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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-Finance | ₹50.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹50.0 L+₹553.88 (0.01%)Accepted-Finance S O SHRI DINESH CH BASUMATARY VILL SHYAMTHAIBARI P O P S SERFANGURI DIST KOKRAJHAR BTC ASSAM | SERFANGURI | KOKRAJHAR | ASSAM | ₹50.0 L+₹553.88 (0.01%) | L2 | Accepted-Finance L2 |
| 3 | L3₹50.0 L+₹1,671.56 (0.03%)Accepted-Finance VILL NO 2 KATALIGAON P O MUSHALPUR DIST BAKSA BTC ASSAM PIN 781372 | BAKSA | ASSAM | 781372 | ₹50.0 L+₹1,671.56 (0.03%) | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | RANJAN BORO L3 | Sri Alongbar Basumatary L1 | Sri Sanswrang Basumatary L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including gettout out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil | 88.06 | Cum | 205.45 ₹18,091.93 Lowest | 205.45 ₹18,091.93 Lowest | 205.45 ₹18,091.93 Lowest |
| 2.00 | Dry brick pitching half brick in drains including supply of bricks and preparing the surface complete. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 432.44 | Sqm | 607.2 ₹2,62,577.57 Lowest | 607.2 ₹2,62,577.57 Lowest | 607.2 ₹2,62,577.57 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand(zone-III): 6 graded stone. | 32.43 | Cum | 6,833.4 ₹2,21,607.16 Lowest | 6,833.4 ₹2,21,607.16 Lowest | 6,833.4 ₹2,21,607.16 Lowest |
| 4.00 | Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/ workshop to construction site including placing in position and binding all complete above plinth level. Thermo-mechanically treated bars of grade Fe-500D or more | 5,667.75 | Kg | 83.15 ₹4,71,273.41 Lowest | 83.15 ₹4,71,273.41 Lowest | 83.15 ₹4,71,273.41 Lowest |
| 5.00 | Form Work. Foundations, footing, bases of columns etc. for mass concrete. | 67.91 | Sqm | 307.95 ₹20,912.88 Lowest | 307.95 ₹20,912.88 Lowest | 307.95 ₹20,912.88 Lowest |
| 6.00 | Form work. Columns, pillars, piers, abutments, posts and struts. | 118.8 | Sqm | 804.25 ₹95,544.9 Lowest | 804.25 ₹95,544.9 Lowest | 804.25 ₹95,544.9 Lowest |
| 7.00 | Form work. Lintels, beams, plinth beam, girders, bressumers and cantilevers. | 362.88 | Sqm | 608.35 ₹2,20,758.05 Lowest | 608.35 ₹2,20,758.05 Lowest | 608.35 ₹2,20,758.05 Lowest |
| 8.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work upto plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 gradged stone aggregate 20mm nominal size | 26.71 | Cum | 8,364.2 ₹2,23,407.78 Lowest | 8,364.2 ₹2,23,407.78 Lowest | 8,364.2 ₹2,23,407.78 Lowest |
| 9.00 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) | 81.49 | Cum | 5,746.8 ₹4,68,306.73 Lowest | 5,746.8 ₹4,68,306.73 Lowest | 5,746.8 ₹4,68,306.73 Lowest |
| 10.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. | 422.42 | Cum | 368.65 ₹1,55,725.13 Lowest | 368.65 ₹1,55,725.13 Lowest | 368.65 ₹1,55,725.13 Lowest |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
20 Aug 2025, 2:30 pmClosed
Block Development Officer
Borobazar T.D. Block, Borobazar
Const. of Market Shed at Mongolian Bazar under Borobazar Dev. Block ,Dist-Chirang.
2025_BoTC_46035_1
BDB/Market/2025-26/Pt.1/2
Open Tender
Civil Works
Item Rate
90 days
Chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹1 L
Yes
4 Feb 2026
30 Jul 2025
21 Aug 2025
30 Jul 2025
20 Aug 2025
30 Jul 2025
30 Jul 2025 - 19 Aug 2025
Amount
Earthwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including gettout out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil
Dry brick pitching half brick in drains including supply of bricks and preparing the surface complete. 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 upto plinth level. 1:3:6 (1 cement: 3 coarse sand(zone-III): 6 graded stone.
Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/ workshop to construction site including placing in position and binding all complete above plinth level. Thermo-mechanically treated bars of grade Fe-500D or more
Form Work. Foundations, footing, bases of columns etc. for mass concrete.
Form work. Columns, pillars, piers, abutments, posts and struts.
Form work. Lintels, beams, plinth beam, girders, bressumers and cantilevers.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work upto plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 gradged stone aggregate 20mm nominal size
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete.
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttress, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and strut etc. above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 ( 1 cement: 1.5 coarse sand (zone-III): 3 gradged stone aggregate 20mm nominal size).
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 corse sand (zone-III) : 3 graded stone aggregate 20mm nominal size)
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III): 4 graded stone aggregate 12.5m nominal size).
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level. Cement mortar(1 cement: 3 coarse sand).
15mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement : 4 coarse sand).
15mm cement plaster 1:3 (1 cment: 3 coarse sand) finishe dwith floating coat of neat cement on the rough side of single or half brick wall (a) 15mm thick
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3 kg/ sqm including gouting the joints with white cement and matching pigments etc. complete. size of Tiles 600x600mm
Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacture over the plastered wall surface to prepare the surface even and smooth complete.
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer.
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work.
Finishing walls with Acrylic Smooth exterior paint of required shade. New work (Two or more coat applied @ 1.67 lts/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm.
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. Hot finished welded type tubes.
Provided and fixing precoated galvanised iron profile sheets ( size, shape and pitch of corrugation as approved by Engineer- in-charge) 0.50mm (+0.05%) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/ self tapping screws of size (5.5 x 55mm) with EPDM seal, complete upto any pitch in horizonal/ vertical or curved surfaces, excluding cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanized steel sheet roofing accessories 0.50mm (+0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete. Ridges plain (500-600mm) 80 mm thick with zinc coating not less than 275 gm/m2.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm (+0.05%) total coated thickness, Zinc coating 120grams per sqm as per IS: 277 in 240 mps steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drililng/ self tapping screws complete): Barge board (Upto 300mm)
Providing and fixing false ceiling at all height including providing and fixing frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gm/ 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 25 x 10 x 0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45 x 15 x 0.9mm running at the spacing of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm centre to centre shall fixed in a direction perpendicular to G.I. intermeidate channel with connecting clips made out of 2.64mm dia x 230mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partition with the help of rawl plugs at 450mm centre with 25mm long dry wall screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25mm at 230mm c/c including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably. 12.5mm thick tapered edge gypsum plain board conforming to IS: 2095 (Part-I): 2011 (Board with BIS certification marks).
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Treatment of soil under existng floors using chemical emulsion @ one litre per hole, 300mm apart including drilling 12mm diameter boles and plugging with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.
External Electrification (3.75% of civil work)
Sri Sanswrang Basumatary (BID ID -277643)
RANJAN BORO (BID ID -277646)
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