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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹50.9 L+₹90,223.64 (1.80%)Rejected-AOC ASSAM RUPNAGAR GUWAHATI 32 | KAMRUP METRO | ASSAM | 781001 | L2 | Rejected-AOC L2 | |
| 3 | L3₹51.1 L+₹1.1 L (2.27%)Rejected-AOC MAKUM JYOTINAGAR TINSUKIA | TINSUKIA | ASSAM | 786125 | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SRI SWADIP GOHAIN L3 | Dinamani Haloi L1 | Sri Bhaben Bora L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Marketing Complex 2 Nos
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. | 102.22 | Cum | 286 ₹29,234.35 Lowest | 286 ₹29,234.35 Lowest | 286 ₹29,234.35 Lowest |
| 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 | 467.48 | Sqm | 850 ₹3,97,358 | 607 ₹2,83,760.36 Lowest | 800 ₹3,73,984 |
| 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
derived from natural sources) | 13.13 | Cum | 6,883 ₹90,401.32 Lowest | 6,883 ₹90,401.32 Lowest | 6,883 ₹90,401.32 Lowest |
| 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. | 2,827.58 | Kg | 89 ₹2,51,654.62 Lowest | 89 ₹2,51,654.62 Lowest | 89 ₹2,51,654.62 Lowest |
| 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. | 2,168.96 | Kg | 89 ₹1,93,037.44 Lowest | 89 ₹1,93,037.44 Lowest | 89 ₹1,93,037.44 Lowest |
| 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 | 160.2 | Sqm | 307 ₹49,181.4 Lowest | 307 ₹49,181.4 Lowest | 307 ₹49,181.4 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 137.24 | Sqm | 608 ₹83,441.92 Lowest | 608 ₹83,441.92 Lowest | 608 ₹83,441.92 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 158.4 | Sqm | 804 ₹1,27,353.6 Lowest | 804 ₹1,27,353.6 Lowest | 804 ₹1,27,353.6 Lowest |
| 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 :
5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 27.1 | Cum | 7,945 ₹2,15,309.5 Lowest | 7,945 ₹2,15,309.5 Lowest | 7,945 ₹2,15,309.5 Lowest |
| 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 :
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) | 7.92 | Cum | 10,185 ₹80,665.2 Lowest | 10,185 ₹80,665.2 Lowest | 10,185 ₹80,665.2 Lowest |
Tender Value
₹50.0 L
EMD Value
₹1 L
Closing Date
20 Feb 2026, 1:30 pmClosed
the Addl. Chief Engineer, Cum Director, PWD
O/o the Addl. Chief Engineer, Cum Director, PWD
Construction of Market Shed with approach road at Bahbari Bazar, Baksa. TN_18_8 (R-1)
2026_BTC_50692_1
No.ACE-106/PWD/IFB/PT-I/23-24
Open Tender
Civil Works - Building
Item Rate
180 days
BAKSA
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹1 L
Yes
18 Mar 2026
31 Jan 2026
21 Feb 2026
31 Jan 2026
20 Feb 2026
31 Jan 2026
31 Jan 2026 - 20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Marketing Complex 2 Nos
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. | 102.22 | Cum | - | - |
| 2 | 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 | 467.48 | Sqm | - | - |
| 3 | 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
derived from natural sources) | 13.13 | Cum | - | - |
| 4 | 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. | 2,827.58 | Kg | - | - |
| 5 | 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. | 2,168.96 | Kg | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 160.2 | Sqm | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 137.24 | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 158.4 | Sqm | - | - |
| 9 | 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 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 27.1 | Cum | - | - |
| 10 | 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) | 7.92 | Cum | - | - |
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