createdTs	None
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noticeInvitingTenderDTO	createdTs 1710392634634 version 15 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 389000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 22-03-2024 17:00:00 tenderQueryClose 20-03-2024 17:30:00 technicalBidOpen 25-03-2024 16:30:00 publishedDate 15-03-2024 16:46:44 publishedByPost PWD_EE_DIV_CKD publishedByUser KPE15950 - SUNILKUMAR N BALOL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 22-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Shri.Sunilkumar N Balol EE PWD Division Chikodi splitEmdRequiredYn True emdBankGuarantee 289000.00 emdCash 100000.00 bgValidityPeriod 45 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 8338273859 mobileNumber 8338273859 tenderSupplierList None
tenderSchedule	createdTs 1710392634666 version 20 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT9796 title PROPOSED CONSTRUCTION OF FIRST GRADE COLLEGE BUILDING AT SADALGA TOWN IN CHIKKODI TALUKA OF BELAGAVI DIST UNDER HOA 8443-DEPOSIT CONTRIBUTION FOR THE YEAR OF 2023-24 description PROPOSED CONSTRUCTION OF FIRST GRADE COLLEGE BUILDING AT SADALGA TOWN IN CHIKKODI TALUKA OF BELAGAVI DIST UNDER HOA 8443-DEPOSIT CONTRIBUTION FOR THE YEAR OF 2023-24 category WORKS categoryText Works ecv 25897070.91 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1686 locationName PWD Division Office Chikkodi provisionalAmount 32500000.0 groupOverheadTotal 0.0 fileNumber KPWD/CKD/2023-24/COLLEGE/325
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710392635000 0 None None Buildings PROPOSED CONSTRUCTION OF FIRST GRADE COLLEGE BUILDING AT SADALGA TOWN IN CHIKKODI TALUKA OF BELAGAVI DIST DURING 2023-24. 10274185.57 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3059343 103869 None PWD SR2023-24 Vol.1, P.No.8,I.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( Vol.1, P.No.8,I.No.1.12) ---- including cost of all materials, labor ,HOM,l CUBIC METER 97.85 97.85 132.12 False None None False None False 12927.942 0 3059344 103869 None PWD SR2023-24 VOL 1 P.NO 8 INO 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 ( Vol.1, P.No.8,I.No.1.14.1) ---- including cost of all materials, labor ,HOM,l Cum 105.06 105.06 295.79 False None None False None False 31075.6974 0 3059345 103869 None PWD SR2023-24 VOL 1 P NO. 15,INO.2.1.3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth ( Vol.1, P.No.8,I.No.1.15.1) ---- including cost of all materials, labor ,HOM,l Cum 373.89 373.89 134.46 False None None False None False 50273.2494 0 3059346 103869 None PWD SR2023-24 Vol.1, P.No.15,I.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( Vol.1, P.No.15,I.No.2.1.3) ---- including cost of all materials, labor ,HOM,l Cum 6168.67 6168.67 102.0 False None None False None False 629204.34 0 3059347 103869 None PWD SR2023-24 Vol.1, P.No.15,I.No.2.2.3 2.2.3 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( Vol.1, P.No.15,I.No.2.2.3) ---- including cost of all materials, labor ,HOM,l Cum 6526.08 6526.08 101.68 False None None False None False 663571.8144 0 3059348 103869 None PWD SR2023-24VOL 1 P NO. A7 INO.2.2.3 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( Vol.1, P.No.A-7,I.No.2.2.3) ---- including cost of all materials, labor ,HOM,l Cum 522.09 522.09 101.68 False None None False None False 53086.1112 0 3059349 103869 None PWD SR2023-24Vol.1, P.No.16,I.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) ( Vol.1, P.No.16,I.No.2.4.3) ---- including cost of all materials, labor ,HOM,l Cum 6526.08 6526.08 27.71 False None None False None False 180837.6768 0 3059350 103869 None PWD SR2023-24Vol.1, P.No.16,I.No.2.5.2 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) ( Vol.1, P.No.A-7,I.No.2.4.3) 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( Vol.1, P.No.16,I.No.2.5.2) ---- including cost of all materials, labor ,HOM,l Cum 4568.26 4568.26 7.62 False None None False None False 34810.1412 0 3059351 103869 None PWD SR2023-24Vol.1, P.No.A-7,I.No.2.4.3 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) ( Vol.1, P.No.A-7,I.No.2.4.3) ---- including cost of all materials, labor ,HOM,l Cum 3263.04 3263.04 20.1 False None None False None False 65587.104 0 3059352 103869 None PWD SR2023-24Vol.1, P.No.16,I.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( Vol.1, P.No.16,I.No.2.5.2) ---- including cost of all materials, labor ,HOM,l Cum 7048.29 7048.29 129.48 False None None False None False 912612.5892 0 3059353 103869 None PWD SR2023-24VOL 1 P. NO. A 7 I. NO.2.5.2 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 70% of the rate of above concrete item ---- including cost of all materials, labor ,HOM,l Cum 4933.8 4933.8 20.27 False None None False None False 100008.126 0 3059354 103869 None PWD SR2023-24VOL 1 P.NO. A 7 I.NO. 2.5.2 60 PERCENTAGE of the rate of above concrete quantity as per item no 10 ---- including cost of all materials, labor ,HOM,l Cum 4228.97 4228.97 24.84 False None None False None False 105047.6148 0 3059355 103869 None PWD SR2023-24vol. 1 p.no. A 7 I.No. 2.5.2 50 Percentage of the rate of above concrete item quantity as per item no 10 ---- including cost of all materials, labor ,HOM,l Cum 3524.15 3524.15 76.88 False None None False None False 270936.652 0 3059356 103869 None PWD SR2023-24Vol. 1 P.No. A 7 I.No. 2.5.2 50 Percentage of the rate of above concrete item quantity as per item no 10 ---- including cost of all materials, labor ,HOM,l Cum 3524.15 3524.15 5.32 False None None False None False 18748.478 0 3059357 103869 None PWD SR2023-24vol 1 P.No. A 7 I.No. 2.5.1 45 percentage of the rate of above concrete item quantity as per item no 10 ---- including cost of all materials, labor ,HOM,l Cum 3171.73 3171.73 2.17 False None None False None False 6882.6541 0 3059358 103869 None PWD SR V-2 P.No. 9I.No.5.3 Rubble Stone Msonry 5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand ---- including cost of all materials, labor ,HOM,l Cum 6391.15 6391.15 54.75 False None None False None False 349915.4625 0 3059359 103869 None PWD SR2023-Vol.1, P.No.7,I.No.1.11 Murrum Filling 1.11 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.( Vol.1, P.No.7,I.No.1.11)Murrum Filling up to ground level Quantity Vide as Per Item No 2 Murrum Filling up to Plinth ---- including cost of all materials, labor ,HOM,l Cum 445.99 445.99 471.33 False None None False None False 210208.4667 0 3059360 103869 None PWD SR2023-24Vol.1, P.No.18,I.No.2.11 a. Buildings 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ( Vol.1, P.No.18,I.No.2.11) a. Buildings ---- including cost of all materials, labor ,HOM,l Tonne 92140.71 92140.71 27.09 False None None False None False 2496091.8339 0 3059361 103869 None PWD Vol.1, P.No.15,I.No.2.1.4) PCC For Window Sill 2.1.4 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( Vol.1, P.No.15,I.No.2.1.4) PCC For Window Sill ---- including cost of all materials, labor ,HOM,l Cum 6403.51 6403.51 3.169 False None None False None False 20292.72319 0 3059362 103869 None PWD SR V-2 P.No. 14 I.No.6.8) BBM 230 Thk 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD SR V-2 / P.No. 14 I.No.6.8) BBM 230 Thk ---- including cost of all materials, labor ,HOM,l Cum 8208.07 8208.07 91.74 False None None False None False 753008.3418 0 3059363 103869 None PWD Vol.2, P.No.86,I.No.11.34A)MS Grill For Window 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( Vol.2, P.No.86,I.No.11.34A)MS Grill For Window ---- including cost of all materials, labor ,HOM,l Kg 173.04 173.04 1159.92 False None None False None False 200712.5568 0 3059364 103869 None PWD SR2023-24Vol.2, P.No.112, I.No.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 Vol.2, P.No.112 I.No.12.90 Window Vent ---- including cost of all materials, labor ,HOM,l Sqm 6936.02 6936.02 47.88 False None None False None False 332096.6376 0 3059365 103869 None PWD SR2023-24Volume 2 Page No 110 Item No. 12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC Matching to RAL-9016 sections and with minimum TiO2Titanium Dioxide at 6 PHR with TPE Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm Maximum possible size 1219mm x 1219mm. The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made Volume 2 Page No 110 Item No. 12.84 ---- including cost of all materials, labor ,HOM,l Sqm 5173.69 5173.69 16.56 False None None False None False 85676.3064 0 3059366 103869 None PWD SR2023-24Vol.2, P.No.42,I.No.8.8 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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.( Vol.2, P.No.42,I.No.8.8) ---- including cost of all materials, labor ,HOM,l Sqm 364.62 364.62 101.21 False None None False None False 36903.1902 0 3059367 103869 None Vol.2, P.No.42,I.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.( Vol.2, P.No.42,I.No.8.8) ---- including cost of all materials, labor ,HOM,l Sqm 382.13 382.13 486.34 False None None False None False 185845.1042 0 3059368 103869 None PWD SR2023-24Vol.2, P.No.41,I.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.( Vol.2, P.No.41,I.No.8.1.1)Internal Wall Plaster ---- including cost of all materials, labor ,HOM,l Sqm 262.65 262.65 791.87 False None None False None False 207984.6555 0 3059369 103869 None PWD SR2023-24Vol.2, P.No.50,I.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.( Vol.2, P.No.50,I.No.8.51) ---- including cost of all materials, labor ,HOM,l Sqm 103.0 103.0 1170.0 False None None False None False 120510.0 0 3059370 103869 None PWD SR2023-24Vol.2, P.No.64,I.No.9.30) 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. Vol.2, P.No.64,I.No.9.30) ---- including cost of all materials, labor ,HOM,l Sqm 5487.84 5487.84 57.41 False None None False None False 315056.8944 0 3059371 103869 None PWD SR2023-24Vol.2, P.No.63,I.No.9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm average thick base of cement mortar 1:4 1 cement : 4 coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Vol.2, P.No.63,I.No.9.23 Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. ---- including cost of all materials, labor ,HOM,l Sqm 2539.98 2539.98 224.18 False None None False None False 569412.7164 0 3059372 103869 None PWD SR2023-24Vol.2, P.No.62,I.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 Vol.2, P.No.62,I.No.9.21.2 ---- including cost of all materials, labor ,HOM,l Sqm 1275.14 1275.14 291.46 False None None False None False 371652.3044 0 3059373 103869 None PWD SR2023-24Vol.2, P.No.46,I.No.8.33.1 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) ( Vol.2, P.No.46,I.No.8.33.1) ---- including cost of all materials, labor ,HOM,l Sqm 162.74 162.74 1170.0 False None None False None False 190405.8 0 3059374 103869 None PWD SR2023-24Vol.2, P.No.99,I.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.( Vol.2, P.No.99,I.No.12.11) Door Frame ---- including cost of all materials, labor ,HOM,l Cum 142216.22 142216.22 0.353 False None None False None False 50202.32566 0 3059375 103869 None PWD SR2023-24Vol.2, P.No.105,I.No.12.57.8) 12.57.8 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. ( excluding cost of fixtures )-do- 40 mm thick one side teak and one side commerical( Vol.2, P.No.105,I.No.12.57.8) Door Shutters ---- including cost of all materials, labor ,HOM,l Sqm 4429.0 4429.0 17.22 False None None False None False 76267.38 0 3059376 103869 None PWD SR2023-24Vol.2, P.No.46,I.No.8.30) 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.( Vol.2, P.No.46,I.No.8.30) Quantity vide as Per 20 mm & 18mm plaster ---- including cost of all materials, labor ,HOM,l Sqm 179.22 179.22 587.55 False None None False None False 105300.711 0 3059377 103869 None PWD SR2023-24Vol.2, P.No.46,I.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.( Vol.2, P.No.46,I.No.8.33.2) Painting for Wood Surface ---- including cost of all materials, labor ,HOM,l Sqm 142.14 142.14 15.04 False None None False None False 2137.7856 0 3059378 103869 None PWD SR V-2 2021-22 P.No. 47 I.No.8.33.3 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 47 I.No.8.33.3) Enamel Metal Paint ---- including cost of all materials, labor ,HOM,l Sqm 143.17 143.17 64.44 False None None False None False 9225.8748 0 3059379 103869 None PWD SR2023-24Vol.2, P.No.104,I.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. ( Vol.2, P.No.104,I.No.12.51) Fixing Door Frame ---- including cost of all materials, labor ,HOM,l No 1046.48 1046.48 7.0 False None None False None False 7325.36 0 3059380 103869 None PWD SR2023-24Vol.2, P.No.44,I.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.( Vol.2, P.No.44,I.No.8.16a) Lath plaster ---- including cost of all materials, labor ,HOM,l Sqm 1275.14 1275.14 35.47 False None None False None False 45229.2158 0 3059381 103869 None Quotation rate For Class room 1,2 & 3 Providing and fixing Green board for class room (Quotation rate)For Class room 1,2 & 3 ---- including cost of all materials, labor ,HOM,l Nos 8136.0 8136.0 3.0 False None None False None False 24408.0 0 3059382 103869 None PWD SR2023-24Vol.2, P.No.85,I.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,( Vol.2, P.No.85,I.No.11.28) Stainless Steel Railing ---- including cost of all materials, labor ,HOM,l Kgs 581.95 581.95 163.2 False None None False None False 94974.24 0 3059383 103869 None PWD SR2023-24Vol.2, P.No.59,I.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 Vol.2, P.No.59,I.No.9.6.1 Chequered mosic tiles ---- including cost of all materials, labor ,HOM,l Sqm 1307.07 1307.07 12.6 False None None False None False 16469.082 0 3059384 103869 None PWD SR2023-24Vol.2, P.No.106,I.No.12.69.1) 12.69.1 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.150mm( Vol.2, P.No.106,I.No.12.69.1) Providing and fixing following fixtures to doors and windows. ---- including cost of all materials, labor ,HOM,l Nos 282.22 282.22 56.0 False None None False None False 15804.32 0 3059385 103869 None Material Components P.No -A25 I.No 444 ) Providing and fixing Hold fasts for doors etc complete ( Material Components P.No -A25 I.No 444 ) ---- including cost of all materials, labor ,HOM,l Nos 51.5 51.5 42.0 False None None False None False 2163.0 0 3059386 103869 None PWD SR2023-24Vol.2, P.No.106,I.No.12.69.1) 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm( Vol.2, P.No.106,I.No.12.69.1) ---- including cost of all materials, labor ,HOM,l Nos 45.32 45.32 14.0 False None None False None False 634.48 0 3059387 103869 None Material Components P.No - A20 I.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 ( Material Components P.No - A20 I.No 274 ) ---- including cost of all materials, labor ,HOM,l Nos 358.44 358.44 7.0 False None None False None False 2509.08 0 3059388 103869 None PWD SR2023-24Vol-2P.No - 105 I.No 12.63 ) 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete(Vol-2P.No - 105 I.No 12.63 ) ---- including cost of all materials, labor ,HOM,l Nos 133.9 133.9 14.0 False None None False None False 1874.6 0 3059389 103869 None Material Components P.NoA 28 I.No548 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) ---- including cost of all materials, labor ,HOM,l Kgs 69.01 69.01 5.0 False None None False None False 345.05 0 3059390 103869 None PWD SR2023-24Vol-2 P.No - 14 I.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.(Vol-2 P.No - 14 I.No 6.15 )BBM Partation Wall ---- including cost of all materials, labor ,HOM,l Sqm 1063.99 1063.99 67.3 False None None False None False 71606.527 0 3059391 103869 None PWD SR2023-24Vol-2 P.No - 60 I.No 9.11) 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.(Vol-2 P.No - 60 I.No 9.11)Ceramic Tiles Flooring ---- including cost of all materials, labor ,HOM,l Sqm 915.67 915.67 15.12 False None None False None False 13844.9304 0 3059392 103869 None PWD SR2023-24Vol-2 P.No - 65 I.No 9.39) 9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.(Vol-2 P.No - 65 I.No 9.39)Ceramic Tiles Dado ---- including cost of all materials, labor ,HOM,l Sqm 1492.47 1492.47 84.19 False None None False None False 125651.0493 0 3059393 103869 None PWD SR2023-24Vol-2 P.No - 108 I.No 12.83.2 ) Door Frame 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below tolerance 1mm, with wall thickness 2.0 mm 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 ( 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 Vol 2 P.No 108 I.No 12.83.2 ---- including cost of all materials, labor ,HOM,l Sqm 246.17 246.17 35.7 False None None False None False 8788.269 0 3059394 103869 None PWD SR2023-24Vol-2 P.No - 104 I.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.(Vol-2 P.No - 104 I.No 12.53 )Door Shutters ---- including cost of all materials, labor ,HOM,l Sqm 1635.64 1635.64 11.03 False None None False None False 18041.1092 0 1710392635000 0 None None Buildings PROPOSED CONSTRUCTION OF FIRST GRADE COLLEGE BUILDING AT SADALGA TOWN (firstfloor) 6554748.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3059395 103870 None PWD SR2023-24Vol.1, P.No.16,I.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( Vol.1, P.No.16,I.No.2.5.2) ---- including cost of all materials, labor ,HOM,l Cum 7118.77 7118.77 119.94 False None None False None False 853825.2738 0 3059396 103870 None PWD SR2023-24VOL 1 P.NO. A 7 I.NO. 2.5.2 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 70% of the rate of above concrete itemquantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 4983.14 4983.14 19.8 False None None False None False 98666.172 0 3059397 103870 None PWD SR2023-24VOL 1 P.NO. A 7 I.NO. 2.5.2 60 PERCENTAGEof the rate of above concrete itemquantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 4271.26 4271.26 17.48 False None None False None False 74661.6248 0 3059398 103870 None PWD SR2023-24VOL 1 P. NO. A 7 I.NO. 2.5.2 50 PERCENTAGE of the rate of above concrete item quantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 3559.39 3559.39 70.01 False None None False None False 249192.8939 0 3059399 103870 None PWD SR2023-24VOL 1 P.NO. A 7 I.NO. 2.5.2 50 PECENTAGE of the rate of above concrete itemquantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 3559.39 3559.39 5.32 False None None False None False 18935.9548 0 3059400 103870 None PWD SR2023-24VOL 1 P. NO. A 7 I.NO. 2.5.2 45 PERCENTAGE of the rate of above concrete itemquantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 3203.45 3203.45 2.17 False None None False None False 6951.4865 0 3059401 103870 None Vol.1, P.No.18,I.No.2.11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings( Vol.1, P.No.18,I.No.2.11) ---- including cost of all materials, labor ,HOM,l Tonne 93062.12 93062.12 16.54 False None None False None False 1539247.4648 0 3059402 103870 None PWD SR2023-24Vol.1, P.No.15,I.No.2.1.4 2.1.4 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( Vol.1, P.No.15,I.No.2.1.4) ---- including cost of all materials, labor ,HOM,l Cum 6467.55 6467.55 2.19 False None None False None False 14163.9345 0 3059403 103870 None PWD SR V-2 P.No. 14 I.No.6.8 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD SR V-2 / P.No. 14 I.No.6.8)BBM 230 Thk ---- including cost of all materials, labor ,HOM,l Cum 8290.15 8290.15 86.5 False None None False None False 717097.975 0 3059404 103870 None PWD SR2023-24Vol.1, P.No.86,I.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( Vol.1, P.No.86,I.No.11.34A)MS Grill For Window ---- including cost of all materials, labor ,HOM,l Kgs 174.77 174.77 1166.4 False None None False None False 203851.728 0 3059405 103870 None PWD SR2023-24Vol.2, P.No.112, I.No.12.90 Providing fixing of 3 track 2 panel sliding windows made out of multi chambered UPVMatching to RAL 9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPEThermo Plastic Elastomer and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the window frame. The outer frame having an overall size of 108mm width 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm 75mm with GI reinforcement of 2mm and mesh sash of size 37mm 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm 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 2200mm.The cost is inclusive of all fixtures and separate charges for minor T Ps shall not be made Window ---- including cost of all materials, labor ,HOM,l Sqm 7005.38 7005.38 50.04 False None None False None False 350549.2152 0 3059406 103870 None PWD SR2023-24Volume 2 Page No 110 Item No. 12.84) 12.84 Providing & fixing of 2track x 2panel sliding windows made out of multi chambered UPVCMatching to RAL9016 sections and with minimum TiO2Titanium Dioxide at 6 PHR with TPE Thermo Plastic Elastomer and lead free, gaskets grey color having isolated drainage and reinforced with Galvanized Iron profile throughout the window frame.The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made (Volume 2 Page No 110 Item No. 12.84) Window ---- including cost of all materials, labor ,HOM,l Sqm 5225.43 5225.43 14.76 False None None False None False 77127.3468 0 3059407 103870 None PWD SR2023-24Vol.2, P.No.42, I.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.(Vol.2, P.No.42, I.No.8.8) ---- including cost of all materials, labor ,HOM,l Sqm 385.95 385.95 475.14 False None None False None False 183380.283 0 3059408 103870 None PWD SR2023-24Vol.2, P.No.41, I.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.(Vol.2, P.No.41, I.No.8.1.1)Internal Wall Plaster ---- including cost of all materials, labor ,HOM,l Sqm 265.28 265.28 761.58 False None None False None False 202031.9424 0 3059409 103870 None PWD SR2023-24Vol.2, P.No.50, I.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.(Vol.2, P.No.50, I.No.8.51) ---- including cost of all materials, labor ,HOM,l Sqm 104.03 104.03 1195.6 False None None False None False 124378.268 0 3059410 103870 None PWD SR2023-24Vol.2, P.No.64,I.No.9.30 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.Vol.2, P.No.64,I.No.9.30) ---- including cost of all materials, labor ,HOM,l Sqm 5542.72 5542.72 56.9 False None None False None False 315380.768 0 3059411 103870 None PWD SR2023-24Vol.2, P.No.63,I.No.9.23) Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Vol.2, P.No.63,I.No.9.23 Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent ---- including cost of all materials, labor ,HOM,l Sqm 2565.38 2565.38 193.49 False None None False None False 496375.3762 0 3059412 103870 None PWD SR2023-24Vol.2, P.No.62,I.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( Vol.2, P.No.62,I.No.9.21.2) ---- including cost of all materials, labor ,HOM,l Sqm 1287.89 1287.89 303.06 False None None False None False 390307.9434 0 3059413 103870 None PWD SR2023-24Vol.2, P.No.46,I.No.8.33.1) 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)( Vol.2, P.No.46,I.No.8.33.1) ---- including cost of all materials, labor ,HOM,l Sqm 164.37 164.37 1195.6 False None None False None False 196520.772 0 3059414 103870 None PWD SR2023-24Vol.2, P.No.99,I.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.( Vol.2, P.No.99,I.No.12.11)Door Frame ---- including cost of all materials, labor ,HOM,l Cum 143638.38 143638.38 0.353 False None None False None False 50704.34814 0 3059415 103870 None PWD SR2023-24Vol.2, P.No.105,I.No.12.57.8) 12.57.8 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. ( excluding cost of fixtures )-do- 40 mm thick one side teak and one side commerical( Vol.2, P.No.105,I.No.12.57.8) Door Shutters ---- including cost of all materials, labor ,HOM,l Sqm 4473.29 4473.29 17.22 False None None False None False 77030.0538 0 3059416 103870 None PWD SR2023-24Vol.2, P.No.46,I.No.8.30) 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.( Vol.2, P.No.46,I.No.8.30) Quantity vide as Per 18 mm plaster ---- including cost of all materials, labor ,HOM,l Sqm 181.01 181.01 475.14 False None None False None False 86005.0914 0 3059417 103870 None PWD SR2023-24Vol.2, P.No.46,I.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.( Vol.2, P.No.46,I.No.8.33.2) ---- including cost of all materials, labor ,HOM,l Sqm 143.56 143.56 15.04 False None None False None False 2159.1424 0 3059418 103870 None PWD SR V-2 P.No. 47 I.No.8.33.3 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 / P.No. 47 I.No.8.33.3) ---- including cost of all materials, labor ,HOM,l Sqm 144.6 144.6 64.8 False None None False None False 9370.08 0 3059419 103870 None PWD SR2023-24Vol.2, P.No.104,I.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.( Vol.2, P.No.104,I.No.12.51) Fixing Door Frame ---- including cost of all materials, labor ,HOM,l Nos 1056.94 1056.94 7.0 False None None False None False 7398.58 0 3059420 103870 None PWD SR2023-24Vol.2, P.No.44,I.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.( Vol.2, P.No.44,I.No.8.16a) Lath plaster ---- including cost of all materials, labor ,HOM,l Sqm 1287.89 1287.89 27.31 False None None False None False 35172.2759 0 3059421 103870 None Quotation rate Providing and fixing Green board for class room (Quotation rate)For Class room 1 ---- including cost of all materials, labor ,HOM,l Nos 8136.0 8136.0 3.0 False None None False None False 24408.0 0 3059422 103870 None PWD SR2023-24Vol.2, P.No.85,I.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,( Vol.2, P.No.85,I.No.11.28) Stainless Steel Railing ---- including cost of all materials, labor ,HOM,l Kg 587.77 587.77 67.2 False None None False None False 39498.144 0 3059423 103870 None PWD SR2023-24Vol.2, P.No.106,I.No.12.69.1 12.69.1 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm( Vol.2, P.No.106,I.No.12.69.1) ---- including cost of all materials, labor ,HOM,l Nos 282.22 282.22 56.0 False None None False None False 15804.32 0 3059424 103870 None Material Components P.No -A25 I.No 444 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A25 I.No 444 ) ---- including cost of all materials, labor ,HOM,l Nos 51.5 51.5 42.0 False None None False None False 2163.0 0 3059425 103870 None PWD SR2023-24Vol.2, P.No.106,I.No.12.73.1 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm( Vol.2, P.No.106,I.No.12.73.1) ---- including cost of all materials, labor ,HOM,l Nos 45.32 45.32 14.0 False None None False None False 634.48 0 3059426 103870 None Material Components P.No -A20 I.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 ( Material Components P.No -A20 I.No 274 ) ---- including cost of all materials, labor ,HOM,l Nos 358.44 358.44 7.0 False None None False None False 2509.08 0 3059427 103870 None PWD SR2023-24Vol-2P.No - 105 I.No 12.63 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete(Vol-2P.No - 105 I.No 12.63 ) ---- including cost of all materials, labor ,HOM,l Nos 133.9 133.9 15.0 False None None False None False 2008.5 0 3059428 103870 None Material Components P.No - A28 I.No 548 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548) ---- including cost of all materials, labor ,HOM,l Kgs 69.01 69.01 5.0 False None None False None False 345.05 0 3059429 103870 None PWD SR2023-24Vol-2 P.No - 14 I.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.(Vol-2 P.No - 14 I.No 6.15 ) ---- including cost of all materials, labor ,HOM,l Sqm 1074.63 1074.63 26.65 False None None False None False 28638.8895 0 3059430 103870 None PWD SR2023-24Vol-2 P.No - 60 I.No 9.11 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.(Vol-2 P.No - 60 I.No 9.11) ---- including cost of all materials, labor ,HOM,l Sqm 924.83 924.83 4.32 False None None False None False 3995.2656 0 3059431 103870 None PWD SR2023-24Vol-2 P.No - 65 I.No 9.39 9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.(Vol-2 P.No - 65 I.No 9.39) ---- including cost of all materials, labor ,HOM,l Sqm 1507.39 1507.39 30.86 False None None False None False 46518.0554 0 3059432 103870 None PWD SR2023-24Vol-2 P.No - 108 I.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 tolerance1mmwith wall thickness 2.0 mm 0.2 mmcorners 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 1mm0.1 mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer inchargeVol2 P.No 108 I.No 12.83.2 ---- including cost of all materials, labor ,HOM,l Sqm 248.63 248.63 10.2 False None None False None False 2536.026 0 3059433 103870 None PWD SR2023-24Vol-2 P.No - 104 I.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.(Vol-2 P.No - 104 I.No 12.53 ) ---- including cost of all materials, labor ,HOM,l Sqm 1652.0 1652.0 3.15 False None None False None False 5203.8 0 1710392635000 0 None None Buildings PROPOSED CONSTRUCTION OF FIRST GRADE COLLEGE BUILDING AT SADALGA TOWN IN CHIKKODI TALUKA OF BELAGAVI DIST 2ND FLOOR 6559959.16 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3059434 103871 None VOL 1 P.NO.16 I.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 ---- including cost of all materials, labor ,HOM,l Cum 7189.26 7189.26 118.99 False None None False None False 855450.0474 0 3059435 103871 None VOL 1 P.NO.A 7 I.NO.2.5.2 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 70% of the rate of above concrete itemquantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 5032.48 5032.48 19.62 False None None False None False 98737.2576 0 3059436 103871 None VOL 1 P.NO. A7 I.NO.2.5.2 60 PERCENTAGEof the rate of above concrete item quantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 4313.55 4313.55 22.49 False None None False None False 97011.7395 0 3059437 103871 None VOL 1 P.NO.A 7 I.NO. 2.5.2 50 PERCENTAGE of the rate of above concrete item quantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 3594.63 3594.63 70.01 False None None False None False 251660.0463 0 3059438 103871 None VOL 1 P.NO. A7 I.NO.2.5.2 50 PERCENTAGE of the rate of above concrete item quantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 3594.63 3594.63 5.32 False None None False None False 19123.4316 0 3059439 103871 None VOL 1 P. NO. A 7 I. NO. 2.5.2 45 PERCENTAGE of the rate of above concrete itemquantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 3235.17 3235.17 1.55 False None None False None False 5014.5135 0 3059440 103871 None Vol.1, P.No.18,I.No.2.11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings( Vol.1, P.No.18,I.No.2.11) ---- including cost of all materials, labor ,HOM,l Kgs 93983.52 93983.52 17.67 False None None False None False 1660688.7984 0 3059441 103871 None Vol.1, P.No.15,I.No.2.1.4 2.1.4 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( Vol.1, P.No.15,I.No.2.1.4) ---- including cost of all materials, labor ,HOM,l Cum 6531.58 6531.58 2.16 False None None False None False 14108.2128 0 3059442 103871 None PWD SR V-2 P.No. 14 I.No.6.8) 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD SR V-2 / P.No. 14 I.No.6.8) ---- including cost of all materials, labor ,HOM,l Cum 8372.23 8372.23 86.04 False None None False None False 720346.6692 0 3059443 103871 None Vol.1, P.No.86,I.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( Vol.1, P.No.86,I.No.11.34A)MS Grill For Window ---- including cost of all materials, labor ,HOM,l Kgs 176.5 176.5 1202.04 False None None False None False 212160.06 0 3059444 103871 None Vol.2, P.No.112, I.No.12.90 12.90 Providing fixing of 3track 2panel sliding windows made out of multi chambered UPVCMatching to RAL9016 sections and with minimum TiO2Titanium Dioxide at 6PHR with TPEThermo Plastic Elastomer and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of 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 2200mm. The cost is inclusive of all fixtures and separate charges for minor T Ps shall not be madeVol.2,P.No.112, I.No.12.90 ---- including cost of all materials, labor ,HOM,l Sqm 7074.74 7074.74 52.74 False None None False None False 373121.7876 0 3059445 103871 None Volume 2 Page No 110 Item No. 12.84 12.84 Providing fixing of 2track x 2panel sliding windows made out of multi chambered UPVC(Matching to RAL9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made (Volume 2 Page No 110 Item No. 12.84 ---- including cost of all materials, labor ,HOM,l Sqm 5277.16 5277.16 14.04 False None None False None False 74091.3264 0 3059446 103871 None Vol.2, P.No.42,I.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.( Vol.2, P.No.42,I.No.8.8) ---- including cost of all materials, labor ,HOM,l Sqm 389.77 389.77 470.08 False None None False None False 183223.0816 0 3059447 103871 None Vol.2, P.No.41,I.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.( Vol.2, P.No.41,I.No.8.1.1) ---- including cost of all materials, labor ,HOM,l Sqm 267.9 267.9 727.56 False None None False None False 194913.324 0 3059448 103871 None Vol.2, P.No.50,I.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.( Vol.2, P.No.50,I.No.8.51) ---- including cost of all materials, labor ,HOM,l Sqm 105.06 105.06 1193.16 False None None False None False 125353.3896 0 3059449 103871 None Vol.2, P.No.64,I.No.9.30 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.( Vol.2, P.No.64,I.No.9.30) ---- including cost of all materials, labor ,HOM,l Sqm 5597.6 5597.6 40.4 False None None False None False 226143.04 0 3059450 103871 None Vol.2, P.No.63,I.No.9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Vol.2, P.No.63,I.No.9.23 Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent ---- including cost of all materials, labor ,HOM,l Sqm 2590.78 2590.78 187.32 False None None False None False 485304.9096 0 3059451 103871 None Vol.2, P.No.62,I.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( Vol.2, P.No.62,I.No.9.21.2) ---- including cost of all materials, labor ,HOM,l Sqm 1300.64 1300.64 307.56 False None None False None False 400024.8384 0 3059452 103871 None Vol.2, P.No.46,I.No.8.33.1 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)( Vol.2, P.No.46,I.No.8.33.1) ---- including cost of all materials, labor ,HOM,l Sqm 165.99 165.99 1193.16 False None None False None False 198052.6284 0 3059453 103871 None Vol.2, P.No.99,I.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.( Vol.2, P.No.99,I.No.12.11) ---- including cost of all materials, labor ,HOM,l Cum 145060.54 145060.54 0.353 False None None False None False 51206.37062 0 3059454 103871 None Vol.2, P.No.105,I.No.12.57.8 12.57.8 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. ( excluding cost of fixtures )-do- 40 mm thick one side teak and one side commerical( Vol.2, P.No.105,I.No.12.57.8) ---- including cost of all materials, labor ,HOM,l Sqm 4517.58 4517.58 17.22 False None None False None False 77792.7276 0 3059455 103871 None Vol.2, P.No.46,I.No.8.30 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.( Vol.2, P.No.46,I.No.8.30) ---- including cost of all materials, labor ,HOM,l Sqm 182.8 182.8 470.08 False None None False None False 85930.624 0 3059456 103871 None Vol.2, P.No.46,I.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.( Vol.2, P.No.46,I.No.8.33.2) ---- including cost of all materials, labor ,HOM,l Sqm 144.98 144.98 15.04 False None None False None False 2180.4992 0 3059457 103871 None PWD SR V-2 P.No. 47 I.No.8.33.3 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 / P.No. 47 I.No.8.33.3) ---- including cost of all materials, labor ,HOM,l Sqm 120.82 120.82 66.78 False None None False None False 8068.3596 0 3059458 103871 None Vol.2, P.No.104,I.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. ( Vol.2, P.No.104,I.No.12.51) ---- including cost of all materials, labor ,HOM,l Nos 1067.41 1067.41 7.0 False None None False None False 7471.87 0 3059459 103871 None Vol.2, P.No.44,I.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 fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, )( Vol.2, P.No.44,I.No.8.16a) ---- including cost of all materials, labor ,HOM,l Sqm 1300.64 1300.64 27.31 False None None False None False 35520.4784 0 3059460 103871 None Quotation rate Providing and fixing Green board for class room (Quotation rate)For Class room 1 ---- including cost of all materials, labor ,HOM,l Nos 8136.0 8136.0 3.0 False None None False None False 24408.0 0 3059461 103871 None Vol.2, P.No.85,I.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,( Vol.2, P.No.85,I.No.11.28) ---- including cost of all materials, labor ,HOM,l Kgs 593.59 593.59 83.2 False None None False None False 49386.688 0 3059462 103871 None Vol.2, P.No.106,I.No.12.69.1 12.69.1 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm( Vol.2, P.No.106,I.No.12.69.1) ---- including cost of all materials, labor ,HOM,l Nos 282.22 282.22 56.0 False None None False None False 15804.32 0 3059463 103871 None Material Components P.No -A25 I.No 444 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A25 I.No 444 ) ---- including cost of all materials, labor ,HOM,l Nos 51.5 51.5 42.0 False None None False None False 2163.0 0 3059464 103871 None Vol.2, P.No.106,I.No.12.73.1 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm( Vol.2, P.No.106,I.No.12.73.1) ---- including cost of all materials, labor ,HOM,l Nos 45.32 45.32 14.0 False None None False None False 634.48 0 3059465 103871 None Material Components P.No -A20 I.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 ( Material Components P.No -A20 I.No 274 ) ---- including cost of all materials, labor ,HOM,l Nos 358.44 358.44 7.0 False None None False None False 2509.08 0 3059466 103871 None Vol-2P.No - 105 I.No 12.63 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete(Vol-2P.No - 105 I.No 12.63 ) ---- including cost of all materials, labor ,HOM,l Nos 133.9 133.9 15.0 False None None False None False 2008.5 0 3059467 103871 None Material Components P.No - A28 I.No 548 Providing and fixing Screws approved nails & Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) ---- including cost of all materials, labor ,HOM,l Kgs 69.01 69.01 5.0 False None None False None False 345.05 0 1710392635000 0 None None Buildings PROPOSED CONSTRUCTION OF FIRST GRADEBUILDING COLLEGE AT SADALGA TOWN 3RD FLOOR HEAD ROOM 1225673.87 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3059468 103872 None Vol.1, P.No.16,I.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( Vol.1, P.No.16,I.No.2.5.2) ---- including cost of all materials, labor ,HOM,l Cum 7259.74 7259.74 15.59 False None None False None False 113179.3466 0 3059469 103872 None VOL 1 P.NO. A 7 I.NO.2.5.2 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 70% of the rate of above concrete item quantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 5081.82 5081.82 6.53 False None None False None False 33184.2846 0 3059470 103872 None VOL 1 P.NO. A7 I.NO.2.5.2 60 PERCENTAGE of the rate of above concrete itemquantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 4355.84 4355.84 3.29 False None None False None False 14330.7136 0 3059471 103872 None VOL 1 P.NO. A7 I.NO.2.5.2 50 PERCENTAGE of the rate of above concrete item quantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 3629.87 3629.87 5.51 False None None False None False 20000.5837 0 3059472 103872 None VOL 1 P.NO. A 7 I.NO.2.5.2 45 PERCENTAGE of the rate of above concrete item quantity as per item no 1 ---- including cost of all materials, labor ,HOM,l Cum 3165.2 3165.2 0.27 False None None False None False 854.604 0 3059473 103872 None Vol.1, P.No.18,I.No.2.11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings( Vol.1, P.No.18,I.No.2.11) ---- including cost of all materials, labor ,HOM,l Tonne 94904.93 94904.93 1.8089 False None None False None False 171673.527877 0 3059474 103872 None Vol.1, P.No.15,I.No.2.1.4) 2.1.4 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( Vol.1, P.No.15,I.No.2.1.4) ---- including cost of all materials, labor ,HOM,l Cum 6595.62 6595.62 1.68 False None None False None False 11080.6416 0 3059475 103872 None PWD SR V-2 P.No. 14 I.No.6.8 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD SR V-2 / P.No. 14 I.No.6.8) ---- including cost of all materials, labor ,HOM,l Cum 8454.31 8454.31 31.39 False None None False None False 265380.7909 0 3059476 103872 None Vol.2, P.No.42,I.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.( Vol.2, P.No.42,I.No.8.8) ---- including cost of all materials, labor ,HOM,l Sqm 393.59 393.59 306.62 False None None False None False 120682.5658 0 3059477 103872 None Vol.2, P.No.41,I.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.( Vol.2, P.No.41,I.No.8.1.1) ---- including cost of all materials, labor ,HOM,l Sqm 270.53 270.53 56.75 False None None False None False 15352.5775 0 3059478 103872 None Vol.2, P.No.50,I.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.( Vol.2, P.No.50,I.No.8.51) ---- including cost of all materials, labor ,HOM,l Sqm 106.09 106.09 87.83 False None None False None False 9317.8847 0 3059479 103872 None Vol.2, P.No.46,I.No.8.33.1 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)( Vol.2, P.No.46,I.No.8.33.1) ---- including cost of all materials, labor ,HOM,l Sqm 167.62 167.62 87.83 False None None False None False 14722.0646 0 3059480 103872 None Vol.2, P.No.106,I.No.12.69.1 12.69.1 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm( Vol.2, P.No.106,I.No.12.69.1) ---- including cost of all materials, labor ,HOM,l Nos 282.22 282.22 8.0 False None None False None False 2257.76 0 3059481 103872 None Material Components P.No -A25 I.No 444 Providing and fixing Hold fasts M.S. for doors etc complete ( Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A25 I.No 444 )) ---- including cost of all materials, labor ,HOM,l Nos 51.5 51.5 1.0 False None None False None False 51.5 0 3059482 103872 None Vol.2, P.No.106,I.No.12.73.1 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm( Vol.2, P.No.106,I.No.12.73.1) ---- including cost of all materials, labor ,HOM,l Nos 45.32 45.32 2.0 False None None False None False 90.64 0 3059483 103872 None Material Components P.No -XIII I.No 391 Code No Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete ( Material Components P.No -XIII I.No 391 Code No : 0134 ) ---- including cost of all materials, labor ,HOM,l Nos 358.44 358.44 1.0 False None None False None False 358.44 0 3059484 103872 None Vol-2P.No - 105 I.No 12.63 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (Vol-2P.No - 105 I.No 12.63 ) ---- including cost of all materials, labor ,HOM,l Nos 133.9 133.9 2.0 False None None False None False 267.8 0 3059485 103872 None Material Components P.No - A28 I.No 548 Code No 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) ---- including cost of all materials, labor ,HOM,l Nos 69.01 69.01 1.0 False None None False None False 69.01 0 3059486 103872 None Vol.2, P.No.133, I.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 WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.(Vol.2, P.No.133, I.No.15.1) ---- including cost of all materials, labor ,HOM,l Sqm 866.76 866.76 493.75 False None None False None False 427962.75 0 3059487 103872 None VOL 2 P NO 104 I 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.(Vol-2 P.No - 104 I.No 12.53 ) ---- including cost of all materials, labor ,HOM,l Cum 1684.71 1684.71 2.1 False None None False None False 3537.891 0 3059488 103872 None VO 2 PNO 108 INO 12.83.2 12.83.2 ProvidVOing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance1mm), with wall thickness 2.0 mm 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 ( 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(Vol-2 P.No - 108 I.No 12.83.2 ) ---- including cost of all materials, labor ,HOM,l Cum 253.56 253.56 5.2 False None None False None False 1318.512 0 1710392635000 0 None None Buildings PROPOSED CONSTRUCTION OF FIRST GRADE COLLEGE BUILDING AT SADALGA TOWN ,PLUMBING AND SANITARY WORKS 415512.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3059489 103873 None PWD SR 23-24 Vol.5, P.No.A-44,I.No.652 Supply of PVC pipe - OD 25mm and 10 Kg/sqcm( Vol.5, P.No.A-44,I.No.652) ---- including cost of all materials, labor ,HOM,l m 23.69 23.69 130.0 False None None False None False 3079.7 0 3059490 103873 None PWD SR 23-24 Vol.5, P.No.A-44,I.No.654 Supply of PVC pipe - OD 32mm and 10 Kg/sqcm( Vol.5, P.No.A-44,I.No.654) ---- including cost of all materials, labor ,HOM,l m 33.99 33.99 50.0 False None None False None False 1699.5 0 3059491 103873 None PWD SR 23-24 Vol.5, P.No.41 I.No.2.82.1 Supply of PPR Double Union Ball Valve confirming to IS 15801-2008 and DIN Standards 8077/8092( Vol.5, P.No.41 I.No.2.82)" PPR Double Union Ball Valve 20mm ---- including cost of all materials, labor ,HOM,l Each 812.67 812.67 6.0 False None None False None False 4876.02 0 3059492 103873 None PWD SR 23-24 Vol.5, P.No.41 I.No.2.82.2 PPR Double Union Ball Valve 25mm ---- including cost of all materials, labor ,HOM,l Nos 1108.28 1108.28 10.0 False None None False None False 11082.8 0 3059493 103873 None PWD SR 23-24 Vol.5, P.No.41 I.No.2.82.3 B199C PPR Double Union Ball Valve 32mm ---- including cost of all materials, labor ,HOM,l Each 1837.52 1837.52 6.0 False None None False None False 11025.12 0 3059494 103873 None PWD SR 23-24 Vol.5, P.No.40 I.No.2.78.2 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092( Vol.5, P.No.40 I.No.2.78)" PPR Male Threaded Elbow 20X1/2mm ---- including cost of all materials, labor ,HOM,l Each 84.46 84.46 20.0 False None None False None False 1689.2 0 3059495 103873 None PWD SR 23-24 Vol.5, P.No.40 I.No.2.78.3 PPR Male Threaded Elbow 25X1/2mm ---- including cost of all materials, labor ,HOM,l Each 100.94 100.94 15.0 False None None False None False 1514.1 0 3059496 103873 None PWD SR 23-24 Vol.5, P.No.40 I.No.2.78.5 PPR Male Threaded Elbow 32X1/2mm ---- including cost of all materials, labor ,HOM,l Each 133.9 133.9 5.0 False None None False None False 669.5 0 3059497 103873 None PWD SR 23-24 Vol.5, P.No.40 I.No.2.77.2 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092( Vol.5, P.No.40 I.No.2.77)" PPR Female Threaded Elbow 20X1/2mm ---- including cost of all materials, labor ,HOM,l Each 57.68 57.68 20.0 False None None False None False 1153.6 0 3059498 103873 None PWD SR 23-24 Vol.5, P.No.40 I.No.2.77.3 PPR Female Threaded Elbow 25X1/2mm ---- including cost of all materials, labor ,HOM,l Each 72.1 72.1 15.0 False None None False None False 1081.5 0 3059499 103873 None PWD SR 23-24Vol.5, P.No.40 I.No.2.77.5 PPR Female Threaded Elbow 32X1/2mm ---- including cost of all materials, labor ,HOM,l Each 115.36 115.36 5.0 False None None False None False 576.8 0 3059500 103873 None PWD SR 23-24 Vol.5, P.No.40 I.No.2.76.2 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092( Vol.5, P.No.40 I.No.2.76)" PPR Male Threaded TEE 20X1/2mm ---- including cost of all materials, labor ,HOM,l Each 94.76 94.76 15.0 False None None False None False 1421.4 0 3059501 103873 None PWD SR 23-24 Vol.5, P.No.40 I.No.2.76.3 PPR Male Threaded TEE 25X1/2mm ---- including cost of all materials, labor ,HOM,l Nos 105.06 105.06 20.0 False None None False None False 2101.2 0 3059502 103873 None PWD SR 23-24Vol.5, P.No.40 I.No.2.76.5 PPR Male Threaded TEE 32X1/2mm ---- including cost of all materials, labor ,HOM,l Each 153.47 153.47 5.0 False None None False None False 767.35 0 3059503 103873 None PWD SR 23-24Vol.5, P.No.39 I.No.2.75.2 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092( Vol.5, P.No.39 I.No.2.75)" PPR Female Threaded TEE 20X1/2mm ---- including cost of all materials, labor ,HOM,l Nos 61.8 61.8 5.0 False None None False None False 309.0 0 3059504 103873 None PWD SR 23-24 Vol.5, P.No.39 I.No.2.75.3 PPR Female Threaded TEE 25X1/2mm ---- including cost of all materials, labor ,HOM,l Each 76.22 76.22 15.0 False None None False None False 1143.3 0 3059505 103873 None PWD SR 23-24Vol.5, P.No.39 I.No.2.75.5 PPR Female Threaded TEE 32X1/2mm ---- including cost of all materials, labor ,HOM,l Each 122.57 122.57 4.0 False None None False None False 490.28 0 3059506 103873 None PWD SR 23-24 Vol.2, P.No .A- 30 I.No.622 Polyethylene water storage tank with cover and suitable locking arrangement ( Vol.2, P.No .A- 30 I.No.622) ---- including cost of all materials, labor ,HOM,l Ltr 6.18 6.18 4000.0 False None None False None False 24720.0 0 3059507 103873 None PWD SR 23-24Vol.2, P.No.118- I.No.13.6.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore Horizontal ( Vol.2, P.No.118- I.No.13.6.4.1)" ---- including cost of all materials, labor ,HOM,l Nos 1401.83 1401.83 10.0 False None None False None False 14018.3 0 3059508 103873 None PWD SR 23-24Vol.2, P.No.117- I.No.13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore( Vol.2, P.No.117- I.No.13.3.1) ---- including cost of all materials, labor ,HOM,l Nos 307.97 307.97 12.0 False None None False None False 3695.64 0 3059509 103873 None PWD SR 23-24Vol.2, P.No.118- I.No.13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore Horizontal ( Vol.2, P.No.118- I.No.13.6.2.1)" ---- including cost of all materials, labor ,HOM,l Nos 833.27 833.27 5.0 False None None False None False 4166.35 0 3059510 103873 None PWD SR 23-24 Vol.1, P.No.10- I.No.1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m( Vol.1, P.No.10- I.No.1.17.1)" ---- including cost of all materials, labor ,HOM,l Cum 269.86 269.86 20.25 False None None False None False 5464.665 0 3059511 103873 None PWD SR 23-24Vol.5, P.No.A-43- I.No.633 Poly Propylene Random Co-polymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia ( Vol.5, P.No.A-43- I.No.633) ---- including cost of all materials, labor ,HOM,l m 392.43 392.43 20.0 False None None False None False 7848.6 0 3059512 103873 None PWD SR 23-24Vol.2, P.No.131 I.No.14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid (Vol.2, P.No.131 I.No.14.3.1) ---- including cost of all materials, labor ,HOM,l Nos 6156.31 6156.31 9.0 False None None False None False 55406.79 0 3059513 103873 None PWD SR 23-24Vol.2, P.No.132 I.No.14.7.3 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 550x400 mm with a pair of 15 mm C.P. brass pillar taps(Vol.2, P.No.132 I.No.14.7.3) " ---- including cost of all materials, labor ,HOM,l Nos 2951.98 2951.98 6.0 False None None False None False 17711.88 0 3059514 103873 None PWD SR 23-24Vol.2, P.No.131 I.No.14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Vol.2, P.No.131 I.No.14.4.1) ---- including cost of all materials, labor ,HOM,l Each 4587.62 4587.62 11.0 False None None False None False 50463.82 0 3059515 103873 None PWD SR 23-24(Vol.2, P.No.136 I.No.14.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.(Vol.2, P.No.136 I.No.14.31) ---- including cost of all materials, labor ,HOM,l Each 1256.6 1256.6 4.0 False None None False None False 5026.4 0 3059516 103873 None PWD SR 23-24Vol.2, P.No.137 I.No.14.40.2 600 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)" ---- including cost of all materials, labor ,HOM,l Each 510.88 510.88 4.0 False None None False None False 2043.52 0 3059517 103873 None PWD SR 23-24Vol.2, P.No.124 I.No.13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :* 100 mm inlet and 75 mm outlet *Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 (Vol.2, P.No.124 I.No.13.46) ---- including cost of all materials, labor ,HOM,l Each 489.25 489.25 7.0 False None None False None False 3424.75 0 3059518 103873 None PWD SR 23-24Vol.5, P.No.96 I.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 PE 80 PN 6.0 HDPE Grade PE80-PN10.0,110mm dia (Vol.5, P.No.96 I.No.9.3.4)" ---- including cost of all materials, labor ,HOM,l m 669.5 669.5 60.0 False None None False None False 40170.0 0 3059519 103873 None PWD SR 23-24Vol.5, P.No.191 I.No.16.8 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.(Vol.5, P.No.191 I.No.16.8) ---- including cost of all materials, labor ,HOM,l Nos 4934.73 4934.73 5.0 False None None False None False 24673.65 0 3059520 103873 None PWD SR 23-24Vol.5, P.No.191 I.No.16.10 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover (Vol.5, P.No.191 I.No.16.10) ---- including cost of all materials, labor ,HOM,l Each 4363.08 4363.08 5.0 False None None False None False 21815.4 0 3059521 103873 None PWD SR 23-24Vol.2, P.No.122 I.No.13.31.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes (Vol.2, P.No.122 I.No.13.31.2)" ---- including cost of all materials, labor ,HOM,l m 249.26 249.26 40.0 False None None False None False 9970.4 0 3059522 103873 None PWD SR 23-24Vol.2, P.No.122 I.No.13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 25 mm nominal dia Pipes (Vol.2, P.No.122 I.No.13.31.3) ---- including cost of all materials, labor ,HOM,l m 327.54 327.54 70.0 False None None False None False 22927.8 0 3059523 103873 None PWD SR 23-24Vol.5, P.No.A-44 I.No.647) Supply of PVC pipe - OD 110mm and 6 Kg/sqcm (Vol.5, P.No.A-44 I.No.647) ---- including cost of all materials, labor ,HOM,l m 262.65 262.65 40.0 False None None False None False 10506.0 0 3059524 103873 None PWD SR 23-24Vol.5, P.No.A-45 I.No.680) Supply of PVC pipes of 8 Kg/cm2 for 75mm(0.917)( Vol.5, P.No.A-45 I.No.680) ---- including cost of all materials, labor ,HOM,l m 146.26 146.26 40.0 False None None False None False 5850.4 0 3059525 103873 None PWD SR 23-24 Vol.5, P.No.117 I.No.10.9.6 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments( Vol.5, P.No.117 I.No.10.9) 75 mm dia PVC Elbows ---- including cost of all materials, labor ,HOM,l Each 197.76 197.76 30.0 False None None False None False 5932.8 0 3059526 103873 None PWD SR 23-24Vol.5, P.No.117 I.No.10.9 110 mm dia PVC Elbows ---- including cost of all materials, labor ,HOM,l Each 311.06 311.06 20.0 False None None False None False 6221.2 0 3059527 103873 None PWD SR 23-24Vol.2, P.No.125, I.No.13.48 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter(Vol.2, P.No.125, I.No.13.48 ) ---- including cost of all materials, labor ,HOM,l m 299.73 299.73 96.0 False None None False None False 28774.08 0 1710392635000 0 None None Buildings PROPOSED CONSTRUCTION OF FIRST GRADE COLLEGE BUILDING AT SADALGA TOWN IN CHIKKODI TALUKA OF BELAGAVI DIST SEPTIC TANK 112836.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3059528 103874 None PWD SR 23-24V-1 Page no 8 Item no 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposi ---- including cost of all materials, labor ,HOM,l Cum 105.06 105.06 7.35 False None None False None False 772.191 0 3059529 103874 None PWD SR 23-24V-1 Page no 8 Item no 1.15.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth ---- including cost of all materials, labor ,HOM,l Cum 373.89 373.89 3.68 False None None False None False 1375.9152 0 3059530 103874 None PWD SR 23-24V-1 Page no 15 Item 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 ---- including cost of all materials, labor ,HOM,l Cum 6168.67 6168.67 0.74 False None None False None False 4564.8158 0 3059531 103874 None PWD SR 23-24V-1 Page no 16 Item no 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 ---- including cost of all materials, labor ,HOM,l Cum 6526.08 6526.08 1.91 False None None False None False 12464.8128 0 3059532 103874 None PWD SR 23-24V-2 Page no A-7 Item no 2.5.2 Formwark for Roof Slab @ 50 PERCENTAGE ---- including cost of all materials, labor ,HOM,l Cum 3263.04 3263.04 1.91 False None None False None False 6232.4064 0 3059533 103874 None PWD SR 23-24V-1 Page no 18 Item no 2.11 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annea ---- including cost of all materials, labor ,HOM,l Tonne 92140.71 92140.71 0.287 False None None False None False 26444.38377 0 3059534 103874 None PWD SR 23-24V-2 Page no 14 Item no 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and u ---- including cost of all materials, labor ,HOM,l Cum 8208.07 8208.07 3.26 False None None False None False 26758.3082 0 3059535 103874 None PWD SR 23-24V-2 Page no 41 Item 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.( Vol.2, P.No.41,I.No.8.1.1) ---- including cost of all materials, labor ,HOM,l Sqm 262.65 262.65 18.93 False None None False None False 4971.9645 0 3059536 103874 None PWD SR 23-24V-2 Page no 125 Item no 13.49 8.1.1 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.( Vol.2, P.No.125,I.No.13.49) ---- including cost of all materials, labor ,HOM,l m 585.04 585.04 50.0 False None None False None False 29252.0 0 1710392635000 0 None None Buildings PROPOSED CONSTRUCTION OF FIRST GRADE COLLEGE BUILDING AT SADALGA TOWN IN CHIKKODI TALUKA OF BELAGAVI DIST ELETRICAL ESTIMATE 754154.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3059537 103875 None 1.2.1 Concealed Conduit System 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 19/20mm dia 2mm thick ---- including cost of all materials, labor ,HOM,l m 66.0 66.0 970.0 False None None False None False 64020.0 0 3059538 103875 None 1.2.2 25 mm dia 2 mm thick ---- including cost of all materials, labor ,HOM,l m 78.0 78.0 250.0 False None None False None False 19500.0 0 3059539 103875 None 1.3.1 supplying heavy gauge PVC Conduit Pipe ….dia.mm thick with suitable size bends, metal junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary.19/20mm dia 2mm thick ---- including cost of all materials, labor ,HOM,l m 68.0 68.0 430.0 False None None False None False 29240.0 0 3059540 103875 None 1.3.2 25mm dia 2mm thick ---- including cost of all materials, labor ,HOM,l m 79.0 79.0 430.0 False None None False None False 33970.0 0 3059541 103875 None 1.4.5 Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc.200x90x65mm ---- including cost of all materials, labor ,HOM,l Each 179.0 179.0 6.0 False None None False None False 1074.0 0 3059542 103875 None 1.5.1 Supplying and fixing PVC/metal conduit accessories Deep junction box.19/20mm deep junction box ---- including cost of all materials, labor ,HOM,l Each 49.0 49.0 76.0 False None None False None False 3724.0 0 3059543 103875 None 1.5.2 25mm deep junction box ---- including cost of all materials, labor ,HOM,l Each 56.0 56.0 12.0 False None None False None False 672.0 0 3059544 103875 None 1.7.1 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete up to 50mm conduit in brick wall ---- including cost of all materials, labor ,HOM,l m 29.0 29.0 36.0 False None None False None False 1044.0 0 3059545 103875 None 1.9.1 Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely20mm ---- including cost of all materials, labor ,HOM,l m 19.0 19.0 34.0 False None None False None False 646.0 0 3059546 103875 None 1.9.2 25mm ---- including cost of all materials, labor ,HOM,l m 22.0 22.0 30.0 False None None False None False 660.0 0 3059547 103875 None 1.13 Supplying And Fixing Metal Fan Box with Round Hook. ---- including cost of all materials, labor ,HOM,l No 117.0 117.0 61.0 False None None False None False 7137.0 0 3059548 103875 None 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet."Short point up to 3Mtr from tapping point to out let via switch box ---- including cost of all materials, labor ,HOM,l Point 269.0 269.0 37.0 False None None False None False 9953.0 0 3059549 103875 None 2.2.2 Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch box ---- including cost of all materials, labor ,HOM,l Point 379.0 379.0 56.0 False None None False None False 21224.0 0 3059550 103875 None 2.2.3 Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box ---- including cost of all materials, labor ,HOM,l Point 555.0 555.0 58.0 False None None False None False 32190.0 0 3059551 103875 None 2.2.5 Two outlet in a row, above 3m upto 6m from tapping point to out let via switches." ---- including cost of all materials, labor ,HOM,l Point 989.0 989.0 6.0 False None None False None False 5934.0 0 3059552 103875 None 2.3.2 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A.1.5 sqmm ---- including cost of all materials, labor ,HOM,l m 26.0 26.0 364.0 False None None False None False 9464.0 0 3059553 103875 None 2.3.3 2.5 sqmm ---- including cost of all materials, labor ,HOM,l m 42.0 42.0 728.0 False None None False None False 30576.0 0 3059554 103875 None 2.3.5 4 sqmm ---- including cost of all materials, labor ,HOM,l m 63.0 63.0 342.0 False None None False None False 21546.0 0 3059555 103875 None 2.3.6 6 sqmm ---- including cost of all materials, labor ,HOM,l m 92.0 92.0 60.0 False None None False None False 5520.0 0 3059556 103875 None 3.2 Supplying and mounting 2 Nos. of 2 way 6 amps flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as required IS 1293 ---- including cost of all materials, labor ,HOM,l Each 170.0 170.0 6.0 False None None False None False 1020.0 0 3059557 103875 None 3.14.6 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. 6 Amps lamp holder ---- including cost of all materials, labor ,HOM,l No 71.0 71.0 24.0 False None None False None False 1704.0 0 3059558 103875 None 3.4.1 Supplying and flush mounting powder coated / galavanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 1-3Way ---- including cost of all materials, labor ,HOM,l Each 138.0 138.0 20.0 False None None False None False 2760.0 0 3059559 103875 None 3.4.5 8Way ---- including cost of all materials, labor ,HOM,l Each 261.0 261.0 3.0 False None None False None False 783.0 0 3059560 103875 None 3.4.6 10-12Way ---- including cost of all materials, labor ,HOM,l Each 319.0 319.0 18.0 False None None False None False 5742.0 0 3059561 103875 None 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. 1 to 3 Module ---- including cost of all materials, labor ,HOM,l Each 161.0 161.0 20.0 False None None False None False 3220.0 0 3059562 103875 None 3.5.5 8Moudule ---- including cost of all materials, labor ,HOM,l Each 284.0 284.0 3.0 False None None False None False 852.0 0 3059563 103875 None 3.5.6 10 - 12Moudule ---- including cost of all materials, labor ,HOM,l Each 344.0 344.0 18.0 False None None False None False 6192.0 0 3059564 103875 None 3.6.1 Supplying and fixing of modular switch existing modular switch plate as per IS 3854 and IS 1293 6Amps one way. ---- including cost of all materials, labor ,HOM,l Each 102.0 102.0 169.0 False None None False None False 17238.0 0 3059565 103875 None 3.6.2 6Amps Two way. ---- including cost of all materials, labor ,HOM,l Each 166.0 166.0 6.0 False None None False None False 996.0 0 3059566 103875 None 3.6.3 6Amps 3way socket. ---- including cost of all materials, labor ,HOM,l Each 171.0 171.0 28.0 False None None False None False 4788.0 0 3059567 103875 None 3.6.4 Stepped Fan Regulator. ---- including cost of all materials, labor ,HOM,l Each 357.0 357.0 46.0 False None None False None False 16422.0 0 3059568 103875 None 3.6.7 16Amps one way switch ---- including cost of all materials, labor ,HOM,l Each 180.0 180.0 1.0 False None None False None False 180.0 0 3059569 103875 None 3.6.10 6/16Amps universal socket ---- including cost of all materials, labor ,HOM,l Each 236.0 236.0 1.0 False None None False None False 236.0 0 3059570 103875 None 3.9 Supplying and fixing hylum brand plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws. ---- including cost of all materials, labor ,HOM,l Sq CM 0.35 0.35 9640.0 False None None False None False 3374.0 0 3059571 103875 None 3.10.2 Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws. 80mm to 90 mm ---- including cost of all materials, labor ,HOM,l No 15.0 15.0 188.0 False None None False None False 2820.0 0 3059572 103875 None 3.10.3 110mm ---- including cost of all materials, labor ,HOM,l No 21.0 21.0 30.0 False None None False None False 630.0 0 3059573 103875 None 6.2.1 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.12" Sweep (300 mm) ---- including cost of all materials, labor ,HOM,l Each 2969.0 2969.0 3.0 False None None False None False 8907.0 0 3059574 103875 None 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 ---- including cost of all materials, labor ,HOM,l Each 2984.0 2984.0 46.0 False None None False None False 137264.0 0 3059575 103875 None 11.11.6 Supplying & fixing of retrofit type LED bulb . W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70 PERCENTAGE . efficacy 80 lumen per W, life25000 burning hours and Compliance to IS 10322 IEC 60598, LM 79 LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5 PERCENTAGE of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20PERCENTAGE, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABLCPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition 15W, 6500K ---- including cost of all materials, labor ,HOM,l Each 326.0 326.0 21.0 False None None False None False 6846.0 0 3059576 103875 None 11.14.3 Supplying and fixing of slim box fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube." 2 x 4' Tube light fitting. ---- including cost of all materials, labor ,HOM,l Each 421.0 421.0 74.0 False None None False None False 31154.0 0 3059577 103875 None 11.6.3 Supplying of recess mounting non integral type . LED w luminaire comprising of pressure decast extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5 percentageof lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABLCPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.LED modular down light 2'x2' 36 W ---- including cost of all materials, labor ,HOM,l Each 4553.0 4553.0 4.0 False None None False None False 18212.0 0 3059578 103875 None 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint."50 x 50 x 6 mm ---- including cost of all materials, labor ,HOM,l m 395.0 395.0 12.0 False None None False None False 4740.0 0 3059579 103875 None 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 clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete."14 SWG ---- including cost of all materials, labor ,HOM,l Sq CM 0.5 0.5 16400.0 False None None False None False 8200.0 0 3059580 103875 None 13.7.1 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. On wall/ ceiling / Rafter / Girders ---- including cost of all materials, labor ,HOM,l Each 122.0 122.0 78.0 False None None False None False 9516.0 0 3059581 103875 None 13.12 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired." Extra length of GI pipe of class B 19mm dia for down rod. ---- including cost of all materials, labor ,HOM,l m 197.0 197.0 22.0 False None None False None False 4334.0 0 3059582 103875 None 13.11 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired." ---- including cost of all materials, labor ,HOM,l Each 315.0 315.0 46.0 False None None False None False 14490.0 0 3059583 103875 None 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. ---- including cost of all materials, labor ,HOM,l Each 492.0 492.0 3.0 False None None False None False 1476.0 0 3059584 103875 None 5.16 Supplying and fixing of Shunt trip suitable for MCCB.CBCT ---- including cost of all materials, labor ,HOM,l Each 1703.0 1703.0 15.0 False None None False None False 25545.0 0 3059585 103875 None 5.26 Supplying, fixing and wiring 0 to 1500A CT operated AC analog type Ammeter without CT" ---- including cost of all materials, labor ,HOM,l Each 480.0 480.0 3.0 False None None False None False 1440.0 0 3059586 103875 None 5.27 Supplying, fixing and wiring rotary selector switch suitable for Ammeter" ---- including cost of all materials, labor ,HOM,l Each 200.0 200.0 2.0 False None None False None False 400.0 0 3059587 103875 None 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter" ---- including cost of all materials, labor ,HOM,l Each 1425.0 1425.0 2.0 False None None False None False 2850.0 0 3059588 103875 None 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." ---- including cost of all materials, labor ,HOM,l Each 515.0 515.0 3.0 False None None False None False 1545.0 0 3059589 103875 None 11.8.5 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr Lumen Maintenance of 70 percentage , maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect LED Streetlight 120 W ---- including cost of all materials, labor ,HOM,l No 10060.0 10060.0 4.0 False None None False None False 40240.0 0 3059590 103875 None 13.2.2 Supplying and Fixing.mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires."Using 32mm dia G.I.Pipe ---- including cost of all materials, labor ,HOM,l Each 1295.0 1295.0 4.0 False None None False None False 5180.0 0 3059591 103875 None 13.5 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires." ---- including cost of all materials, labor ,HOM,l Each 162.0 162.0 4.0 False None None False None False 648.0 0 3059592 103875 None 5.40.2 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 250 A 4 x 30 x 10 mm Aluminium Strips ---- including cost of all materials, labor ,HOM,l m 3435.0 3435.0 1.0 False None None False None False 3435.0 0 3059593 103875 None 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." ---- including cost of all materials, labor ,HOM,l Each 9255.0 9255.0 1.0 False None None False None False 9255.0 0 3059594 103875 None 5.18.1 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." 6-32Amps SP ---- including cost of all materials, labor ,HOM,l Each 415.0 415.0 3.0 False None None False None False 1245.0 0 3059595 103875 None 5.18.4 6-32 Amps DP ---- including cost of all materials, labor ,HOM,l Each 739.0 739.0 3.0 False None None False None False 2217.0 0 3059596 103875 None 5.18.8 40 Amps TPN ---- including cost of all materials, labor ,HOM,l Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 3059597 103875 None 5.19.7 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. 6Way SP & N ---- including cost of all materials, labor ,HOM,l Each 1791.0 1791.0 3.0 False None None False None False 5373.0 0 3059598 103875 None 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 ---- including cost of all materials, labor ,HOM,l No 3510.0 3510.0 2.0 False None None False None False 7020.0 0 3059599 103875 None 12.58.1 GI/Copper strips for grounding connections, using necessary fixing materials as required. ---- including cost of all materials, labor ,HOM,l m 82.0 82.0 10.0 False None None False None False 820.0 0 3059600 103875 None 12.58.2 25 x 3 mm GI strip ---- including cost of all materials, labor ,HOM,l No 743.0 743.0 2.0 False None None False None False 1486.0 0 3059601 103875 None Escom SR 32.05 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 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) ---- including cost of all materials, labor ,HOM,l Km 141842.47 141842.47 0.12 False None None False None False 17021.0964 0 3059602 103875 None WSSB SR P No.A-32 IT No.239 HDPE pipe grade PE100-PN 10, 63mm ---- including cost of all materials, labor ,HOM,l m 132.0 132.0 100.0 False None None False None False 13200.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710392636000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710392636000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710392636000 1 None None ELIGIBILITY The tenderer should be a KPWD registered contractors None 1710393057000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of on KPPP Portal or before the last date and time of bid submission. None 1710393062000 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 KPPP portal due to internet connectivity issues and technical glitches at bidders end. None 1710393068000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in MultipleTransaction are liable for rejection. None 1710393073000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1710393079000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1710393084000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders None 1710393096000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1710393103000 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 to the Bid. None 1710393108000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thiry first day of March of succeeding year(both days inclusive) None 1710393112000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire committement Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1710393122000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder None 1710393127000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1710393132000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing KP-procurement portal None 1710393137000 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 1710393141000 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 1710393146000 0 None None ELIGIBILITY The items quoted shall include cost of Royalty charges on constructive materials and other taxes as per the rates prevailing Govt Orders at the time of execution and including all the cost and conveyance of all materials, curing, loading and unloading with all lead and lifts, labour, hire charges of machinary and equipments, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. None 1710393155000 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 1710393159000 0 None None ELIGIBILITY Department will not supply any materials. None 1710393164000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1710393168000 0 None None ELIGIBILITY Epayment Challan should be Scanned None 1710393173000 0 None None ELIGIBILITY The Tenderer must be present during opening of tender and submit uploaded documents duly attested by Gazzeted Officer not below the rank of Executive Engineer and also produce original documents for confirmation at the time of opening. None 1710393177000 0 None None ELIGIBILITY As per Karnataka State Govt Order No:LD/300/LET/2006/Bangalore Dt: 1-1-2007 and Govt Ltr No:PW/134/BMS/2007, Dt: 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards Construction Labour Welfare fund. None 1710393182000 0 None None ELIGIBILITY THE CONTRACTORS ARE INSTRUCTED TO SUBMIT ONLY RELEVENT INFORMATION WITH RECORDS AS REQUIRED AND SPECIFIED IN QUALIFICATION CRITERIA.ANY JUNK ,SUPERFLUOS AND UNNECESARY DOCUMENTS IF UPLOADED WILL TREATED AS MISLEADING AND SUCH TENDERS ARE LIABLE TO BE REJECTED None 1710393189000 0 None None ELIGIBILITY Star Rates are applicable for this work as per Govt Circular No. PWD/159/CRM/2009 Dated: 30-09-2010 None 1710393194000 0 None None ELIGIBILITY The Project Completion period is 9 months and the Tenderer should maintain work during the defect liability period, which is (1) One year after successful completion of the work. None 1710393199000 0 None None ELIGIBILITY Work Completion/Execution Period : 9 Months Including Mansoon None 1710393205000 0 None None ELIGIBILITY Financial turover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria mentioned in the next section None 1710393211000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division Chikkodi during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. None 1710393215000 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 1710393222000 0 None None ELIGIBILITY The contractor should employ only registered labours Govt Circular No PWD198BMS2009 Dated 24 06 2009 As per EPF and MP act 1952 in respect of of the employees angaged by or through contractors agencies and contractors shall have provident fund code number all the contract employees deployed by them are enrolled as members of provident fund None 1710393227000 0 None None ELIGIBILITY Unique Document Identification Number (UDIN) form practicing Chartered Account is preferred None 1710393232000 0 None None ELIGIBILITY Appeal as per the Government Ltr No. 572/CRM/2020/PWD-COMM-1-PWD-SEC, Dtated: 09-10-2020 the appeal received in e-proc as per KTTP act/rules within the stipulated time will only the considered. Any written appeal received shall not be considered. None 1710393237000 0 None None ELIGIBILITY The items quoted shall include cost of Royalty charges on constructive materials and other taxes (excluding GST)as per the rates prevailing Govt Orders at the time of execution and including all the cost and conveyance of all materials, curing, loading and unloading with all lead and lifts, labour, hire charges of machinary and equipments, etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. None 1710393243000 0 None None ELIGIBILITY All formats prescribed in the bid documents shall be filled in completed manner (Section 3 & 4 of the bid document) and shall be uploaded properly signed by the tenderer. Necessary certificates shall be uploaded along with the formats wherever required. General documents section can be used for this purpose. None 1710393248000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Government orders None 1710393253000 0 None None ELIGIBILITY If no bid received auto extension will be done by KPPP Portal itself for 2 days None 1710393258000 0 None None ELIGIBILITY Contractor should prepare Quality Assurance Plan and get approved from Quality Assurance Executive Engineer before starting the work. None 1710393268000 1 None None ELIGIBILITY The EMD of Rs.3,89,000.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs.1,00,000.00 br e payment Part (2) Rs.2,89,000.00 EMD shall be in the form Bank Guarantee in the prescribed format obtained from any Nationalised / Scheduled Bank in favour of Executive Engineer, PWD Division, Chikodi payable at Chikodi. 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 its name should have in the last five years i.e., 2018-19,2019-20,2020-21,2021-22,2022-23 (c) executed in any one year, the following minimum quantities of work: 1)Excavation-475.00 CUM, 2)BBM/SSM-283.00 CUM, 3)Plastering-3429.00 SQM, 4)Concrete(PCC/RCC)-502.00 CUM, 5)Steel-54.00 TONNE, 6)Flooring-1447.00 SQM Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work of value not less than Rs.129.48 Lakhs, in previous five years. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Each Tenderer Should Demonstrte Following Machinery Availability by owning And Hiring the required or specified key and critical equipment for this work. (As Govt circular PWD.60.CRM.2021 Dated.08/11/2021) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Hire commitment Agreement ownership documents Lease Commitments Agreement Information in format-8 None None None None Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information 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 (AxNx1.5-B)Where A is Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited-0.75 Year.B-Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.75 year (Period of completion of the works for which tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation sheet on lettar head None None None None Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished). Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter head of the tenderer None None None None Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Auditors Report 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 Liquid Assets and or availability of credit facilities of no less than Rs.86.32 Lakhs (Credit Lines or letter of credit or certificates from the banks for meeting the fund requirement etc., Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19, 2019-20, 2020-21, 2021-22&2022-23 (a) achieved in at least two financial years a minimum financial turnover of Rs.517.94 Lakhs (in all classes of civil engineering construction works only) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Principal Place of Business Others Legal createdTs version createdDate modifiedDate documentName None None None None Others -- Declaration by the Bidder on the Letter Head None None None None Information on works which are yet to be completed. Others Committed Works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 5 and Certificates in Format 3 None None None None The EMD of Rs.3,89,000.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs.1,00,000.00 br e payment Part (2) Rs.2,89,000.00 EMD shall be in the form Bank Guarantee in the prescribed format obtained from any Nationalised / Scheduled Bank in favour of Executive Engineer, PWD Division, Chikodi payable at Chikodi. Others EMD createdTs version createdDate modifiedDate documentName None None None None Others -- Epayment Challan and Part-II Scanned copy of EMD None None None None Assessed Tender Capacity shall be more than the Tendered Amount Others Tender Capacity createdTs version createdDate modifiedDate documentName None None None None Others -- Assessment on the Letter Head of the Tenderer None None None None Information on litigation in which the Tenderer is involved: Others Litigation createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 10 None None None None Information of the works for which Tender acceptance letters are received. Others New Works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 6 and Letter of Acceptance None None None None Constitutional or Legal Status of the Tenderer Others Legal createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Name, Address, telephone No., Fax No., and email ID of the Tenderers 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 Information of the works for which Tenderer has submitted Tender Others Tendered Works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format 7
tenderCriterionDocumentList	documentName optional documentTypeText Contractors KPWD Civil Registration Certificate True Technical Bid Annual Turn Over Certificate from 2018-19 to 2022-23 True Technical Bid Financial work done certificate True Technical Bid Qtywise work done certificate True Technical Bid Machineries documents. True Technical Bid Line of credit in prescribed format True Technical Bid GST Registratation True Technical Bid Ongoing work details True Technical Bid Any other related documents True Technical Bid UDIN form practicing Chartered Account is preferred True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Buildings Belagavi Chikodi Chikkodi CHIKKODI (SC) Chikodi Assembly None None None None None None
tenderAddress	createdTs 1710496592000 version 0 createdDate None modifiedDate None blockNumber Basav Circle, Opp Court, Chikkodi street None city Chikkodi state Karnataka pin 591201
tenderRecallDTO	None