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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.4 LAccepted-AOC C O MOHAN BASUMATARY PATHAKPUR H NO 36 P O PATHAKPUR P S MAZBAT DIST UDALGURI BTC ASSAM PIN 784509 | PATHAKPUR | UDALGURI | ASSAM | 784509 | ₹44.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹44.8 LRejected-AOC C O PRODIP NARZARI NATUN HAPAGAON P O GORAIBARI P S DIST UDALGURI BTC ASSAM PIN 784509 | GORAIBARI | UDALGURI | ASSAM | 784509 | ₹44.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹45.3 LRejected-AOC C O NAGESWAR BRAHMA PURANI GARAIBARI P O P S UDALGURI DIST UDALGURI BTC ASSAM PIN 784509 | UDALGURI | UDALGURI | ASSAM | 784509 | ₹45.3 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ANIMA DAIMARI L1 | RATUL BRAHMA L3 | ANNAI NARZARI L2 |
|---|---|---|---|---|---|---|
| 1.00 | 1. Construction of Markaj Bhawan
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil | 75.55 | Cum | 305.5 ₹23,079.61 | 305.5 ₹23,079.61 | 305.5 ₹23,079.61 |
| 2.00 | 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 | 357.08 | Sqm | 646.67 ₹2.3 L | 646.67 ₹2.3 L | 740 ₹2.6 L |
| 3.00 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size) | 26.69 | Cum | 7,277.57 ₹1.9 L | 7,277.57 ₹1.9 L | 7,277.57 ₹1.9 L |
| 4.00 | 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 | 1,497.36 | Kg | 95.48 ₹1.4 L | 95.48 ₹1.4 L | 95.48 ₹1.4 L |
| 5.00 | 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 | 1,621.47 | Kg | 95.48 ₹1.5 L | 95.48 ₹1.5 L | 95.48 ₹1.5 L |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 61.48 | Sqm | 327.97 ₹20,163.60 | 327.97 ₹20,163.60 | 327.97 ₹20,163.60 |
| 7.00 | 5.9.6 Coloumn, pillars, piers, abutments, posts and Struts | 71.58 | Sqm | 856.53 ₹61,310.42 | 856.53 ₹61,310.42 | 856.53 ₹61,310.42 |
| 8.00 | 5.9.5 Lentils, beams, plinth beams, girders, bressumers and cantilevers | 131.8 | Sqm | 647.89 ₹85,391.90 | 647.89 ₹85,391.90 | 647.89 ₹85,391.90 |
| 9.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 4.76 | Sqm | 816.38 ₹3,885.97 | 816.38 ₹3,885.97 | 816.38 ₹3,885.97 |
| 10.00 | 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 1:1.5:3 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 24.05 | Cum | 8,462.12 ₹2.0 L | 8,462.12 ₹2.0 L | 8,462.12 ₹2.0 L |
Tender Value
₹44.4 L
EMD Value
₹88,886
Closing Date
4 Mar 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of Markaj Bhawan at Aminpara, 37 Dhansiri under SOPD Bodoland Welfare Department, 2025-26. TN_111_27
2026_BTC_51182_1
No.ACE-133/PWD/G.79/2025-26/69
Open Tender
Civil Works - Building
180 days
Kokrajhar
Refer to SBD
4 documents required · 4 mandatory
₹1,000
₹88,886
Yes
6 Jun 2026
16 Feb 2026
5 Mar 2026
16 Feb 2026
4 Mar 2026
16 Feb 2026
16 Feb 2026 - 4 Mar 2026
1. Construction of Markaj Bhawan Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 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) derived from natural sources : 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
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 Coloumn, pillars, piers, abutments, posts and Struts
5.9.5 Lentils, 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 1:1.5:3 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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. 6.13.2 Cement mortar 1:3 (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) 9.5.1Second class teak wood 9.5.1.1 35 mm thick shutters
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes
12 mm cement plaster of mix : 13.4.1 1:4 (1 cement: 4 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.2 1:6 (1 cement: 6 coarse sand)
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 & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 12.65.1 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.
Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : 12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm)
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
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 grouting the joints with white cement and matching pigments etc., complete. 11.41.2 Size of Tile 600x600 mm
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12 mm cement plaster
Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 12.52.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth
Providing and applying plaster of paris putty of 2 mm 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 250x16 mm
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 250x10 mm
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 : 9.100.1 125 mm
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