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noticeInvitingTenderDTO	createdTs 1717766881689 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 500.00 emd 21200.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 17-06-2024 16:30:00 tenderQueryClose 15-06-2024 11:00:00 technicalBidOpen 19-06-2024 16:45:00 publishedDate 09-06-2024 19:06:57 publishedByPost PWD_EE_DIV_BGV publishedByUser KPE12007 - S S SOBARAD bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson S S SOBARAD splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08312467103 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1717766881728 version 12 createdDate None modifiedDate None tenderNumber PWD/2024-25/BD/WORK_INDENT10879 title CONSTRUCTION OF SINGLE CLASS ROOM FOR GOVT. HIGHER PRIMARY SCHOOL AT KATRAL VILLAGE IN SAVDATTI TALUKA OF BAILHONGAL CONSTITUENCY OF BELAGAVI DIST. (Reserved for SC Category Only) description CONSTRUCTION OF SINGLE CLASS ROOM FOR GOVT. HIGHER PRIMARY SCHOOL AT KATRAL VILLAGE IN SAVDATTI TALUKA OF BAILHONGAL CONSTITUENCY OF BELAGAVI DIST. (Reserved for SC Category Only). category WORKS categoryText Works ecv 1690687.80 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1685 locationName PWD Division Office Belagavi provisionalAmount 1800000.0 groupOverheadTotal 0.0 fileNumber KPWD/AEE/BHL/BUILDING/2023-24/KATRAL/01
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1717766882000 0 None None Buildings GROUNDFLOOR 1639304.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3248491 112397 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing 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 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) Cum 112.1 112.1 8.72 False None None False None False 977.512 0 3248492 112397 None 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) Cum 120.36 120.36 77.19 False None None False None False 9290.5884 0 3248493 112397 None 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. Formwork included and (The cost of steel reinforcement 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) Cum 7067.02 7067.02 9.84 False None None False None False 69539.4768 0 3248494 112397 None 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ( Vol.2, P.No.5,I.No.4.1) Sqm 139.24 139.24 58.93 False None None False None False 8205.4132 0 3248495 112397 None 5.1.1 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ( Vol.2, P.No.9,I.No.5.3) Cum 6620.98 6620.98 9.97 False None None False None False 66011.1706 0 3248496 112397 None 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15-Item No 2.2.3) Cum 7476.48 7476.48 12.33 False None None False None False 92184.9984 0 3248497 112397 None 2.2.3 Formwark for Foundation upto Plinth @ 8%, Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15-Item No 2.2.3) A7 / S.No.22(2) Cum 598.12 598.12 12.33 False None None False None False 7374.8196 0 3248498 112397 None 2.2.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary,including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.4.3) Cum 7476.48 7476.48 1.44 False None None False None False 10766.1312 0 3248499 112397 None 2.2.3 Formwark for Foundation upto Plinth @ 8%, Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary,including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.2.3) A7 / S.No.22(2) Cum 598.12 598.12 1.44 False None None False None False 861.2928 0 3248500 112397 None 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary,including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.4.3) Cum 7476.48 7476.48 2.98 False None None False None False 22279.9104 0 3248501 112397 None 2.4.3 Formwark for Plinth beam @ 50%, Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary,including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.4.3) A7 / S.No.22(3) Cum 3738.24 3738.24 2.98 False None None False None False 11139.9552 0 3248502 112397 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( Vol.1,P.No.7, I.No.1.9) Cum 313.88 313.88 82.23 False None None False None False 25810.3524 0 3248503 112397 None 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. ( Vol.1,P.No.11, I.No.123) Cum 3164.76 3164.76 14.68 False None None False None False 46458.6768 0 3248504 112397 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum 8074.74 8074.74 3.15 False None None False None False 25435.431 0 3248505 112397 None 2.5.2 Formwark for Columns @ 70%, Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2), A7 / S.No.22(3) Cum 5652.32 5652.32 3.15 False None None False None False 17804.808 0 3248506 112397 None 2.5.2 Formwark for Lintels, Beams @ 60%, Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) A7 / S.No.22(4 & 5) Cum 4844.84 4844.84 3.19 False None None False None False 15455.0396 0 3248507 112397 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum 8074.74 8074.74 7.37 False None None False None False 59510.8338 0 3248508 112397 None 2.5.2 Formwark for Roof Slab @ 50%, Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum 4037.37 4037.37 7.37 False None None False None False 29755.4169 0 3248509 112397 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum 8074.74 8074.74 0.12 False None None False None False 968.9688 0 3248510 112397 None 2.5.2 Formwark for Chajja @ 45%, Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2), A7 / S.No.22(11) Cum 3633.63 3633.63 0.12 False None None False None False 436.0356 0 3248511 112397 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum 8074.74 8074.74 0.68 False None None False None False 5490.8232 0 3248512 112397 None 2.11 a Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol.2, P.No.84,I.No.11.32) Tonne 105559.26 105559.26 2.47 False None None False None False 260731.3722 0 3248513 112397 None 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.(Volume 2 Page No 14 Item No. 6.8) Cum 9403.42 9403.42 17.08 False None None False None False 160610.4136 0 3248514 112397 None 12.12 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications (Volume 2 Page No 100 Item No 12.12) Cum 146558.36 146558.36 0.105 False None None False None False 15388.6278 0 3248515 112397 None 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.-do- 40 mm thick one side teak and one side commercial.(Volume 2 Page No 106 Item No 12.57.8) Sqm 5074.0 5074.0 5.04 False None None False None False 25572.96 0 3248516 112397 None 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. (Volume 2 Page No 64 Item No. 9.30) Sqm 6287.04 6287.04 17.8 False None None False None False 111909.312 0 3248517 112397 None 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. (Volume 2 Page No 69 Item No. 10.2) Mtr 387.04 387.04 4.2 False None None False None False 1625.568 0 3248518 112397 None 12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight 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) Sqm 5927.14 5927.14 5.04 False None None False None False 29872.7856 0 3248519 112397 None A-24, S.No. 394 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm (Volume 2 Material component S.No.245, P.No. A-19) Sqm 330.4 330.4 8.01 False None None False None False 2646.504 0 3248520 112397 None 11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-Incharge including cost of materials, labour, usage charges of machinery complete as per specifications. (Volume 2 Page No 84 Item No 11.31) Kg 135.7 135.7 74.25 False None None False None False 10075.725 0 3248521 112397 None 11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (Volume 2 Page No 84 Item No 11.30.1) Sqm 1076.16 1076.16 2.97 False None None False None False 3196.1952 0 3248522 112397 None 11.34B 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 openings /wooden frames with rawl plugs screws etc (Vol.2, P.No.85, I.No.11.34B) Kgs 215.94 215.94 90.72 False None None False None False 19590.0768 0 3248523 112397 None 9.17.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 m (Vol.2, P.No.61, I.No.9.17.2) Sqm 1386.5 1386.5 38.04 False None None False None False 52742.46 0 3248524 112397 None 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) Sqm 300.9 300.9 69.64 False None None False None False 20954.676 0 3248525 112397 None 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) Sqm 118.0 118.0 109.29 False None None False None False 12896.22 0 3248526 112397 None 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 ) Sqm 437.78 437.78 148.93 False None None False None False 65198.5754 0 3248527 112397 None 9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Vol.2, P.No.65, I.No.9.36) Sqm 1947.0 1947.0 8.31 False None None False None False 16179.57 0 3248528 112397 None 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 (Vol.2, P.No.47, I.No.8.33.3) Sqm 164.02 164.02 8.01 False None None False None False 1313.8002 0 3248529 112397 None 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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.8.32) Sqm 184.08 184.08 174.51 False None None False None False 32123.8008 0 3248530 112397 None 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.33.1) Sqm 186.44 186.44 109.29 False None None False None False 20376.0276 0 3248531 112397 None 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.(Volume 2 Page No 105 Item No 12.51) Nos 1198.88 1198.88 2.0 False None None False None False 2397.76 0 3248532 112397 None 13.48 Providing and fixing on the wall face unplastisized rigid PVC rain water pipes confirmimg to IS:13592 Type A including jointing with seal ring confirmimg to IS:5382, leaving 10mm gap for thermal expansion, single socketed pipes 100mm diameter. ( Vol.2, 1st corrigendum I.No.13.48) Mtr 343.38 343.38 7.4 False None None False None False 2541.012 0 3248533 112397 None 11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge. (Vol.2, P.No.82, I.No.11.26.1) Kgs 162.84 162.84 176.58 False None None False None False 28754.2872 0 3248534 112397 None Rate Approved vide SE Ltr No : Dtd: Providing and fixing Green board for class room (Quotation rate) Each 9600.48 9600.48 2.0 False None None False None False 19200.96 0 3248535 112397 None 20.34.1 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete.125x70x4 mm (ordinary type) (Vol.2, P.No.176, I.No.20.34.1) Nos 200.6 200.6 8.0 False None None False None False 1604.8 0 3248536 112397 None A-25 S. No. 444 Hold fasts (Vol.2, P.No.A-27, S.No.285) Nos 59.0 59.0 12.0 False None None False None False 708.0 0 3248537 112397 None 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.108, I.No.12.73.1) Each 51.92 51.92 4.0 False None None False None False 207.68 0 3248538 112397 None 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.(Vol.2, P.No.107, I.No.12.60) Each 1241.36 1241.36 2.0 False None None False None False 2482.72 0 3248539 112397 None 12.60 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (Vol.2, P.No.107, I.No.12.63) No 153.4 153.4 2.0 False None None False None False 306.8 0 3248540 112397 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16,I.No.2.5.2) Cum 8074.74 8074.74 3.19 False None None False None False 25758.4206 0 3248541 112397 None 8.16 a 8.83 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, complete as per specifications. (Vol.2, P.No. , I.No.8.83) Sqm 1460.84 1460.84 9.09 False None None False None False 13279.0356 0 3248542 112397 None 15.2 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) Sqm 869.66 869.66 58.93 False None None False None False 51249.0638 0 3248543 112397 None 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Per cm Height Per Letter 4.72 4.72 4800.0 False None None False None False 22656.0 0 3248544 112397 None 6.8.1 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) Sqm 1260.24 1260.24 63.0 False None None False None False 79395.12 0 1717766882000 0 None None Buildings electric work 51383.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3248545 112398 None 1.9.2 SupplyingPVCflexibleconduitpipe.mmdiafixingonsurfaceoverinvertedtaperedwoodenplugsorphillplugsorrawlplugsandclampedusingheavygaugesaddlesatanintervalof300mmusingNFscrews and on either end of the pipe terminated completely 25mm Mtr 26.0 26.0 80.0 False None None False None False 2080.0 0 3248546 112398 None 1.6.5 Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 4"x4"x3" ( 101x101x76mm) Each 87.3 87.3 8.0 False None None False None False 698.4 0 3248547 112398 None 2.1.2 I. Point wiring using Copper wire with switch. SupplyingandwiringadoptingloopsysteminexistingPVCConduit/casingcappingusing2x1.5Sqmm(Phase&Neutral)&1x1.0sqmm(Earthwire)FRLSmultistrandPVCinsulatedcopperwire(confirmingtoIS694:andlatestamendments)witha6AmpsflushtypeSPcontrolswitchshallbefixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminatedwithsufficientlooselengthinawood/PVCroundblock.completeforeach outlet. Using class A Materials b) Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch Point 464.9 464.9 4.0 False None None False None False 1859.6 0 3248548 112398 None 2.1.3 SupplyingandwiringadoptingloopsysteminexistingPVCConduit/casingcappingusing2x1.5Sqmm(Phase&Neutral)&1x1.0sqmm(Earthwire)FRLSmultistrandPVCinsulatedcopperwire(confirmingtoIS694:andlatestamendments)witha6AmpsflushtypeSPcontrolswitchshallbefixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminatedwithsufficientlooselengthinawood/PVCroundblock.completeforeach outlet. Using class A Materials c) Long point above 6Mtr up to 10Mtr from tapping point to out let via switch Point 672.6 672.6 4.0 False None None False None False 2690.4 0 3248549 112398 None 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments 1.5 sqmm Mtr 30.7 30.7 125.0 False None None False None False 3837.5 0 3248550 112398 None 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments 2.5 sqmm Mtr 49.6 49.6 15.0 False None None False None False 744.0 0 3248551 112398 None 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments 4 sqmm Mtr 74.3 74.3 75.0 False None None False None False 5572.5 0 3248552 112398 None 3.4.1 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 1-2Way Each 162.8 162.8 3.0 False None None False None False 488.4 0 3248553 112398 None 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8Way Each 308.0 308.0 1.0 False None None False None False 308.0 0 3248554 112398 None 3.4.6 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12Way Each 376.4 376.4 2.0 False None None False None False 752.8 0 3248555 112398 None 3.5.1 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. Group-A 1 to 2 Module Each 161.7 161.7 3.0 False None None False None False 485.1 0 3248556 112398 None 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8Moudule Each 335.1 335.1 1.0 False None None False None False 335.1 0 3248557 112398 None 3.5.6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 12Moudule Each 405.9 405.9 2.0 False None None False None False 811.8 0 3248558 112398 None 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Using Group "A" materials 6Amps one way. Each 120.4 120.4 10.0 False None None False None False 1204.0 0 3248559 112398 None 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Using Group "A" materials Stepped Fan Regulator. Each 421.3 421.3 2.0 False None None False None False 842.6 0 3248560 112398 None 3.6.7 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Using Group "A" materials 16Amps one way switch Each 212.4 212.4 6.0 False None None False None False 1274.4 0 3248561 112398 None 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Using Group "A" materials 32Amps DP switch Each 384.7 384.7 2.0 False None None False None False 769.4 0 3248562 112398 None 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Using Group "A" materials 6/16Amps universal socket Each 278.5 278.5 4.0 False None None False None False 1114.0 0 3248563 112398 None 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Using Group "A" materials 6Amps 3way socket. Each 201.8 201.8 4.0 False None None False None False 807.2 0 3248564 112398 None 11.3.2 Supplying of .feet PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V 50/60Hz & Power factor 0.9 along with CE approved. years Warranty against any manufacturing defect working under standard electrical condition.12.3.2 LED light fitting 1 x 4'- 20/22 w Each LED light fitting 1 x 4'- 20/22 w Each Each 814.2 814.2 5.0 False None None False None False 4071.0 0 3248565 112398 None 5.7.2 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 32Amps Each 284.4 284.4 1.0 False None None False None False 284.4 0 3248566 112398 None 5.18.1 Supplying&fixingminiaturecircuitbreakersonexistingMCBdistributionboardsusingnecessaryfixingmaterialsand'C'Typecurve,indicatorON/OFF,energycross3withShortcircuitbreakingcapacityof10KandcompletewiringasrequiredconfirmingtoIEC60898. a) 6-32Amps SP Group 'A' Each 489.7 489.7 1.0 False None None False None False 489.7 0 3248567 112398 None 5.18.4 Supplying&fixingminiaturecircuitbreakersonexistingMCBdistributionboardsusingnecessaryfixingmaterialsand'C'Typecurve,indicatorON/OFF,energycross3withShortcircuitbreakingcapacityof10KandcompletewiringasrequiredconfirmingtoIEC60898. 6-32 Amps DP Group 'A' Each 872.0 872.0 1.0 False None None False None False 872.0 0 3248568 112398 None 5.19.11 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. III - Double Door a) 4Way TP &N Each 4764.8 4764.8 1.0 False None None False None False 4764.8 0 3248569 112398 None 12.56 Supplying,fixing,wiring,earthelectrodeforgroundingconduits,I.C.cutoutsandotherequipment'sonthemeterboardusing40mmdia2.90mmthickGIpipe2.5mlongburiedinapit.Thepitshouldbefilledwithequalproportionofsaltandcharcoal150mmallroundthepipetocompletedepth.Theconnectionfromthepipetotheconduitetc.,istobeestablishedthroughGIwireofsizeasperlSIspecification7.3.3.ofIS732using12mmdiabolts,nuts,washersandchecknutsetc., the pipe shall have 16 through holes of 12 mm dia No 4141.8 4141.8 1.0 False None None False None False 4141.8 0 3248570 112398 None 6.3 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system and as per technical data approved. 48" Sweep (1200mm) Each 3521.1 3521.1 2.0 False None None False None False 7042.2 0 3248571 112398 None 5.6.1 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws." 8"x6"1.5 Each 102.7 102.7 1.0 False None None False None False 102.7 0 3248572 112398 None 5.6.4 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws.12"x12"2" Each 213.6 213.6 1.0 False None None False None False 213.6 0 3248573 112398 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 Each 144.0 144.0 5.0 False None None False None False 720.0 0 3248574 112398 None 13.10 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. Each 201.8 201.8 2.0 False None None False None False 403.6 0 3248575 112398 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 completely 20mm Mtr 22.4 22.4 2.0 False None None False None False 44.8 0 3248576 112398 None 1.2.1 Concealed Conduit System Supplying heav 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 Part - ichapter - i,Page No - 1 19/20 mm dia 2 mm thick m 77.9 77.9 20.0 False None None False None False 1558.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1717933900000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1717933900000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1717933900000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1717933900000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1717933900000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1717933961000 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 1717933967000 0 None None ELIGIBILITY Tender invited only for eligible contractors registered under Karnataka Public Works Dept None 1717933971000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1717933975000 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 1717933980000 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 1717933984000 0 None None ELIGIBILITY All the documents to be uploaded shall be neatly scanned and the documents scanned shall be in original. None 1717933990000 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 1717933994000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1717933999000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal None 1717934004000 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 1717934009000 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 1717934014000 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 1717934019000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders None 1717934024000 0 None None ELIGIBILITY All the Formats prescribed in the bid documents shall be filled in complete manner. ( section 3 & 4 of the bid document ) and shall be uploaded properly, signed by Tenderer . Necessary Certificates shall be uploaded along with the formats wherever required. General documents Section can be used for this purpose. None 1717934028000 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 1717934033000 0 None None ELIGIBILITY Department will not supply any materials. None 1717934038000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1717934042000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division Belagavi during office hours on all working days. It may be noted that if any of the dates mentioned above happened next working day will holds good in lieu of the dates mentioned. None 1717934048000 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 1717934052000 0 None None ELIGIBILITY The contractor should employ only registered labours as per Govt. Circular No. PWD/198/BMS/2009/ Dated: 24-06-2009. As per EPF & MP act 1952 in respect of the employees engaged by or through contractors, agencies and contractors shall have provident fund code no. & all the contract employees deployed by them are enrolled as members of provident fund. None 1717934056000 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 1717934062000 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 1717934066000 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 1717934070000 0 None None ELIGIBILITY The item rates are inclusive of all other charges. None 1717934075000 0 None None ELIGIBILITY Under this contract, the GST is included in the item wise basic rates, the rates quoted by the Contractor shall be deemed to be inclusive of GST. None 1717934079000 0 None None ELIGIBILITY The contractor shall quote the rates with adding GST for either materials, labours or works contract (Service). GST will not be paid separately to the contractor under this work. None 1717934083000 0 None None ELIGIBILITY The Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time. None 1717934088000 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 2024-25 in the Technical Qualification Criteria None 1717934094000 0 None None ELIGIBILITY The Project Completion period is 06 (Six) months and the Tenderer should maintain work during the defect liability period, which is (1) One year after successful completion of the work. (including Monsoon). None 1717934099000 0 None None ELIGIBILITY Appeal - As per the Govt. ltr no 572/CRM/2020/PWD-COMM-1-PWD-SEC, dated 09.10.2020 the Appeals received in e-procurement as per KTPP Act / Rules within the stipulated time will only be considered. Any written Appeal Received shall not be considered. None 1717934104000 0 None None ELIGIBILITY The tenderer should be a KPWD registered Class-IV and Above Contractor None 1717934110000 0 None None ELIGIBILITY Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered 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 Period i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 achieved in at least one financial years an average financial turnover of Rs. 16.91 Lakhs (in all classes of civil engineering construction works only) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None The Tenderer shall obtain the similar work done Any Construction work certificate within the financial years of 2019-20 to 2023-24 (25% of the Amount Put to Tender) i.e., Rs. 4.23 lakhs 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 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderers who meet the above specified minimum qualifying criteria will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity equal to (AxNx5.00 - B) A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. 0.50 Year where B equal to Value at 2024-25 price level, of existing commitments and on-going works to be completed during the next 0.50 Year form the probable date of Award of this contract. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Calculation Sheet on letter head None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessment on the Letter Head of the Tenderer None None None None List of works for which tenders already submitted Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Formats enclosed with this NIT None None None None List of existing commitments and ongoing works Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Formats enclosed with this NIT None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement of value of civl engineering works executed and payments received in the last five years (year-wise) None None None None Qualification and experience of the key technical and Management personnel in permanent employment with the Tenderer and those that are proposed to be deployed on this work, if work is awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel None None None None 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 The EMD of Rs.21,200.00 shall be paid in full through e-payment in favour of Executive Engineer, PWD Belagavi Division, Belagavi Others EMD createdTs version createdDate modifiedDate documentName None None None None Others -- Through e-payment None None None None Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers and Bankers Others Bankers Address createdTs version createdDate modifiedDate documentName None None None None Others -- Information on the Letter Head of the tenderer None None None None The tenderer should be a KPWD registered Class-IV and Above Contractor Others Civil Contract License createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate from CA from 2019-20 to 2023-24 True Technical Bid Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste reserved category as prescribed in the tender document. True Technical Bid The tenderer should be a KPWD registered Class-IV and Above Contractor True Technical Bid Work done certificate for similar nature of Work from Competant authority Rank of Executive Engineer & above True Technical Bid Name and Address of Contractor for Communication True Technical Bid UDIN is Preffered True Technical Bid List of ongoing works/ Works in Hand True Technical Bid Bid capacity on Letter head True Technical Bid The Contractor belonging to the Scheduled Caste/Scheduled Tribe shall be DOMICILE of the State of Karnataka for more than 10 years and shall up load Residential / Domicile Certificate issued by the competent Authority. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None