 11.5.2 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 flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4242.0 4242.0 5.04 False None None False None False 21379.68 0 3495709 124835 None VOL 2 Page No 86 Item No 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding ---- Work should be carried out as per the direction of engineer incharge of work. Kg 168.0 168.0 302.4 False None None False None False 50803.2 0 3495710 124835 None Vol 2 Page No 41 Item 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 241.0 241.0 173.6 False None None False None False 41837.6 0 3495711 124835 None VOL 2 Page No 50 Item 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 100.0 100.0 366.63 False None None False None False 36663.0 0 3495712 124835 None VOL 2 Page No 41 Item 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. (Out side) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 279.0 279.0 307.52 False None None False None False 85798.08 0 3495713 124835 None VOL 2 Page No 61 Item No 9.17.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1175.0 1175.0 104.08 False None None False None False 122294.0 0 3495714 124835 None VOL 2 Page No 59 Item No 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 800.0 800.0 38.1 False None None False None False 30480.0 0 3495715 124835 None Vol 2 Page No 64 Item No 9.31 Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 2085.0 2085.0 46.76 False None None False None False 97494.6 0 3495716 124835 None Vol 2 Page No 85 Item No 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 565.0 565.0 145.2 False None None False None False 82038.0 0 3495717 124835 None Vol 2 Page No 151 Item No 15.11 Newly Constructed Roof/Bathroom/Toilet/balcony/utility with Cementatius Waterproof coating - Below 500 m2Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break 120% as per ASTM D 412, Tensile strength 1N/mm2as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 525.0 525.0 142.8 False None None False None False 74970.0 0 3495718 124835 None Vol 2 Page No 46 Item 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 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 158.0 158.0 366.63 False None None False None False 57927.54 0 3495719 124835 None Vol 2 Page No 46 Item 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 174.0 174.0 307.52 False None None False None False 53508.48 0 3495720 124835 None Vol 2 Page No 47 Item No 8.36.1 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 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 Enginer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 176.0 176.0 19.44 False None None False None False 3421.44 0 3495721 124835 None Vol No:-2 I. No:- 8.43 Pg.No. 49 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work 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 ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 94.0 94.0 24.0 False None None False None False 2256.0 0 3495722 124835 None Vol No:-2 I. No:-9.36 Pg.No. 64 Providing flooring with 25mm thick polished Cuddapah 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1650.0 1650.0 10.98 False None None False None False 18117.0 0 3495723 124835 None Vol No:-2 I. No:- 12.9 Pg.No. 110 Providing & fixing of 3track x 2panel sliding windows made out of multi chambered UPVC(Matching to RAL9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 6734.0 6734.0 14.4 False None None False None False 96969.6 0 1720514078000 0 None None Buildings Sub-Estimate-II Watersupply Rainwater harvesting Concrete Works and Furniturtes 916874.85 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3495724 124836 None Vol 5 Page No A-44 Item No 660 PVC pipes of 8 Kg/cm2 for 140mm(3.097) ---- Work should be carried out as per the direction of engineer incharge of work. m 456.0 456.0 17.2 False None None False None False 7843.2 0 3495725 124836 None Vol 5 Page No A-44 Item No 664 PVC pipes of 10 Kg/cm2 for 200mm ---- Work should be carried out as per the direction of engineer incharge of work. m 1155.0 1155.0 45.0 False None None False None False 51975.0 0 3495726 124836 None Vol 2 Page No 125 Item No 13.49 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia 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 ---- Work should be carried out as per the direction of engineer incharge of work. m 568.0 568.0 17.2 False None None False None False 9769.6 0 3495727 124836 None RDW&S Page No 86 Item No 11.20.1 Supplying and erection of RCC rings of Well steining of 0.3Mtr depth using M20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering ,formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S Coil at the rate of10Kgs/ring including cost of steel and fabrication ,bailing out of water,errection etc.,complete For 1.80m dia (clear)rings of steining thickness 0.075mm upto 18M depth ---- Work should be carried out as per the direction of engineer incharge of work. Each 1515.0 1515.0 60.0 False None None False None False 90900.0 0 3495728 124836 None Vol 1 Page No 6 Item No 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work In all kinds of soils. Depth upto 1.50m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 484.0 484.0 23.04 False None None False None False 11151.36 0 3495729 124836 None Vol 1 Page No 7 Item 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 266.0 266.0 12.68 False None None False None False 3372.88 0 3495730 124836 None Vol 1 Page No 15 Item 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5989.0 5989.0 1.02 False None None False None False 6108.78 0 3495731 124836 None Vol 2 Page No 175 Item No 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1002.0 1002.0 2.05 False None None False None False 2054.1 0 3495732 124836 None Vol 2 Page No 175 Item No 17.2 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1186.0 1186.0 2.05 False None None False None False 2431.3 0 3495733 124836 None Vol 2 Page No 175 Item No 17.3 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1192.0 1192.0 2.05 False None None False None False 2443.6 0 3495734 124836 None Vol 1 Page No 16 Item No 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6843.0 6843.0 2.3 False None None False None False 15738.9 0 3495735 124836 None VOL 1 Page No 116 Item No 13 Formwork, Centering & Scaffloding 50% Fo Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3421.5 3421.5 2.28 False None None False None False 7801.02 0 3495736 124836 None Vol 1 Page No 18 Item No 2.11.a Steel Fabrication: 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 ---- Work should be carried out as per the direction of engineer incharge of work. Kg 89457.0 89457.0 0.23 False None None False None False 20575.11 0 3495737 124836 None Vol 1 Page No 8 Item 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 95.0 95.0 60.0 False None None False None False 5700.0 0 3495738 124836 None Vol 3 Page No 18 Item No 3.11 (310) Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4.0 4.0 200.0 False None None False None False 800.0 0 3495739 124836 None Vol 3 Page No 26 Item No 4.17 (406 A) Wet Mix Macadam (Plant Mix Method) 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2559.0 2559.0 30.0 False None None False None False 76770.0 0 3495740 124836 None Vol 3 Page No 148 Item No 16.27 (1501) 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6374.0 6374.0 30.0 False None None False None False 191220.0 0 3495741 124836 None KSFIC.TF-132 Student Desk: of size 4' length x2.5' Height bench top 12", desk top 15" using 1"x2" sq. pipe and 20G book shelf,18mm Brown/Teak colour Novapan top for bench and desk. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 9320.0 9320.0 40.0 False None None False None False 372800.0 0 3495742 124836 None KSFIC.TF-129 Steel S type office chair: Teak wood handle. Chair using 16g round pipe and 18g sheet Perforated sheet with arm ---- Work should be carried out as per the direction of engineer incharge of work. Nos 4060.0 4060.0 2.0 False None None False None False 8120.0 0 3495743 124836 None KSFIC.TF-130 Steel office table: of size 5'x2.5' or 5'x3' steel frame with novapan ply with sunmica top with teak wood beeding 3 drawers on one side another side one cabinet using 16G pipe and box 18 gauge. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 14650.0 14650.0 2.0 False None None False None False 29300.0 0 1720514078000 0 None None Buildings Sub-Estimate-III Electriacal Works 225301.19 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3495744 124837 None Vol No 6 Item No 1.2.1 Supplying heavy gauge PVC conduit pipe mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 66.0 66.0 30.0 False None None False None False 1980.0 0 3495745 124837 None Vol No 6 Item No 1.2.2 Supplying heavy gauge PVC conduit pipe mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 78.0 78.0 30.0 False None None False None False 2340.0 0 3495746 124837 None Vol No 6 Item No 1.5.1 Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction box ---- Work should be carried out as per the direction of engineer incharge of work. Each 49.0 49.0 30.0 False None None False None False 1470.0 0 3495747 124837 None Vol No 6 Item No 1.5.2 Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction box ---- Work should be carried out as per the direction of engineer incharge of work. Each 56.0 56.0 15.0 False None None False None False 840.0 0 3495748 124837 None Vol No 6 Item No 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 68.0 68.0 30.0 False None None False None False 2040.0 0 3495749 124837 None Vol No 6 Item No 1.3.2 Supplying heavy gauge PVC Conduit Pipe .... dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick ---- Work should be carried out as per the direction of engineer incharge of work. m 79.0 79.0 30.0 False None None False None False 2370.0 0 3495750 124837 None Vol No 6 Item No 1.12 Supplying And Fixing Metal Fan Box with Round Hook. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 160.0 160.0 4.0 False None None False None False 640.0 0 3495751 124837 None Vol No 6 Item No 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3m from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 269.0 269.0 15.0 False None None False None False 4035.0 0 3495752 124837 None Vol No 6 Item No 2.2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3m upto 6m from tapping point to out let via switch box ---- Work should be carried out as per the direction of engineer incharge of work. Point 379.0 379.0 15.0 False None None False None False 5685.0 0 3495753 124837 None Vol No 6 Item No 3.4.1 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. 1-2 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 138.0 138.0 15.0 False None None False None False 2070.0 0 3495754 124837 None Vol No 6 Item No 3.4.3 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. 4-5 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 177.0 177.0 10.0 False None None False None False 1770.0 0 3495755 124837 None Vol No 6 Item No 3.4.4 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. 6 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 220.0 220.0 2.0 False None None False None False 440.0 0 3495756 124837 None Vol No 6 Item No 3.4.5 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. 8 Way ---- Work should be carried out as per the direction of engineer incharge of work. Each 261.0 261.0 2.0 False None None False None False 522.0 0 3495757 124837 None Vol No 6 Item No 3.5.2 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 3 Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 161.0 161.0 4.0 False None None False None False 644.0 0 3495758 124837 None Vol No 6 Item No 3.5.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 4 module ---- Work should be carried out as per the direction of engineer incharge of work. Each 175.0 175.0 8.0 False None None False None False 1400.0 0 3495759 124837 None Vol No 6 Item No 3.5.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6 Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 234.0 234.0 4.0 False None None False None False 936.0 0 3495760 124837 None Vol No 6 Item No 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 284.0 284.0 8.0 False None None False None False 2272.0 0 3495761 124837 None Vol No 6 Item No 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 102.0 102.0 15.0 False None None False None False 1530.0 0 3495762 124837 None Vol No 6 Item No 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 166.0 166.0 2.0 False None None False None False 332.0 0 3495763 124837 None Vol No 6 Item No 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 171.0 171.0 5.0 False None None False None False 855.0 0 3495764 124837 None Vol No 6 Item No 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module ---- Work should be carried out as per the direction of engineer incharge of work. Each 357.0 357.0 5.0 False None None False None False 1785.0 0 3495765 124837 None Vol No 6 Item No 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Bell Push ---- Work should be carried out as per the direction of engineer incharge of work. Each 177.0 177.0 2.0 False None None False None False 354.0 0 3495766 124837 None Vol No 6 Item No 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 326.0 326.0 3.0 False None None False None False 978.0 0 3495767 124837 None Vol No 6 Item No 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket ---- Work should be carried out as per the direction of engineer incharge of work. Each 236.0 236.0 3.0 False None None False None False 708.0 0 3495768 124837 None Vol No 6 Item No 3.10.2 Extra for supplying 4 mm thick white plastic plate and covering for junction boxes of size . mm conduit using necessary machine screws. 80/mm90 ---- Work should be carried out as per the direction of engineer incharge of work. Nos 15.0 15.0 30.0 False None None False None False 450.0 0 3495769 124837 None Vol No 6 Item No 3.10.3 Extra for supplying 4 mm thick white plastic plate and covering for junction boxes of size ...... mm conduit using necessary machine screws. 100mm ---- Work should be carried out as per the direction of engineer incharge of work. Nos 21.0 21.0 30.0 False None None False None False 630.0 0 3495770 124837 None Vol No 6 Item No 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5Sqmm ---- Work should be carried out as per the direction of engineer incharge of work. m 26.0 26.0 90.0 False None None False None False 2340.0 0 3495771 124837 None Vol No 6 Item No 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5Sqmm ---- Work should be carried out as per the direction of engineer incharge of work. m 42.0 42.0 90.0 False None None False None False 3780.0 0 3495772 124837 None Vol No 6 Item No 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 4Sqmm ---- Work should be carried out as per the direction of engineer incharge of work. m 63.0 63.0 90.0 False None None False None False 5670.0 0 3495773 124837 None Vol No 6 Item No 2.3.5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 6Sqmm ---- Work should be carried out as per the direction of engineer incharge of work. m 92.0 92.0 90.0 False None None False None False 8280.0 0 3495774 124837 None Vol No 6 Item No 5.7.4 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 100A ---- Work should be carried out as per the direction of engineer incharge of work. Each 691.0 691.0 2.0 False None None False None False 1382.0 0 3495775 124837 None Vol No 6 Item No 5.18.1 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A SP ---- Work should be carried out as per the direction of engineer incharge of work. Each 415.0 415.0 1.0 False None None False None False 415.0 0 3495776 124837 None Vol No 6 Item No 5.18.4 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A DP ---- Work should be carried out as per the direction of engineer incharge of work. Each 739.0 739.0 1.0 False None None False None False 739.0 0 3495777 124837 None Vol No 6 Item No 5.18.6 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63 Amps DP ---- Work should be carried out as per the direction of engineer incharge of work. Each 1102.0 1102.0 1.0 False None None False None False 1102.0 0 3495778 124837 None Vol No 6 Item No 5.18.7 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps TPN ---- Work should be carried out as per the direction of engineer incharge of work. Each 1717.0 1717.0 1.0 False None None False None False 1717.0 0 3495779 124837 None Vol No 6 Item No 5.19.7 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, 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. II - Double Door 6 Way SP & N ---- Work should be carried out as per the direction of engineer incharge of work. Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 3495780 124837 None Vol No 6 Item No 5.19.13 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, 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. III - Double Door 8 Way TP & N ---- Work should be carried out as per the direction of engineer incharge of work. Each 6091.0 6091.0 1.0 False None None False None False 6091.0 0 3495781 124837 None Vol No 6 Item No 5.15.9 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. Four pole 100 A 25 kA ---- Work should be carried out as per the direction of engineer incharge of work. Each 8487.0 8487.0 1.0 False None None False None False 8487.0 0 3495782 124837 None Vol No 6 Item No 5.20.1 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V upto 300mA sensitivity on existing wood/panel board. 16-25 A 2 pole ---- Work should be carried out as per the direction of engineer incharge of work. Each 4277.0 4277.0 1.0 False None None False None False 4277.0 0 3495783 124837 None Vol No 6 Item No 5.20.10 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V upto 300mA sensitivity on existing wood/panel board. 63 A 4 pole ---- Work should be carried out as per the direction of engineer incharge of work. Each 5545.0 5545.0 1.0 False None None False None False 5545.0 0 3495784 124837 None Vol No 6 Item No 5.12.1 Supplying of on load change over switches 4 poles, AC 23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution). 63A ---- Work should be carried out as per the direction of engineer incharge of work. Each 6881.0 6881.0 1.0 False None None False None False 6881.0 0 3495785 124837 None Vol No 6 Item No 6.3.1 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 ---- Work should be carried out as per the direction of engineer incharge of work. Each 2984.0 2984.0 8.0 False None None False None False 23872.0 0 3495786 124837 None Vol No 6 Item No 13.11 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. ---- Work should be carried out as per the direction of engineer incharge of work. Each 315.0 315.0 8.0 False None None False None False 2520.0 0 3495787 124837 None Vol No 6 Item No 13.12 Extra length of GI pipe of class B 19mm dia for down rod. ---- Work should be carried out as per the direction of engineer incharge of work. m 197.0 197.0 8.0 False None None False None False 1576.0 0 3495788 124837 None Vol No 6 Item 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. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 20/22 W ---- Work should be carried out as per the direction of engineer incharge of work. Each 690.0 690.0 16.0 False None None False None False 11040.0 0 3495789 124837 None Vol No 6 Item No 3.14.6 Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 6A Lamp Holder ---- Work should be carried out as per the direction of engineer incharge of work. Nos 71.0 71.0 4.0 False None None False None False 284.0 0 3495790 124837 None Vol No 6 Item No 11.11.7 Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 18W, 6500K ---- Work should be carried out as per the direction of engineer incharge of work. Each 426.0 426.0 4.0 False None None False None False 1704.0 0 3495791 124837 None Vol No 6 Item No 11.4. 3 Supplying of recess mounting non integrated type LED down light...... W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clA, LED of Power/COB with CCT 6500 degree K, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5% of lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 15-18W ---- Work should be carried out as per the direction of engineer incharge of work. Each 1671.0 1671.0 8.0 False None None False None False 13368.0 0 3495792 124837 None Vol No 6 Item No 13.7.1 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 ---- Work should be carried out as per the direction of engineer incharge of work. Each 122.0 122.0 34.0 False None None False None False 4148.0 0 3495793 124837 None Vol No 6 Item No 11.8.4 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect. LED Streetlight 90 W ---- Work should be carried out as per the direction of engineer incharge of work. Nos 8860.0 8860.0 2.0 False None None False None False 17720.0 0 3495794 124837 None Vol No 6 Item No 13.2.1 Supplying and Fixing........mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires. Using 25mm dia G.I.Pipe ---- Work should be carried out as per the direction of engineer incharge of work. Each 1203.0 1203.0 2.0 False None None False None False 2406.0 0 3495795 124837 None Vol No 6 Item No 5.21 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. ---- Work should be carried out as per the direction of engineer incharge of work. Each 9255.0 9255.0 1.0 False None None False None False 9255.0 0 3495796 124837 None Vol No 6 Item No 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter ---- Work should be carried out as per the direction of engineer incharge of work. Each 1425.0 1425.0 1.0 False None None False None False 1425.0 0 3495797 124837 None Vol No 6 Item No 5.34 Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. ---- Work should be carried out as per the direction of engineer incharge of work. Each 562.0 562.0 1.0 False None None False None False 562.0 0 3495798 124837 None Vol No 6 Item No 5.35 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. ---- Work should be carried out as per the direction of engineer incharge of work. Each 5705.0 5705.0 1.0 False None None False None False 5705.0 0 3495799 124837 None Vol No 6 Item No 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. ---- Work should be carried out as per the direction of engineer incharge of work. Each 515.0 515.0 3.0 False None None False None False 1545.0 0 3495800 124837 None Vol No 6 Item No 5.40.1 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips ---- Work should be carried out as per the direction of engineer incharge of work. m 2465.0 2465.0 1.8 False None None False None False 4437.0 0 3495801 124837 None Vol No 6 Item 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 clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16SWG ---- Work should be carried out as per the direction of engineer incharge of work. Sq CM 0.43 0.43 9000.0 False None None False None False 3870.0 0 3495802 124837 None Vol No 6 Item No 32.11 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 50 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm) ---- Work should be carried out as per the direction of engineer incharge of work. Km 178973.0 178973.0 0.03 False None None False None False 5369.19 0 3495803 124837 None Vol No 1 Item No 1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m In Ordinary Soil ---- Work should be carried out as per the direction of engineer incharge of work. Cum 262.0 262.0 30.0 False None None False None False 7860.0 0 3495804 124837 None Vol No 6 Item No 5.41.1 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40 x 40 x 6 mm ---- Work should be carried out as per the direction of engineer incharge of work. m 305.0 305.0 4.0 False None None False None False 1220.0 0 3495805 124837 None Vol No 6 Item No 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 50 x 50 x 6 mm ---- Work should be carried out as per the direction of engineer incharge of work. m 395.0 395.0 2.0 False None None False None False 790.0 0 3495806 124837 None Vol No 6 Item No 51.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified ---- Work should be carried out as per the direction of engineer incharge of work. No 2172.0 2172.0 2.0 False None None False None False 4344.0 0 3495807 124837 None Vol No 6 Item No 51.05 Bentonite clay slurry for earthing in 50 Kg Bag ---- Work should be carried out as per the direction of engineer incharge of work. Bag 368.0 368.0 2.0 False None None False None False 736.0 0 3495808 124837 None Vol No 6 Item No 51.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each ---- Work should be carried out as per the direction of engineer incharge of work. No 676.0 676.0 2.0 False None None False None False 1352.0 0 3495809 124837 None Vol No 6 Item No 51.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag ---- Work should be carried out as per the direction of engineer incharge of work. Bag 310.0 310.0 2.0 False None None False None False 620.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1720514078000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1720514078000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1720514078000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1720514078000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1720514078000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1720514078000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1720514078000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid attached to this tender. None 1720514078000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1720514078000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintainance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. None 1720514078000 0 None None ELIGIBILITY The field Lab shall preferably located, adjacent to the site with the required amenity as per the clause. Failing which 1% of the amount of work done will be penalized None 1720514078000 0 None None ELIGIBILITY Tenderer shall obtain the Work Done Certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer( District Level Officer), scan the original Certificate and attach the scanned file to the tender. The Original Certificate shall be produced at the time of opening of Technical Bids for physical verification None 1720514078000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards labour welfare fund. None 1720514078000 0 None None ELIGIBILITY The employer reserves the rights to Reject one or all Tenders without assigning any reasons. None 1720514078000 0 None None ELIGIBILITY The Item Rates quoted shall include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour, hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer-in-charge of work. None 1720514078000 0 None None ELIGIBILITY The construction materials (minerals metal ,sand and Murom) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore proceedings dated 25.03.2013. None 1720514078000 0 None None ELIGIBILITY The awarded Contractor has to Submit his bills through e-MB for payment.( Billing is through e-Mb ie: Contractor has to produce Soft copy and hard Copy of RA or Final bill for payments) None 1720514078000 0 None None ELIGIBILITY The Important Original Documents Certificates which are uploaded like Work done Line of Credit Turn over Certificates and Machineries Ownership Documents shall be produced at the time of opening of Tender for physical verification. If fail to Produce documents Certificates on or before the time of opening the Bid is liable for Rejection with out any prior notice. None 1720514078000 0 None None ELIGIBILITY As per Karnataka state Government order LD/95/LET/2013 Bangalore dated 01.04.2013 the Contractor shall be registered under section 7 of Buildings and other Construction workers (Regulation of Employment and Conditions of Service) Act and the construction labour shall get the registration under section 12 of the act before making payment of running bills None 1720514078000 0 None None ELIGIBILITY The Item rates quoted shall include cost of Royalty charges on construction materials and other taxes (Except GST) as per the prevailing Government Orders None 1720514078000 0 None None ELIGIBILITY GST shall be paid to the Tendered Amount Separately None 1720514078000 0 None None ELIGIBILITY Increase in GST shall not be paid in the extended period of contract for which contractor is alone responsible for delay as determined by the authority while granting the extension of time. None 1720514078000 0 None None ELIGIBILITY The tenderer should maintain the Road during the DEFECT LIABILITY PERIOD, which is up to One year after successful completion of the work. None 1720514078000 0 None None ELIGIBILITY Tender period for work completion 06 Calendar Months (including monsoon period) None 1720514078000 0 None None ELIGIBILITY Contractors registered under class-1 and 2 may tender for works anywhere in the state.Contactors registered under class-3 may tender for works within the districts of the PWD circles where in they are registered. Contactors registered under-4 may tender for works within the districts or within the division whichever is applicable None 1720514078000 0 None None ELIGIBILITY EMD of Rs 79500.00 should be paid in Single Payment None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 3.2(b) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20 ,and 2020-21,2021-22,2022-23,2023-24 Satisfactorily completed as prime contractor, at least one similar work such as Building Works of value not less than Rs 19.84 lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work (1)Earthwork - 345.28 Cum (2)Concrete work (Including CC/PCC/RCC)-90.48 Cum 3)Steel-5.44 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None 3.3 a Each Tenderer should further demonstrate :As per this note, each tenderer should demonstrate availability of few key equipments /machinery for execution of the work . However as per Govt circular no GO-FD/AE 263/EXP12-2022 dt-11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth specification.Sl No. Name of machinery Excavator Like 1)JCB / Hitachi etc 2)Tippers 3)Concrete Batching Plant 4)Water Tanker 5)Shuttering Materials 6)Transit Mixers 7)Selfloading Moblie Concrete Batching Plant of min 2 cum capacity (Like Ajax) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- List of Machinery None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Assessment on the Letter Head of the Tenderer None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified,if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-( AxNx2.5-B )whereA-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited -0.50 Year.B-Value at 2024-25price level, of existing commitments and on-going works to be completed during the next 0.50 year (Period of completion of the works for which tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.2019-20,and 2020-21,2021-22,2022-23,2023-24 Achieved in at least two financial years an average financial turnover (in all classes of civil engineering construction works only) of Rs.39.68 lakhs. The Bidder shall submit the Balance sheets and IT Returns of the same period to substantiate the turnover certificate. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None EMD of Rs 79500.00 should be paid in Single Payment Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 11.90 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None List of existing commitments and ongoing works Others Others -- Information in format IV createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in format IV None None None None Information on litigation in which the Tender is involved. Others Others -- Information in Format X createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in Format X None None None None Contractor PWD registration certificate. Others PWD Registration Certificate (Class I/II/III/IV) createdTs version createdDate modifiedDate documentName None None None None Others -- PWD Registration Certificate (Class I/II/III/IV) None None None None Information on the Works for which tenderer has submitted Tender Others Others -- Information in Format VI createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in Format VI None None None None Proposed methodology and Program of construction, backed with equipment, planning and deployment, duly supported with Broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. Others Others -- Bar Chart/ PERT and Report createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Bar Chart/ PERT and Report
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor PWD Registration Certificate True Technical Bid Single similar nature of work done certificate. True Technical Bid LOC should be preescribed formate-2,if not then the tender will not be accepted True Technical Bid Present Postal address and phone number of the Contractor is Complusory. True Technical Bid Other related documents True Technical Bid Quantity wise workdone certificate. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None