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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.1 LAdmitted-Finance 1 6 1 NETAJI NAGAR JADAVPUR KOLKATA WEST BENGAL 700092 UDYAM WB 10 0030905 | KOLKATA | WEST BENGAL | 700092 | ₹62.1 L | L1 | Admitted-Finance |
| 2 | L2₹62.5 LAdmitted-Finance | ₹62.5 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S S.K. Enterprise L1 | M/S AVA Trading Co L2 |
|---|---|---|---|---|---|
| 1.00 | 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.
All kinds of soil. | 203.61 | Cum | 298.32 ₹60,740.85 | 300.33 ₹61,149.69 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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) | 35.96 | Cum | 6,579.09 ₹2.4 L | 6,623.37 ₹2.4 L |
| 3.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | 586.81 | Cum | 6,919.59 ₹40.6 L | 6,966.16 ₹40.9 L |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 33.53 | Sqm | 320.27 ₹10,738.59 | 322.42 ₹10,810.86 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,758.82 | Kg | 93.24 ₹1.6 L | 93.86 ₹1.7 L |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,960.5 | Kg | 93.24 ₹3.7 L | 93.86 ₹3.7 L |
| 7.00 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 95.16 | Sqm | 632.68 ₹60,206.21 | 636.94 ₹60,611.44 |
| 8.00 | Columns, Pillars, Piers, Abutments, Posts and Struts | 134.12 | Sqm | 836.42 ₹1.1 L | 842.05 ₹1.1 L |
| 9.00 | 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 derived from natural sources) | 23.06 | Cum | 8,698.77 ₹2.0 L | 8,757.32 ₹2.0 L |
| 10.00 | 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 :
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) | 14.3 | Cum | 10,592.45 ₹1.5 L | 10,663.75 ₹1.5 L |
Tender Value
₹59.7 L
EMD Value
₹1.2 L
Closing Date
27 Feb 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer, PWD Barpeta District Territorial Building Division, Barpeta
Construction of Boundary wall at east and a small part of north side at newly constructed multistoried Judicial Court Building, Barpeta (Damaged caused by Recent Flood 2022)
2026_PWBNH_51243_1
BDTBD/25-26/MC/24/NEW/1624-A
Open Tender
Civil Works - Building
365 days
Barpeta Town
Qualification Documents
5 documents required · 5 mandatory
₹1,800
₹1.2 L
Yes
13 May 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
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. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 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. Thermo-Mechanically Treated bars of grade Fe-500D or more.
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 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 : 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)
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 Cement mortar 1:4 (1 cement :4 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine 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. Fixed to openings /wooden frames with rawl plugs screws etc.
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
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