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noticeInvitingTenderDTO	createdTs 1709887489455 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3210.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-03-2024 16:30:00 tenderQueryClose 18-03-2024 11:00:00 technicalBidOpen 21-03-2024 16:45:00 publishedDate 12-03-2024 16:38:16 publishedByPost PWD_EE_DIV_BGV publishedByUser KPE12007 - S S SOBARAD bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 16-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson S S Sobarad 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 08312647103 mobileNumber 8312647103 tenderSupplierList None
tenderSchedule	createdTs 1709887489493 version 14 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT9524 title CONSTRUCTION OF KITCHEN ROOM & QUATRTERS FOR KITCHEN STAFF IN THE PRREMISES OF BELAGAVI CIRCUIT HOUSE AT BELAGAVI. description CONSTRUCTION OF KITCHEN ROOM & QUATRTERS FOR KITCHEN STAFF IN THE PRREMISES OF BELAGAVI CIRCUIT HOUSE AT BELAGAVI. category WORKS categoryText Works ecv 12815396.98 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1685 locationName PWD Division Office Belagavi provisionalAmount 17500070.0 groupOverheadTotal 0.0 fileNumber KPWD/SD/BGM/Circuit-House-Kitchen/4059/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709887489000 0 None None Buildings Construction of Second Floor(H.R) 2967875.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2969732 98335 None Vol. 1, Pg. No. 16, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7328.85 7328.85 3.278 False None None False None False 24023.9703 0 2969733 98335 None Vol. 1, Pg. No. A-7, It.No. 11 FORMWORK FOR COLUMN Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 5130.2 5130.2 3.278 False None None False None False 16816.7956 0 2969734 98335 None Vol. 1, Pg. No. 16, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7328.85 7328.85 0.101 False None None False None False 740.21385 0 2969735 98335 None Vol. 1, Pg. No. A-7, It.No. FORMWORK FOR LINTEL Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 4397.31 4397.31 0.101 False None None False None False 444.12831 0 2969736 98335 None Vol. 1, Pg. No. 15, It.No. 2.5.1 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7100.73 7100.73 0.072 False None None False None False 511.25256 0 2969737 98335 None Vol. 1, Pg. No. A-7, It.No. FORMWORK FOR CHAJJAProviding and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 3195.33 3195.33 0.072 False None None False None False 230.06376 0 2969738 98335 None Vol. 1, Pg. No. 18, It.No. 2.11a 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. t 95808.45 95808.45 0.566 False None None False None False 54227.5827 0 2969739 98335 None Vol. 1, Pg. No. 15, It.No. 2.1.6 2.1.6 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 136 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6686.25 6686.25 0.478 False None None False None False 3196.0275 0 2969740 98335 None Vol. 2, Pg. No. 13, It.No. 6.2 6.2 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 16 (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. Cum 8544.44 8544.44 14.712 False None None False None False 125705.80128 0 2969741 98335 None Vol. 2, Pg. No. 42, It.No. 8.8 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 16 (1 cement 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 397.34 397.34 147.294 False None None False None False 58525.79796 0 2969742 98335 None Vol. 2, Pg. No. 41, It.No. 8.1.1 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 273.11 273.11 40.33 False None None False None False 11014.5263 0 2969743 98335 None Vol. 2, Pg. No. 50, It.No. 8.51 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. Sqm 107.1 107.1 54.602 False None None False None False 5847.8742 0 2969744 98335 None Vol. 2, Pg. No. 64, It.No. 9.3 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints finished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 5706.29 5706.29 3.698 False None None False None False 21101.86042 0 2969745 98335 None Vol. 2, Pg. No. 48, It.No. 8.39 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 136.02 136.02 54.602 False None None False None False 7426.96404 0 2969746 98335 None Vol. 2, Pg. No. 99, It.No. 12.11 12.11 Providing Honne wood frames of doors, windows, clerestory windows,ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 147877.25 147877.25 0.043 False None None False None False 6358.72175 0 2969747 98335 None Vol. 2, Pg. No. 100, It.No. 12.17 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. 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) Sqm 7588.04 7588.04 1.89 False None None False None False 14341.3956 0 2969748 98335 None Vol. 2, Pg. No. 45, It.No. 8.3 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. Sqm 186.35 186.35 148.734 False None None False None False 27716.5809 0 2969749 98335 None Vol. 2, Pg. No. 49, It.No. 8.33.2 8.45.2 Varnishing with varnish of approved brand and manufacture Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 147.8 147.8 1.938 False None None False None False 286.4364 0 2969750 98335 None Vol. 2, Pg. No. 104, It.No. 12.51 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Nos 1088.14 1088.14 1.0 False None None False None False 1088.14 0 2969751 98335 None Vol. 2, Pg. No. 149, It.No. 15.1 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Sqm 875.01 875.01 175.613 False None None False None False 153663.13113 0 2969752 98335 None Vol. 2, Pg. No. 83, It.No. 11.16.3 11.16.3 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 130.66 130.66 13698.31 False None None False None False 1789821.1846 0 2969753 98335 None Vol. 2, Pg. No. 21, It.No. 7.1.1 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge.0.63 mm thick with zinc coating not less than 275 g/ m² Sqm 941.41 941.41 684.916 False None None False None False 644786.77156 0 1709887490000 0 None None Buildings Water Supply & Sanitary 473897.55 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2969754 98336 None Vol. 2, Pg. No. 122, It.No. 13.32.2 Providing and fixing Chorinated Poly Vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1 00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of JOints complete. (Concealed work including cutting chases and making good walls)---20mm nominal OD Pipe---Vol.2, P.No.122, I.No.13.32.2 m 397.95 397.95 50.0 False None None False None False 19897.5 0 2969755 98336 None Vol. 2, Pg. No. 122, It.No. 13.33.3 Providing and fixing Chorinated Poly Vinyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work).---25mm nominal OD Pipe---Vol.2, P.No.122, I.No.13.33.3 m 310.8 310.8 120.0 False None None False None False 37296.0 0 2969756 98336 None Vol. 2, Pg. No. 122, It.No. 13.33.4 Providing and fixing Chorinated Poly Vinyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work).---32mm nominal OD Pipe---Vol.2, P.No.122, I.No.13.33.4 m 390.6 390.6 150.0 False None None False None False 58590.0 0 2969757 98336 None Vol. 2, Pg. No. 126, It.No. 13.54 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 14 (1 cement 4 coarse sand) C.I. cover with frame (light duty) 500X700 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 11.53 mix (1 cement 1.5 fine sand 3 graded stone aggregate 20 mm nominal size), foundation concrete 1510 (1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 13 (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 500x700 mm and 45 cm deep for pipe line with one or two inlets With common burnt clay (non modular) bricks of class designation 3.5---Common SR for the Year 2023-24---Vol.2, P.No.126, I.No.13.54 Each 6591.9 6591.9 8.0 False None None False None False 52735.2 0 2969758 98336 None Vol. 5, Pg. No. 114, It.No. 10.2.10 Providing UNPLASTICISED PVC pipes conforming to IS 160982013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for---Pipes of SN 8, 160mm dia.---Vol.5, P.No.114, I.No.10.2.10 m 731.85 731.85 100.0 False None None False None False 73185.0 0 2969759 98336 None Vol. 2, Pg. No. 123, It.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 fittin s and the base su ort for tank.---Common SR for the Year 2023-24---Vol.2, P.No.123, I.No.13.34 l 9.45 9.45 4000.0 False None None False None False 37800.0 0 2969760 98336 None Vol. 2, Pg. No. 131, It.No. 14.3.1 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 Each 6275.85 6275.85 2.0 False None None False None False 12551.7 0 2969761 98336 None Vol. 2, Pg. No. 131, It.No. 14.1.1 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 requiredWhite Vitreous china Orissa pattern W.C. pan of size 580x440 mm withintegral type foot rests Each 320.25 320.25 2.0 False None None False None False 640.5 0 2969762 98336 None Vol. 2, Pg. No. 115, It.No. 13.5.3 Providing and fixing brass bib cock of approved quality ---(20 mm nominal bore)---Vol.2, P.No.115, I.No.13.5.3 No 320.25 320.25 12.0 False None None False None False 3843.0 0 2969763 98336 None Vol. 2, Pg. No. 115, It.No. 13.5.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete ---25 mm nominal bore---Vol.2, P.No.115, I.No.13.5.3 No 348.6 348.6 4.0 False None None False None False 1394.4 0 2969764 98336 None Vol. 2, Pg. No. 115, It.No. 13.4.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete ---25 mm nominal bore---Vol.2, P.No.115, I.No.13.5.3 No 627.9 627.9 4.0 False None None False None False 2511.6 0 2969765 98336 None Vol. 2, Pg. No. 137, It.No. 14.40.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.---600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.---Vol.2, P.No.137, I.No.14.40.2 Each 520.8 520.8 6.0 False None None False None False 3124.8 0 2969766 98336 None Vol. 2, Pg. No. 128, It.No. 14.32.1 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing ---Circular shape 450 mm dia---Vol.2, P.No.128, I.No.14.32.1 Each 1142.4 1142.4 6.0 False None None False None False 6854.4 0 2969767 98336 None Vol. 2, Pg. No. 124, It.No. 14.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require---White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps---Vol.2, P.No.124, I.No.14.7.1 Each 3236.1 3236.1 8.0 False None None False None False 25888.8 0 2969768 98336 None Vol. 5, Pg. No. 96, It.No. 9.3.4 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE Upto 110mm dia Coil shall be used. For ---HDPE Grade PE80-PN10.0,110mm dia.---Vol.5, P.No.96, I.No.9.3.4 m 682.5 682.5 64.0 False None None False None False 43680.0 0 2969769 98336 None Vol. 5, Pg. No. 113, It.No. 10.1.7 Supplying PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials(excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for ---PVC pipes 110mm dia., 6 kg/sqcm & class 3---Vol.5, P.No.113, I.No.10.1.7 m 431.55 431.55 50.0 False None None False None False 21577.5 0 2969770 98336 None Vol. 5, Pg. No. 113, It.No. 10.1.5 Supplying PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials(excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for ---PVC pipes 75mm dia., 6 kg/sqcm & class 3---Vol.5, P.No.113, I.No.10.1.5 m 231.0 231.0 60.0 False None None False None False 13860.0 0 2969771 98336 None Vol. 1, Pg. No. 6, It.No. 1.6.1 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 Cum 508.2 508.2 33.75 False None None False None False 17151.75 0 2969772 98336 None Vol. 2, Pg. No. 117, It.No. 13.6.1.1 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) 25 mm nominal bore Nos 651.0 651.0 3.0 False None None False None False 1953.0 0 2969773 98336 None Vol. 2, Pg. No. 118, It.No. 13.6.2.2 13.6.2.2 Providing and fixing gun metal non- return valve of approved quality (screwed end) 32 mm nominal bore-HORIZONTAL Nos 971.25 971.25 4.0 False None None False None False 3885.0 0 2969774 98336 None Vol. 2, Pg. No. 133, It.No. 14.10.1.2 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required 510x1040 mm bowl depth 225 mm Each 5662.65 5662.65 4.0 False None None False None False 22650.6 0 2969775 98336 None Vol. 2, Pg. No. 142, It.No. 14.75a Providing and fixing Wall Mixer Non Telephonic made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class Nos 3206.7 3206.7 4.0 False None None False None False 12826.8 0 1709887490000 0 None None Buildings Providing Borewell 134292.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2969776 98337 None Vol. 5, Pg. No. 140, It.No. 12.4 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. (SR 2023-24 Vol-5, P.no-140, I.No-12.4) m 5552.4 5552.4 1.0 False None None False None False 5552.4 0 2969777 98337 None Vol. 5, Pg. No. 139, It.No. 12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 0 to 50 Mtrs (SR 2023-24 Vol-5, P.no-139, I.No-12.1.1) m 388.5 388.5 50.0 False None None False None False 19425.0 0 2969778 98337 None Vol. 5, Pg. No. 139, It.No. 12.1.2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth)Borewell depth of 50 to 100 Mtrs (SR 2023-24 Vol-5, P.no-139, I.No-12.1.2) m 487.2 487.2 10.0 False None None False None False 4872.0 0 2969779 98337 None Vol. 5, Pg. No. 113, It.No. 10.1.9 Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. compleate for PVC pipes 160mm dia., 6 kg/sqcm & class 3 (SR 2023-24 Vol-5, P.no-113, I.No-10.1.9) Each 1170.75 1170.75 50.0 False None None False None False 58537.5 0 2969780 98337 None Vol. 5, Pg. No. 155, It.No. 13.28 Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments (SR 2023-24 Vol-5, P.no-155, I.No-13.28) m 577.5 577.5 50.0 False None None False None False 28875.0 0 2969781 98337 None Vol. 5, Pg. No. 113, It.No. 10.1.3 Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. compleate for PVC pipes 50mm dia., 6 kg/sqcm & class 5 (SR 2023-24 Vol-5, P.no-113, I.No-10.1.3) l 106.05 106.05 60.0 False None None False None False 6363.0 0 2969782 98337 None Vol. 5, Pg. No. 113, It.No. 10.1.2 Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. compleate for PVC pipes 32mm dia., 10 kg/sqcm & class 5 (SR 2023-24 Vol-5, P.no-113, I.No-10.1.2) Each 70.35 70.35 80.0 False None None False None False 5628.0 0 2969783 98337 None Vol. 5, Pg. No. 113, It.No. 10.1.1 Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. compleate for PVC pipes 25mm dia, 10 kg/sqcm & class 5 (SR 2023-24 Vol-5, P.no-113, I.No-10.1.1) Each 50.4 50.4 100.0 False None None False None False 5040.0 0 1709887490000 0 None None Buildings Electrical 1647202.46 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2969784 98338 None Part-III P No.1 IT 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 m 66.0 66.0 550.0 False None None False None False 36300.0 0 2969785 98338 None Part-III P No.1 IT 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 m 78.0 78.0 250.0 False None None False None False 19500.0 0 2969786 98338 None Part-III P No.1 IT No. 1.3.1 Supplying heavy gauge PVCConduit 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 m 68.0 68.0 250.0 False None None False None False 17000.0 0 2969787 98338 None Part-III P No.1 IT No. 1.3.2 Supplying heavy gauge PVCConduit 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 m 79.0 79.0 200.0 False None None False None False 15800.0 0 2969788 98338 None Part-III P No.1 IT No. 1.5.1 Supplying and fixing PVC/metal conduit Deep junction box---19/20 mm deep Junction box Each 49.0 49.0 76.0 False None None False None False 3724.0 0 2969789 98338 None Part-III P No.3 IT No. 1.5.2 Supplying and fixing PVC/metal conduit Deep junction box---25 mm deep Junction box Each 56.0 56.0 18.0 False None None False None False 1008.0 0 2969790 98338 None Part-III P No.3 IT No. 1.7.1 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.---upto 50 mm conduit in brick wall m 29.0 29.0 120.0 False None None False None False 3480.0 0 2969791 98338 None Part-III P No.4 IT No. 1.13 Supplying And Fixing Metal Fan Box with Round Hook. No 117.0 117.0 18.0 False None None False None False 2106.0 0 2969792 98338 None Part-III P No.5 IT No. 2.2.1 Point wiring using Copper wire without switch.---Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (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 3Mtr from tapping point to out let via switch box Point 269.0 269.0 22.0 False None None False None False 5918.0 0 2969793 98338 None Part-III P No.5 IT No. 2.2.2 Point wiring using Copper wire without switch.---Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (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 3Mtr upto 6Mtr from tapping point to out let via switch box Point 379.0 379.0 28.0 False None None False None False 10612.0 0 2969794 98338 None Part-III P No.5 IT No. 2.2.3 Point wiring using Copper wire without switch.---Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (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.---Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 555.0 555.0 44.0 False None None False None False 24420.0 0 2969795 98338 None Part-III P No.5 IT 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-694:2010---1.5 mm2 m 26.0 26.0 1650.0 False None None False None False 42900.0 0 2969796 98338 None Part-III P No.5 IT 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-694:2010---2.5 mm2 m 42.0 42.0 1600.0 False None None False None False 67200.0 0 2969797 98338 None Part-III P No.5 IT 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-694:2010---4 mm2 m 63.0 63.0 2000.0 False None None False None False 126000.0 0 2969798 98338 None Part-III P No.5 IT 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-694:2010---6 mm2 m 92.0 92.0 400.0 False None None False None False 36800.0 0 2969799 98338 None Part-III P No.6 IT No. 2.3.6 Main panel ---10 mm2 m 167.0 167.0 60.0 False None None False None False 10020.0 0 2969800 98338 None Part-III P No.8 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---3 Way Each 159.0 159.0 20.0 False None None False None False 3180.0 0 2969801 98338 None Part-III P No.8 IT 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 Each 177.0 177.0 10.0 False None None False None False 1770.0 0 2969802 98338 None Part-III P No.8 IT 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 Each 220.0 220.0 4.0 False None None False None False 880.0 0 2969803 98338 None Part-III P No.8 IT 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 Each 261.0 261.0 10.0 False None None False None False 2610.0 0 2969804 98338 None Part-III P No.8 IT No. 3.4.6 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---10-12 Way Each 319.0 319.0 22.0 False None None False None False 7018.0 0 2969805 98338 None Part-III P No.8 IT 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 Each 161.0 161.0 20.0 False None None False None False 3220.0 0 2969806 98338 None Part-III P No.8 IT 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 Each 175.0 175.0 10.0 False None None False None False 1750.0 0 2969807 98338 None Part-III P No.8 IT 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 Each 234.0 234.0 4.0 False None None False None False 936.0 0 2969808 98338 None Part-III P No.8 IT 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 Each 284.0 284.0 10.0 False None None False None False 2840.0 0 2969809 98338 None Part-III P No.8 IT No. 3.5.6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.---10-12 Module Each 344.0 344.0 22.0 False None None False None False 7568.0 0 2969810 98338 None Part-III P No.9 IT 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 Each 102.0 102.0 132.0 False None None False None False 13464.0 0 2969811 98338 None Part-III P No.9 IT 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 Each 166.0 166.0 12.0 False None None False None False 1992.0 0 2969812 98338 None Part-III P No.9 IT 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 socket Each 171.0 171.0 38.0 False None None False None False 6498.0 0 2969813 98338 None Part-III P No.9 IT 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 Each 357.0 357.0 18.0 False None None False None False 6426.0 0 2969814 98338 None Part-III P No.9 IT No. 3.6.7 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.---16A One Way Switch Each 180.0 180.0 14.0 False None None False None False 2520.0 0 2969815 98338 None Part-III P No.9 IT 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 Each 236.0 236.0 14.0 False None None False None False 3304.0 0 2969816 98338 None Part-III P No.9 IT No. 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.---TV/Telephone Socket Each 156.0 156.0 5.0 False None None False None False 780.0 0 2969817 98338 None Part-III P No.14 IT No.5.7.3 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.---63 A Each 401.0 401.0 4.0 False None None False None False 1604.0 0 2969818 98338 None Part-III P No.17 IT 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 Each 415.0 415.0 24.0 False None None False None False 9960.0 0 2969819 98338 None Part-III P No.17 IT 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 Each 739.0 739.0 6.0 False None None False None False 4434.0 0 2969820 98338 None Part-III P No.18 IT No.5.19.6 Supplying and fixing regular MCB distribution boards on wall/ood 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.---4 Way SP & N Each 1524.0 1524.0 1.0 False None None False None False 1524.0 0 2969821 98338 None Part-III P No.18 IT No.5.19.9 Supplying and fixing regular MCB distribution boards on wall/ood 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.---12 Way SP & N Each 2329.0 2329.0 4.0 False None None False None False 9316.0 0 2969822 98338 None Part-III P No.18 IT No.5.19.11 Supplying and fixing regular MCB distribution boards on wall/ood 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.---III - Double Door---4 Way TP & N Each 4038.0 4038.0 2.0 False None None False None False 8076.0 0 2969823 98338 None Part-III P No.18 IT No.5.18.9 Supplying and fixing regular MCB distribution boards on wall/ood 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.---50-63 A TPN Each 3088.0 3088.0 2.0 False None None False None False 6176.0 0 2969824 98338 None Part-III P No.18 IT No5.20.4 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.---32-40A 2 pole Each 4559.0 4559.0 2.0 False None None False None False 9118.0 0 2969825 98338 None Part-III P No.30 IT No.6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Each 1492.0 1492.0 5.0 False None None False None False 7460.0 0 2969826 98338 None Part-III P No.30 IT 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 Each 2984.0 2984.0 18.0 False None None False None False 53712.0 0 2969827 98338 None Part-III P No.36 IT No.8.3 Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6. m 44.0 44.0 90.0 False None None False None False 3960.0 0 2969828 98338 None Part-III P No.43 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 percent lumen maintenance with CRI less than 80. Power Input: 220-240V@ 50/60Hz & Power factor less than 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 Each 690.0 690.0 46.0 False None None False None False 31740.0 0 2969829 98338 None Part-III P No.48 IT No.12.2.1 Supplying and fixing one of 230 V Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote.---Ding Dong Bell Each 246.0 246.0 2.0 False None None False None False 492.0 0 2969830 98338 None Part-III P No.54IT No.12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm 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 lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 3510.0 3510.0 6.0 False None None False None False 21060.0 0 2969831 98338 None Part-III P No.54 IT No.12.58.2 GI/Copper strips for grounding connections, using necessary fixing materials as required.---GI/Copper strips 25 x 3 mm GI strip m 82.0 82.0 80.0 False None None False None False 6560.0 0 2969832 98338 None Part-III P No.56 IT 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 clamps.---On wall/ ceiling / Rafter / Girders Each 122.0 122.0 40.0 False None None False None False 4880.0 0 2969833 98338 None Part-III P No.57IT No.13.10 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 171.0 171.0 18.0 False None None False None False 3078.0 0 2969834 98338 None Part-III P No.57 IT No.13.14 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire. Each 492.0 492.0 5.0 False None None False None False 2460.0 0 2969835 98338 None Part-III P No.18 IT 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. Each 9255.0 9255.0 1.0 False None None False None False 9255.0 0 2969836 98338 None Part-III P No.19 IT No.5.34 Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. Each 562.0 562.0 3.0 False None None False None False 1686.0 0 2969837 98338 None Part-III P No.19 IT 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. Each 515.0 515.0 3.0 False None None False None False 1545.0 0 2969838 98338 None Part-III P No.17 IT No.5.15.10 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 circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (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.---125 A 25 kA Each 10341.0 10341.0 1.0 False None None False None False 10341.0 0 2969839 98338 None Part-III P No.20 IT 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 m 2465.0 2465.0 1.0 False None None False None False 2465.0 0 2969840 98338 None Part-III P No.20 IT 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 m 305.0 305.0 12.0 False None None False None False 3660.0 0 2969841 98338 None Part-III P No.20 IT No.5.42.1 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 powder coated paint and finally finished with approved colour etc., complete.---14 SWG Sq CM 0.5 0.5 120000.0 False None None False None False 60000.0 0 2969842 98338 None Part-III P No.42 IT No.10.1.7 Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications.---62.5KVA/50kw Each 641071.0 641071.0 1.0 False None None False None False 641071.0 0 2969843 98338 None Part-III P No.42 IT No. 10.2.3 Supply, Erection, testing and commissioning of AMF panel suitable for .....kVA DG set. The panel is of cubical type base/floor mounting control panel with hinged doors, undrilled bottom gland plate, aluminium Bus Bar with the accommodation for .....A 4 pole contactor for alternator with thermal O/L relay,..... A 4 pole contactor for mains, HRC fuse for short circuit protection, Microprocessor based AMF module with supply failure timer, Restoration timer, 3 impulse automatic engine start/stop logic, Mains/generator voltage, ....capacity bypass switch and frequency sensing, PCC 1301controller with water temperature/Lube oil pressure/ engine speed, Voltage/ampere/Frequency/ kVA, Running-hour count, No of starts, Fault indication, over / under speed, Fails to start, Low oil pleasure, High engine temperature, Under/over voltage, over current, Earth fault relay, with indications for Mains on, Load on Mains, Battery charger on Push buttons AMF module by pass Mode, Battery charger unit with inbuilt Auto/Manual and Flat/Boost facility. The complete set shall have sufficient safety and adhere to NEC, NBC 2016, IEC, CPWD specifications, PCB norms and KSGEI Acts and Rules.---62.5 KVA Each 77768.0 77768.0 1.0 False None None False None False 77768.0 0 2969844 98338 None ESCOMs SR P No.13 IT No 32.07 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---25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) Km 139549.0 139549.0 0.3 False None None False None False 41864.7 0 2969845 98338 None ESCOMs SR P No.13 IT No32.15 120 Sqmm, 3.5 Core, (23 GI Strips - 4 x 0.8 mm) Km 456888.72 456888.72 0.1 False None None False None False 45688.872 0 2969846 98338 None ESCOMs SR P No.52 IT No. 21.06 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff---35 to 95 Sqmm Km 31138.54 31138.54 0.3 False None None False None False 9341.562 0 2969847 98338 None ESCOMs SR P No.52 IT No 21.07 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff---120 to 240 Sqmm Km 32277.76 32277.76 0.3 False None None False None False 9683.328 0 2969848 98338 None WSSwPage - 150 item no 13.8.10 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch)suitable for bore well confirming to IS 8034-2000 specifications, to worksite with testing of as per instructions of engineer incharge of work andlatest amendments etc. complete.---30 STG Each 20719.0 20719.0 1.0 False None None False None False 20719.0 0 2969849 98338 None WSSW SR P No.A-32 IT No.239 HDPE pipe grade PE100-PN 10, 63mm m 132.0 132.0 280.0 False None None False None False 36960.0 0 1709887490000 0 None None Buildings Construction of Ground floor 4471636.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2969850 98339 None Vol. 1, Pg. No. 8, It.No. 1.12 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 99.75 99.75 50.524 False None None False None False 5039.769 0 2969851 98339 None Vol. 1, Pg. No. 8, It.No. 1.14.1 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 Cum 107.1 107.1 282.403 False None None False None False 30245.3613 0 2969852 98339 None Vol. 1, Pg. No. 6, It.No. 1.6.1 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 Cum 508.2 508.2 8.488 False None None False None False 4313.6016 0 2969853 98339 None Vol. 1, Pg. No. 15, It.No. 2.1.3 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 43.957 False None None False None False 276421.39665 0 2969854 98339 None Vol. 1, Pg. No. 15, It.No. 2.2.1 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 45.072 False None None False None False 297536.0472 0 2969855 98339 None Vol. 1, Pg. No. 111, It.No. S.l No FORMWORK FOR FOOTING: Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 528.11 528.11 45.072 False None None False None False 23802.97392 0 2969856 98339 None Vol. 1, Pg. No. 15, It.No. 2.4.3 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) Cum 6652.8 6652.8 6.824 False None None False None False 45398.7072 0 2969857 98339 None Vol. 1, Pg. No. A-7, It.No. 2 FORMWORK FOR PLINTH BEAM: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) Cum 3326.4 3326.4 6.824 False None None False None False 22699.3536 0 2969858 98339 None Vol. 1, Pg. No. 16, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 4.882 False None None False None False 35077.9023 0 2969859 98339 None Vol. 1, Pg. No. A-7, It.No. 11 FORMWORK FOR COLUMN FROM FOOTING TO PLINTH TOP: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) Cum 5029.61 5029.61 4.882 False None None False None False 24554.55602 0 2969860 98339 None Vol. 1, Pg. No. 15, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 7.895 False None None False None False 56726.75925 0 2969861 98339 None Vol. 1, Pg. No. A-7, It.No. 2.5.1 FORMWORK FOR COLUMN : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 5029.61 5029.61 7.895 False None None False None False 39708.77095 0 2969862 98339 None Vol. 1, Pg. No. 15, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 10.881 False None None False None False 78181.61715 0 2969863 98339 None Vol. 1, Pg. No. A-7, It.No. FORMWORK FOR LINTEL, SLAB BEAM :Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) Cum 4311.09 4311.09 10.881 False None None False None False 46908.97029 0 2969864 98339 None Vol. 1, Pg. No. 15, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 24.042 False None None False None False 172745.3763 0 2969865 98339 None Vol. 1, Pg. No. A-7, It.No. FORMWORK FOR SLAB : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 3592.58 3592.58 24.042 False None None False None False 86372.80836 0 2969866 98339 None Vol. 1, Pg. No. 15, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 2.7 False None None False None False 19399.905 0 2969867 98339 None Vol. 1, Pg. No. A-7, It.No. FORMWORK FOR STAIRCASE: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 3592.58 3592.58 2.7 False None None False None False 9699.966 0 2969868 98339 None Vol. 1, Pg. No. 15, It.No. 2.5.1 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.497 False None None False None False 17382.8655 0 2969869 98339 None Vol. 1, Pg. No. A-7, It.No. FORMWORK FOR CHAJJA: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 3132.68 3132.68 2.497 False None None False None False 7822.30196 0 2969870 98339 None Vol. 2, Pg. No. 9, It.No. 5.2 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundationand plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 16.844 False None None False None False 117047.2716 0 2969871 98339 None Vol. 1, Pg. No. 7, It.No. 1.9 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 mand lift upto 1.5 m. Cum 279.3 279.3 285.9 False None None False None False 79851.87 0 2969872 98339 None Vol. 1, Pg. No. 18, It.No. 2.11a 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. t 93929.85 93929.85 9.943 False None None False None False 933944.49855 0 2969873 98339 None Vol. 1, Pg. No. 15, It.No. 2.1.6 2.1.6 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6555.15 6555.15 0.271 False None None False None False 1776.44565 0 2969874 98339 None Vol. 2, Pg. No. 13, It.No. 6.2 6.2 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. Cum 8376.9 8376.9 21.549 False None None False None False 180513.8181 0 2969875 98339 None Vol. 2, Pg. No. 14, It.No. 6.15 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. Sqm 1084.65 1084.65 98.793 False None None False None False 107155.82745 0 2969876 98339 None Vol. 2, Pg. No. 86, It.No. 11.34A 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 Kgs 176.4 176.4 655.389 False None None False None False 115610.6196 0 2969877 98339 None Vol. 2, Pg. No. 110, It.No. 12.9 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out 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 size 20mm 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 2mm-2.5mm. 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) Sqm 7070.7 7070.7 23.655 False None None False None False 167257.4085 0 2969878 98339 None Vol. 2, Pg. No. 42, It.No. 8.8 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 389.55 389.55 164.026 False None None False None False 63896.3283 0 2969879 98339 None Vol. 2, Pg. No. 41, It.No. 8.1.1 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 267.75 267.75 383.253 False None None False None False 102615.99075 0 2969880 98339 None Vol. 2, Pg. No. 50, It.No. 8.51 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. Sqm 105.0 105.0 489.78 False None None False None False 51426.9 0 2969881 98339 None Vol. 2, Pg. No. 64, It.No. 9.3 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 5594.4 5594.4 23.301 False None None False None False 130355.1144 0 2969882 98339 None Vol. 2, Pg. No. 62, It.No. 9.21.2 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 1299.9 1299.9 120.359 False None None False None False 156454.6641 0 2969883 98339 None Vol. 2, Pg. No. 64, It.No. 9.36 9.36 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. Sqm 1732.5 1732.5 12.096 False None None False None False 20956.32 0 2969884 98339 None Vol. 2, Pg. No. 63, It.No. 9.24 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 whitecement 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 Sqm 2994.6 2994.6 45.989 False None None False None False 137718.6594 0 2969885 98339 None Vol. 2, Pg. No. 69, It.No. 10.4 10.4 Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in Granite, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Sqm 620.55 620.55 6.0 False None None False None False 3723.3 0 2969886 98339 None Vol. 2, Pg. No. 69, It.No. 10.2 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. Sqm 344.4 344.4 51.06 False None None False None False 17585.064 0 2969887 98339 None Vol. 2, Pg. No. 60, It.No. 9.1 9.10 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 1161.3 1161.3 11.134 False None None False None False 12929.9142 0 2969888 98339 None Vol. 2, Pg. No. 65, It.No. 9.38 9.38 Providing skirting, dadooing, rises of steps with white 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. Sqm 1461.6 1461.6 47.781 False None None False None False 69836.7096 0 2969889 98339 None Vol. 2, Pg. No. 48, It.No. 8.39 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 133.35 133.35 489.78 False None None False None False 65312.163 0 2969890 98339 None Vol. 2, Pg. No. 99, It.No. 12.11 12.11 Providing Honne wood frames of doors, windows, clerestory windows,ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 144977.7 144977.7 0.173 False None None False None False 25081.1421 0 2969891 98339 None Vol. 2, Pg. No. 100, It.No. 12.17 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. 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) Sqm 7439.25 7439.25 8.19 False None None False None False 60927.4575 0 2969892 98339 None Vol. 2, Pg. No. 45, It.No. 8.3 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. Sqm 182.7 182.7 197.41 False None None False None False 36066.807 0 2969893 98339 None Vol. 2, Pg. No. 49, It.No. 8.33.2 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. Sqm 144.9 144.9 20.475 False None None False None False 2966.8275 0 2969894 98339 None Vol. 2, Pg. No. 47, It.No. 8.34.3 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 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. Sqm 52.5 52.5 31.209 False None None False None False 1638.4725 0 2969895 98339 None Vol. 2, Pg. No. 48, It.No. 8.4 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 120.75 120.75 31.209 False None None False None False 3768.48675 0 2969896 98339 None Vol. 2, Pg. No. 104, It.No. 12.51 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. Nos 1066.8 1066.8 4.0 False None None False None False 4267.2 0 2969897 98339 None Vol. 2, Pg. No. 44, It.No. 8.16a 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. Sqm 1299.9 1299.9 8.082 False None None False None False 10505.7918 0 2969898 98339 None Vol. 2, Pg. No. 85, It.No. 11.28 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, Kgs 593.25 593.25 297.459 False None None False None False 176467.55175 0 2969899 98339 None Vol. 2, Pg. No. 59, It.No. 9.6.1 9.6.1 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Sqm 1332.45 1332.45 5.535 False None None False None False 7375.11075 0 2969900 98339 None Vol. 2, Pg. No. 108, It.No. 12.69.2 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hingeswith necessary screws etc.125mm Nos 255.15 255.15 24.0 False None None False None False 6123.6 0 2969901 98339 None Vol. 2, Pg. No. A-25, It.No. 444 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992with necessary screws etc. complete : 125mm Nos 52.5 52.5 24.0 False None None False None False 1260.0 0 2969902 98339 None Vol. 2, Pg. No. 107, It.No. 12.73.2 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming toIS:4992 with necessary screws etc. complete :125mm Nos 46.2 46.2 6.0 False None None False None False 277.2 0 2969903 98339 None Vol. 2, Pg. No. A-20, It.No. 274 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete Nos 365.4 365.4 4.0 False None None False None False 1461.6 0 2969904 98339 None Vol. 2, Pg. No. 107, It.No. 12.63 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 136.5 136.5 6.0 False None None False None False 819.0 0 2969905 98339 None Vol. 2, Pg. No. A-36, It.No. 804 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 Code No : 0548) Nos 2.1 2.1 1000.0 False None None False None False 2100.0 0 2969906 98339 None SERWS Approved Rate Ltr No-2322 Dt. 10-1-2019. Providing and Fixing High Pressure -Pump 2/15 App Rates by RWS Circle Belagavi Vide Ltr No-2322 Dated: 10-1-2019. (Pno-2 Sl no-15 ) Each 31678.5 31678.5 2.0 False None None False None False 63357.0 0 2969907 98339 None Vol. 2, Pg. No. 49, It.No. 8.44 Floor painting with floor enamel paint of approved brand and manu facture of required colour to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (SR 2023-24, vol-2, P.no-49, I.no-8.44) Sqm 144.9 144.9 1526.735 False None None False None False 221223.9015 0 2969908 98339 None Vol. 2, Pg. No. 49, It.No. 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer in charge (SR 2023-24, vol-2, P.no-49, I.no-8.45.2) Sqm 181.65 181.65 48.08 False None None False None False 8733.732 0 2969909 98339 None Vol. 2, Pg. No. 206, It.No. 20.91 External sweeping and terrace cleaning - Cleaning of outer periphery like roads footpaths curb stones terrace including removing grass dust etc., to the nearest garbage pit using suitable coconut broomstic,bombay broomstick, squezers /wipers /rubberbru Sqm 1.05 1.05 1150.435 False None None False None False 1207.95675 0 1709887490000 0 None None Buildings Construction of First floor 3120492.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2969910 98340 None Vol. 1, Pg. No. 16, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7257.0 7257.0 7.895 False None None False None False 57294.015 0 2969911 98340 None Vol. 1, Pg. No. A-7, It.No. 11 FORMWORK FOR COLUMN FROM Ground Floor slab to First Floor Slab Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 5079.9 5079.9 7.895 False None None False None False 40105.8105 0 2969912 98340 None Vol. 1, Pg. No. 16, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7257.0 7257.0 11.274 False None None False None False 81815.418 0 2969913 98340 None Vol. 1, Pg. No. A-7, It.No. FORMWORK FOR LINTEL,FIRST FLOOR SLAB BEAM Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 4354.2 4354.2 11.274 False None None False None False 49089.2508 0 2969914 98340 None Vol. 1, Pg. No. 16, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7257.0 7257.0 24.042 False None None False None False 174472.794 0 2969915 98340 None Vol. 1, Pg. No. A-7, It.No. FORMWORK FOR FIRST FLOOR SLAB Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate Cum 3628.5 3628.5 24.042 False None None False None False 87236.397 0 2969916 98340 None Vol. 1, Pg. No. 16, It.No. 2.5.2 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7257.0 7257.0 2.369 False None None False None False 17191.833 0 2969917 98340 None Vol. 1, Pg. No. A-7, It.No. FORMWORK FOR STAIRCASE Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate Cum 3628.5 3628.5 2.369 False None None False None False 8595.9165 0 2969918 98340 None Vol. 1, Pg. No. 15, It.No. 2.5.1 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7031.12 7031.12 2.364 False None None False None False 16621.56768 0 2969919 98340 None Vol. 1, Pg. No. A-7, It.No. FORMWORK FOR CHAJJA Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate Cum 3164.0 3164.0 2.364 False None None False None False 7479.696 0 2969920 98340 None Vol. 1, Pg. No. 18, It.No. 2.11a 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. t 94869.15 94869.15 6.143 False None None False None False 582781.18845 0 2969921 98340 None Vol. 1, Pg. No. 15, It.No. 2.1.6 2.1.6 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 136 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6620.7 6620.7 0.578 False None None False None False 3826.7646 0 2969922 98340 None Vol. 2, Pg. No. 13, It.No. 6.2 6.2 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 16 (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. Cum 8460.67 8460.67 20.045 False None None False None False 169594.13015 0 2969923 98340 None Vol. 2, Pg. No. 14, It.No. 6.15 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 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. Sqm 1095.5 1095.5 139.922 False None None False None False 153284.551 0 2969924 98340 None Vol. 2, Pg. No. 86, It.No. 11.34A 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 Kgs 178.16 178.16 584.01 False None None False None False 104047.2216 0 2969925 98340 None Vol. 2, Pg. No. 110, It.No. 12.9 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out 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 size 20mm 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 2mm-2.5mm. 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) Sqm 7141.41 7141.41 32.383 False None None False None False 231260.28003 0 2969926 98340 None Vol. 2, Pg. No. 42, It.No. 8.8 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 16 (1 cement 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 393.45 393.45 150.926 False None None False None False 59381.8347 0 2969927 98340 None Vol. 2, Pg. No. 41, It.No. 8.1.1 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 270.43 270.43 503.715 False None None False None False 136219.64745 0 2969928 98340 None Vol. 2, Pg. No. 50, It.No. 8.51 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. Sqm 106.05 106.05 597.426 False None None False None False 63357.0273 0 2969929 98340 None Vol. 2, Pg. No. 64, It.No. 9.3 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints finished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 5650.34 5650.34 15.12 False None None False None False 85433.1408 0 2969930 98340 None Vol. 2, Pg. No. 62, It.No. 9.21.2 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm Sqm 1312.9 1312.9 110.426 False None None False None False 144978.2954 0 2969931 98340 None Vol. 2, Pg. No. 64, It.No. 9.36 9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 16, 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. Sqm 1749.82 1749.82 7.032 False None None False None False 12304.73424 0 2969932 98340 None Vol. 2, Pg. No. 63, It.No. 9.24 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 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with whitecement 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 Sqm 3024.54 3024.54 32.031 False None None False None False 96879.04074 0 2969933 98340 None Vol. 2, Pg. No. 69, It.No. 10.4 10.4 Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in Granite, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Sqm 626.75 626.75 2.0 False None None False None False 1253.5 0 2969934 98340 None Vol. 2, Pg. No. 69, It.No. 10.2 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. Sqm 347.84 347.84 33.62 False None None False None False 11694.3808 0 2969935 98340 None Vol. 2, Pg. No. 60, It.No. 9.1 9.10 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 13 (1 cement 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. Sqm 1172.91 1172.91 18.39 False None None False None False 21569.8149 0 2969936 98340 None Vol. 2, Pg. No. 65, It.No. 9.38 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 13 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. Sqm 1476.22 1476.22 57.3 False None None False None False 84587.406 0 2969937 98340 None Vol. 2, Pg. No. 48, It.No. 8.39 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 134.68 134.68 597.426 False None None False None False 80461.33368 0 2969938 98340 None Vol. 2, Pg. No. 99, It.No. 12.11 12.11 Providing Honne wood frames of doors, windows, clerestory windows,ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 146427.48 146427.48 0.344 False None None False None False 50371.05312 0 2969939 98340 None Vol. 2, Pg. No. 100, It.No. 12.17 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. 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) Sqm 7513.64 7513.64 15.75 False None None False None False 118339.83 0 2969940 98340 None Vol. 2, Pg. No. 108, It.No. 12.83.2 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (toleranceplus or minus1mm), with wall thickness 2.0 mm (plus or minus 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (plus or minus 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge Rmtr 253.46 253.46 20.4 False None None False None False 5170.584 0 2969941 98340 None Vol. 2, Pg. No. 104, It.No. 12.53 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. Sqm 1684.07 1684.07 7.56 False None None False None False 12731.5692 0 2969942 98340 None Vol. 2, Pg. No. 45, It.No. 8.3 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. Sqm 184.53 184.53 173.006 False None None False None False 31924.79718 0 2969943 98340 None Vol. 2, Pg. No. 49, It.No. 8.33.2 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. Sqm 146.35 146.35 39.375 False None None False None False 5762.53125 0 2969944 98340 None Vol. 2, Pg. No. 47, It.No. 8.34.3 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 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. Sqm 53.03 53.03 27.81 False None None False None False 1474.7643 0 2969945 98340 None Vol. 2, Pg. No. 48, It.No. 8.4 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 121.96 121.96 27.81 False None None False None False 3391.7076 0 2969946 98340 None Vol. 2, Pg. No. 104, It.No. 12.51 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 136 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. Nos 1077.47 1077.47 8.0 False None None False None False 8619.76 0 2969947 98340 None Vol. 2, Pg. No. 44, It.No. 8.16a 8.16a Providing lath plaster with cement mortar 13, 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. Sqm 1312.9 1312.9 8.082 False None None False None False 10610.8578 0 2969948 98340 None Vol. 2, Pg. No. 85, It.No. 11.28 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, Kgs 599.18 599.18 172.5 False None None False None False 103358.55 0 2969949 98340 None Vol. 2, Pg. No. 91, It.No. 11.44 11.44 Providing and fixing double glazed hermetically sealed glazing in aluminium windows,ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap,including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 4607.87 4607.87 35.0 False None None False None False 161275.45 0 2969950 98340 None Vol. 2, Pg. No. 108, It.No. 12.69.2 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hingeswith necessary screws etc.125mm Nos 257.7 257.7 48.0 False None None False None False 12369.6 0 2969951 98340 None Vol. 2, Pg. No. A-25, It.No. 444 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS4992with necessary screws etc. complete 125mm Nos 53.03 53.03 48.0 False None None False None False 2545.44 0 2969952 98340 None Vol. 2, Pg. No. 107, It.No. 12.73.2 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming toIS4992 with necessary screws etc. complete 125mm Nos 46.66 46.66 8.0 False None None False None False 373.28 0 2969953 98340 None Vol. 2, Pg. No. A-20, It.No. 274 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete Nos 369.05 369.05 8.0 False None None False None False 2952.4 0 2969954 98340 None Vol. 2, Pg. No. 107, It.No. 12.63 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 137.87 137.87 8.0 False None None False None False 1102.96 0 2969955 98340 None Vol. 2, Pg. No. A-36, It.No. 804 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 Code No 0548) Nos 2.12 2.12 2500.0 False None None False None False 5300.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709887490000 1 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709887490000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1709887490000 1 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 1710139344000 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 1710139349000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- and Max Rs.7500/-) soon after contract has been issued to bidder. None 1710139355000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1710139359000 0 None None ELIGIBILITY As per karnataka state government order LD/300/LET/2006 Bangalore dated 01-01-2007 and Govt letter No.PW/134/BMS /2007/dated 27-07-2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1710139364000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1710139370000 0 None None ELIGIBILITY All the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose. None 1710139375000 0 None None ELIGIBILITY Earnest Money Deposit will have to be in any one of the forms as per the instructions in the bid document and shall have to be valid for 45 days beyond the validity of the tender. None 1710139381000 0 None None ELIGIBILITY The Tenderer should submit proposed methodology and program of construction, backed with equipment and materials duly supported with broad calculations and quality management, plan, proposed to be adopted, justifying of execution and completion of the work as per technical specifications within the stipulated period of completion. None 1710139387000 0 None None ELIGIBILITY Department will not supply any materials. None 1710139396000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1710139409000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E-Procurement Portal. None 1710139413000 0 None None ELIGIBILITY The Employer reserves the right to reject one or all tender without assigning any reasons. None 1710139418000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division Belagavi during office hours on all working days. It may be noted that if any of the dates mentioned above happens to be a holiday next working day will hold good in lieu of the dates mentioned. None 1710139433000 0 None None ELIGIBILITY The contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 inrespect of of the employees angaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund. None 1710139442000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept. None 1710139448000 0 None None ELIGIBILITY All materials required for the work shall be procured by the tenderer himself and should be got tested by the quality control authorities at his own cost before use on work. None 1710139456000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1710139462000 0 None None ELIGIBILITY The tenderer shall obtain the workdone certificate in the prescribed format from the competent Authority Not Below the Rank of Executive Engineer (District level Officer) and scan the original Certificate and attach the scanned file Certificate. Certificates shall be produced to the Executive Engineer. None 1710139475000 0 None None ELIGIBILITY All the items include all Leads and Lifts,Loading and Unloading,Cost of materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and other incidental items which are necessary for the successful completion of the work. None 1710139483000 0 None None ELIGIBILITY The tenderer shall scan the original ownership document/ lease / hire committment Agreement scanned file to be attached to the Bid. The Original Documents shall be produced & copies attested by Notary/Officer not below the rank of Executive Engineer and shall be submitted to the Executive Engineer. None 1710139490000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty charges on Construction materials and other taxes as applicable. None 1710139495000 0 None None ELIGIBILITY Physical quantities requirement to qualify the Tenderer is 80% of the estimated quantity as per Govt Order No. .PW/630/CRM/2014 Bangalore Dated: 17-11-2014 None 1710139500000 0 None None ELIGIBILITY The Tenderer must submit uploaded documents duly attested by Gazzeted Officer not below the rank of Executive Engineer and also produce original documents to the Executive Engineer for confirmation. None 1710139507000 0 None None ELIGIBILITY GST shall be paid separately as per Govt. Ltr .No. PWD:65:RDF:2017, dated: 11.10.2018 & will be added to the contract amount separately at the Rate of 18% as per the Government Letter No. FD 447 Expenditure-12/2022, dt. 30.07.2022. None 1710139513000 0 None None ELIGIBILITY The Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time None 1710139517000 0 None None ELIGIBILITY THE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA.ANY JUNK, SUPERFLOUS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTED None 1710139525000 0 None None ELIGIBILITY The Project Completion Period is 11 (Eleven) Months and the tenderer should maintain the work during the Defects Liability Period of 1 YEAR after completion of work, the DLP is applicable to all the items executed in main work. None 1710139533000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1710139538000 0 None None ELIGIBILITY The tenderer should be a KPWD registered Class-II and Above Contractor None 1710139543000 0 None None ELIGIBILITY Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered None 1710139559000 0 None None ELIGIBILITY APPEAL: As per Govt Ltr No: 572/CRM (2020) (E) Dtd: 03.10.2020 the Appeals received in E-Procurement as per KTPP Act / Rules within the stipulated time will only be considered. Any written appeal received shall not be considered. None 1710139567000 0 None None ELIGIBILITY STAR rates (Star Rates are applicable for this work as per Govt. Circular No. PWD/159/CRM/2009, dt. 30.09.2010) None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 and 2022-23 Achieved in at least two financial years an annual financial turnover (in all classes of civil engineering construction works only) of Rs.256.31 Lakhs. 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 his name should have in the last five years 2018-19, 2019-20, 2020-21, 2021-22 and 2022-23 Satisfactorily completed, as prime contractor, at least one similar nature of work such as Construction of Building work of value not less than Rs.64.08 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 his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 and 2022-23 executed the following minimum quantities of work Earthwork excavation in foundation 502 Cum, Concrete works (inlcuding PCC/RCC)- 162 Cum, BBM/SSM/AAC Blocks/Similar Masonry work- 250 Cum, Plastering - 1112 sqm, Laying of tiles (Flooring/skirting/daoding) 478 Sqm, Steel Reinforcement- 13.31Tonne. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate 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 work, if work is awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel None None None None Information on works which are yet to be completed, Information of the works for which Tender Acceptance letters are recieved, Information of the works for which Tenderer has submitted Tender, Information on litigation in which the Tenderer is involved Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Formats enclosed with this NIT 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 -- 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 equal to ( AxNx1.5 - B ) where A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2022-23 price level) taking into account the completed as well as works in progress. 0.917 Year where B equal to Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.917 Year form the probable date of Award of this contract. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation Sheet on letter head None None None None Latest Income Tax Clearance Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned Copy of ITC Certificate None None None None Each Tenderer should further demonstrate- liquid assets and/or availability of credit facilities of not less than Rs.34.95 Lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. (Enclosed with this NIT under Forms of Bid qualification information as per Govt. Circular No. FD-CAM/16/2022(P-2), dated. 22.08.2022). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers Certificate None None None None The tenderer should be a KPWD registered Class-II and Above Contractor Financial Status None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None The EMD of Rs. 2,00,000.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs. 1,00,000.00 by e -payment Part (2) Rs.1,00,000.00 EMD shall be in the form of Bank Guarantee and shall be scanned and uploaded along with the technical Bid. The original Bank Guarantee should be handed over to the Executive Engineer before the prescribed date and time of opening of the Bids. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- The original Bank Guarantee should be handed over to the Executive Engineer before the prescribed dt None None None None 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/Manufacturers specification. Excavator (Hydraulic Excavator/Backhoe Loader) Hired 1 No., Tipper Own 1 No., -Hired 1 No., Self Loading Concrete Mixer with weigh batch /Mechanical concrete mixer with hopper Own 1 No, - Hired 1 No, Centering and shuttering Materials Own 100 dqm -Hired 100 sqm., Water Tanker Hired 2 Nos. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Should scan and attach the requisite ownership documents/ hire/lease agreement with the Bid and original copies should produced before EE PWD Dn. Bgm. None None None None Constitutional and Legal Status of the Tenderer Others Legal Status of the Tenderer createdTs version createdDate modifiedDate documentName None None None None Others -- Copy of registration Document None None None None Principal Place of Business (Full address) Others Null createdTs version createdDate modifiedDate documentName None None None None Others -- Address proof, with declaration on Bidders letter head None None None None Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers and Bankers Others Bankers Details createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Letter Head of the tenderer None None None None The 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 Others CPM-PERT createdTs version createdDate modifiedDate documentName None None None None Others -- CPM-PERT Chart None None None None Information on litigation in which the Tenderer is involved Others Litigations createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 10 None None None None Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered Others UDIN createdTs version createdDate modifiedDate documentName None None None None Others -- UDIN no Given by CA
tenderCriterionDocumentList	documentName optional documentTypeText Contractors KPWD Registration Certificate True Technical Bid Annual Turnover Certificate from CA from 2018-19 to 2022-23 True Technical Bid Work done certificate from Competent authority from Rank of Executive Engineer and above True Technical Bid Work Done Certificate for Similar Nature of Work Done from Competent authority from Rank of Executive Engineer and above True Technical Bid Name and Address of Contractor for Communication True Technical Bid Liquid assets or availability of credit facilities in form of Credit lines/letter of credit/ certificates from the banks True Technical Bid Availability Machinery/ Equipments by owning/Hire/Lease basis True Technical Bid UDIN is Preffered True Technical Bid List of ongoing works/ Works in Hand True Technical Bid Filled froms enclosed with NIT True Technical Bid Bid capacity on Letter head True Technical Bid Profit and Loss A/C Statement True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1710167846000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer, PWD Division office, Killa (Fort), Belagavi street None city Belagavi state Karnataka pin 590016
tenderRecallDTO	None