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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC PATACHARKUCHI WARD NO 4 PO PS PATACHARKUCHI DIST BARPETA ASSAM | ₹39.8 L | L1 | Accepted-AOC L1 Bidder |
| 2 | Not Admitted-Fee/PreQual/Technical B B ROAD BARPETA ASSAM | BARPETA | ASSAM | 781301 | - | - | Not Admitted-Fee/PreQual/Technical Others-Trade license and property tax clearance not submitted as stipulated in the terms and conditions of Notice inviting tender |
| Sl No | Description | Qty | Unit | Mahirul Islam |
|---|---|---|---|---|
| 1.01 | 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 up-to 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | 173.87 | cum | 35,646.83 ₹35,646.83 |
| 1.02 | 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. | 261.98 | cum | 65,500.24 ₹65,500.24 |
| 1.03 | Soiling (or Subbase) of well burnt soiling bricks including filling of interstices and rolling. (Old size bricks, one layer laid on flat.) | 263.7 | sqm | 92,295 ₹92,295 |
| 1.04 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 26.37 | cum | 1,89,864.53 ₹1.9 L |
| 1.05 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA) 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 | 10.72 | sqm | 67,535.14 ₹67,535.14 |
| 1.06 | 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. | 10,648.84 | kg | 9,58,395.6 ₹9.6 L |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 130.68 | sqm | 84,943.31 ₹84,943.31 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 119.07 | sqm | 77,395.5 ₹77,395.50 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 241.25 | sqm | 1,68,875 ₹1.7 L |
| 1.10 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 268.46 | sqm | 2,02,687.3 ₹2.0 L |
Tender Value
₹41.9 L
EMD Value
₹83,740
Closing Date
9 Mar 2026, 2:00 pmClosed
Chairperson/Executive Officer
Chairperson/Executive Officer
Construction of Market Building G2 Ground Floor at Sorbhog Bazar under 15th FC 1st Installment Untied Basic Grant for the year 2021 22 during the year 2022 23 and Municipal Own Fund
2026_UDD_51396_1
SMB/PW/15th FC/679/2024-25/1101
Open Tender
Civil Works
180 days
Sorbhog Municipal Board
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
₹83,740
Yes
Sorbhog Municipal Board
13 Mar 2026
21 Feb 2026
9 Mar 2026
21 Feb 2026
9 Mar 2026
21 Feb 2026
23 Feb 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 up-to 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil
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.
Soiling (or Subbase) of well burnt soiling bricks including filling of interstices and rolling. (Old size bricks, one layer laid on flat.)
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA) 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
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.
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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 1:4 (1 cement :4 coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix : 13.7.1 1:3 (1 cement: 3 fine sand)
Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
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
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.3 Painting 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
Labour cess(considered a percentage of sum of items from 1 to 19
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