Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.0 LAdmitted-Finance | ₹34.0 L | L1 | Admitted-Finance |
| 2 | L1₹34.0 LAdmitted-Finance METUAKUCHI BARPETA ASSAM | BARPETA | BARPETA | ASSAM | 781301 | ₹34.0 L | L1 | Admitted-Finance |
| 3 | L1₹34.0 LAdmitted-Finance | ₹34.0 L | L1 | Admitted-Finance |
| 4 | L1₹34.0 LAdmitted-Finance | ₹34.0 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DIPANKAR BAYAN L1 | M/s Shivam Consortium L1 | Prasanta Das L1 | BISWADEV DAS L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in
charge.2.6.1 All kinds of soil | 68.4 | cum | 1,000 ₹68,400 | 200 ₹13,680 | 150 ₹10,260 | 100 ₹6,840 |
| 2.00 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 294.92 | sqm | 1,350 ₹4.0 L | 850 ₹2.5 L | 1,000 ₹2.9 L | 490 ₹1.4 L |
| 3.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level..22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,644.59 | kg | 130 ₹4.7 L | 100 ₹3.6 L | 110 ₹4.0 L | 200 ₹7.3 L |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass
concrete | 85.76 | sqm | 300 ₹25,728 | 450 ₹38,592 | 400 ₹34,304 | 400 ₹34,304 |
| 5.00 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 153.71 | sqm | 350 ₹53,798.50 | 350 ₹53,798.50 | 500 ₹76,855 | 500 ₹76,855 |
| 6.00 | Columns, Pillars, Piers, Abutments, Posts and Struts | 36.72 | sqm | 400 ₹14,688 | 450 ₹16,524 | 499.99 ₹18,359.63 | 600 ₹22,032 |
| 7.00 | 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 :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 17.25 | cum | 9,000 ₹1.6 L | 11,000 ₹1.9 L | 8,000.1 ₹1.4 L | 700 ₹12,075 |
| 8.00 | 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). | 9.85 | cum | 9,500 ₹93,594 | 11,000 ₹1.1 L | 8,000 ₹78,816 | 500 ₹4,926 |
| 9.00 | 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) | 36.34 | cum | 15,000 ₹5.5 L | 7,000 ₹2.5 L | 8,000.01 ₹2.9 L | 500 ₹18,170 |
| 10.00 | 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 1:4 (1 cement :4 coarse sand) | 263.34 | sqm | 600 ₹1.6 L | 700 ₹1.8 L | 1,050 ₹2.8 L | 300 ₹79,002 |
Tender Value
₹37.8 L
EMD Value
₹75.7 L
Closing Date
2 Apr 2026, 3:00 pmClosed
Chairman Barpeta Municipal Board Barpeta
BMB
Construction of Assam Type Chalighar Market Building
2026_UDD_51959_1
NIT NO 29 OF 2025-26
Open Tender
Civil Works - Building
BMB
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
Yes
₹75.7 L
Yes
11 May 2026
13 Mar 2026
2 Apr 2026
13 Mar 2026
2 Apr 2026
13 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.2.6.1 All kinds of soil
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level..22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
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 :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived 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 1:4 (1 cement :4 coarse sand)
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine 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.10.16.1 Hot finished welded type tubes
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm 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 0.63 mm thick with zinc coating not less than 275 gm/ m²
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately)
Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).12.26.1 6 mm thick Cement fiber board as per IS: 14862
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.
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)
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.41 MB
SBD.pdf
Tender Documents • 1.06 MB
BOQ_82317.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid