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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.9 LAccepted-AOC | ₹99.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹100.0 L+₹5,852.54 (0.06%)Rejected-Finance WARD NO 5 TENGAPARA P O P S DIST KOKRAJHAR PIN 783370 | KOKRAJHAR | ASSAM | 783370 | ₹100.0 L+₹5,852.54 (0.06%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical J D ROAD WARD NO 4 P O KOKRAJHAR P S KOKRAJHAR DIST KOKRAJHAR BTR ASSAM | KOKRAJHAR | ASSAM | 783331 | - | - | Rejected-Technical Disqualified |
Tender Value
₹100.0 L
EMD Value
₹2.0 L
Closing Date
28 Feb 2024, 1:00 pmClosed
KC Boro
SE PWD BLDG KOKRAJHAR
Superior Tenting Accommodation under Tourism Department at Bogamati Tongshi under SOPD for the financial year 2023-24TN_614
2024_BoTC_36240_1
TECH_17/SE_B/Tender/2021_22/28
Open Tender
Civil Works - Building
Works
365 days
Baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
Yes
₹2.0 L
Yes
20 Mar 2024
14 Feb 2024
28 Feb 2024
14 Feb 2024
28 Feb 2024
14 Feb 2024
14 Feb 2024 - 28 Feb 2024
Amount
Const. of Cottage Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap): 20.3.1 300mm dia piles metre 2560.90
Lateral load testing of single pile in accordance with IS Code of practice IS:2911 (Part IV) for determining safe allowable lateral load on pile: 20.8.1 Upto 50 tonne capacity pile per test 18463.55
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (Non modular) bricks of class designation 7.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level : 4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.1 Mild steel and Medium Tensile steel bars
Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.
5.9.3 Suspended floors, roofs, landings, balconies and access platform
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level : 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) :3 graded stone aggregate 20mm nominal size).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand).
Half brick masonry with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 16.13.2 Cement mortar 1:4 (1 cement: 4 coarse sand).
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.1 Second class teak wood
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately). 9.5.1 Second class teak wood 9.5.1.1 35mm thick shutters
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick: 9.7.1 Second class teak wood
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately): 21.1.1 for fixed portion 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron).
21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately). 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron).
Filling the gap in between aluminium frame & adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 21.8.1 Upto 5mm depth and 5mm width
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): 21.3.2 With float glass panes of 5mm thickness (weight not less than 12.50 kg/sqm)
12mm cement plaster of mix : 13.4.2 1:6 (1 cement: 6 coarse sand)
15mm cement plaster on rough side of single of half brick wall of mix: 13.5.2 1:6 (1 cement: 6 coarse sand)
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. 9.48.1 Fixed to steel windows by welding
Marble stone flooring with 18mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with: 11.23.1 Makrana white second quality
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.3 Electric resistance or induction butt welded tubes
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.3 0.63mm thick with zinc coating not less than 275 gm/m2
Providing ridges or hips of width 60cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63mm thick with zinc coating not less than 275 gm/m2
Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120gms/sqm (both side inclusive) as per IS:277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the spacing of 1200mm centre to centre, to which the ceiling sectiong 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm centre to centre, shall be fixed in a direction perpendicular to ..........all complete as per drawings, specification and direction of the Engineer in charge but excluding the cost of painting with: 12.45.1 12.5mm thick tapered edge gypsum plain board conforming to IS:2095-(Part-I): 2011 (Board with BIS certification marks).
Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer.
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1 Water thinnable cement primer
Finishing walls with water proofing cement paint of required shade: 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
Applying priming coat: 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
Providing and fixing aluminium sliding door 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 nuts and screws etc. complete. 9.96.2 250x16mm
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: 9.97.2 250x10mm
Providing and fixing aluminium handles, 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. 9.100.1 125mm
Sanitary Works Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level whitc P.V.C. flushing cistern, including flush pipe with manually controlled device (handle lever) conforming to IS: 7231 with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid
Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size 630 x 450 mm with a pair of 15mm C.P. brass pillar taps
Providing and fixing mirror of superior glass (of approved quality) and of required shade and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: 17.32.2 Rectangular shape 453x357mm
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170 gms.
Providing and fixing soil, waste and vent pipes: 17.35.1 100mm dia 17.35.1. 1 Sand cast iron S&S pipe as per IS:1729
Septic Tank Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 2.8.1 All kinds of soil.
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (Non modular) bricks of class designation 7.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 4.1.5 1:3:6 (1 cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 20mm nominal size).
Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.3 Suspended floors, roofs, landings, balconies and access platform
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 5.1.3 1:2:4 (1 cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand).
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: 6.12.2 Cement mortar 1:4 (1 cement: 4 coarse sand).
12mm cement plaster of mix : 13.4.2 1:6 (1 cement: 6 coarse sand)
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12mm cement plaster
Supplying and fixing C.I. cover without frame for manholes: 19.18.2 500mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58kg
Plantation Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth it any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 2.14.1 Holes 1.2m dia and 1.2m deep
Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement:6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete: 2.15.1 With common burnt clay F.P.S (non modular) bricks of class designation 5.0
Providing and stacking of Azadirachta indica (Neem) of height 120-130cm in big polybag of size 25cm as per direction of the Officer-in-charge.
Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150cm in big poly bags of size 25cm as per direction of the Officer-in-charge.
Providing and stacking of Delonix regia (Gulmohar) of height 150-165cm in big poly bags of size 25cm as per direction of the Officer-in-charge.v
Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165cm in earthen pots of size 25cm as per direction of the Officer-in-charge.
Water Supply Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 2.8.1 All kinds of soil.
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (Non modular) bricks of class designation 7.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 4.1.5 1:3:6 (1 cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 20mm nominal size).
Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.3 Suspended floors, roofs, landings, balconies and access platform
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
Boring with 100mm diameter casing pipe for hand pump/tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump/tube well is lowered and tested: 18.42.3 Beyond 12m and up to 18m depth
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings this includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer-in-charge. External work 18.9.7 62.50mm nominal inner dia pipes
Providing and placing in position filters of 40mm diameter G.I. pipe with brass strainer of approved quality.
Development of tube well in accordance with IS:2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
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 1.00m 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. 18.7.5 40mm nominal outer dia Pipe
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Egnineer-in-Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.3 25mm nominal outer dia Pipes
18.8.1 15mm nominal outer dia Pipes
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 18.52.1 15mm nominal bore
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. 18.49.1 15mm nominal bore
Electrical Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A
Wiring for circuit/sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 1.14.1 2 x 1.5 sq.mm + 1 x1.5 sq.mm earth wire
1.14.2 2 x 2.5 sq.mm + 1 x2.5 sq.mm earth wire
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
Supplying and fixing PVC batten/angle holder including connections etc. as required.
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.3.1 6 way, Double door.
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole
Double pole
Earthing with G.I. earth pipe 4.5 metre long, 40mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/coke and salt) as required.
Supplying and laying 6 SWG G.I. wire at 0.50 metre below groud level for conductor earth electrode, including connection/termination with G.I. thimble etc. as required.
Supplying with including fitting fixing of ceiling fan etc. 1200mm Sweep. (USHA make)
Supplying with including fitting fixing of 20 Watt LED Tube Light etc. as directed by the Deptt.
Supplying with including fitting fixing of Exhaust Fan 300mm sweep etc. as directed by the Department. (USHA make)
Supplying with including fitting fixing of LED Bulb 9 Watt etc. as directed by Department.
Supplying with including fitting fixing of 18 Watt LED Ultra Slim recess-mounting round LED Down Light. (Hevells/Orient/Bajaj make) etc.
Supplying with fitting fixing of 1 HP single phase Submersible pump set. (Kirloskar or Crompton) make.
Supplying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminium conductor up to 10 sq.mm. balancestranded conductor, XLPE Insulated, core laid up, PVC tape inner sheathed, Armor (Aluminium wire for single core up to 70 sq.mm, balance Aluminium strip, Galvanized wire for cable up to 2 x 10 sq.mm, 4 x 6 sq.mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100V grad as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR or equivalent make as approved by the Deptt.) 35.00 sq.mm 3 1/2 Core U.G. Cable (For service line).
Gautam Brahma
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