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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.8 LAccepted-AOC | ₹49.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹49.8 L+₹3,085.20 (0.06%)Rejected-AOC VILL SOUTH SONAPUR P O PATGAON P S SERFANGURI DIST KOKRAJHAR BTC ASSAM PIN 783346 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783346 | ₹49.8 L+₹3,085.20 (0.06%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BISTI MUSHAHARY L2 | Johnson Narzary L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of Extended Corridor:-
2.6: 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 | 24.19 | Cum | 218.45 ₹5,284.31 Lowest | 218.45 ₹5,284.31 Lowest |
| 2.00 | 16.12: 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 | 122.16 | Sqm | 645.64 ₹78,871.38 Lowest | 645.64 ₹78,871.38 Lowest |
| 3.00 | 4.1: 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) : 6 graded stone aggregate 20 mm nominal size). | 2.54 | Cum | 7,265.95 ₹18,455.51 Lowest | 7,265.95 ₹18,455.51 Lowest |
| 4.00 | 5.22: Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more | 495.96 | Kg | 95.32 ₹47,274.91 Lowest | 95.32 ₹47,274.91 Lowest |
| 5.00 | 5.22A: 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. | 294.59 | Kg | 95.32 ₹28,080.32 Lowest | 95.32 ₹28,080.32 Lowest |
| 6.00 | 5.22A: Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.
5.22A.1 Mild steel and Medium Tensile steel bars. | 101.9 | Kg | 94.58 ₹9,637.7 Lowest | 94.58 ₹9,637.7 Lowest |
| 7.00 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1. Foundation, footins, bases of columns, etc. for mass concrete. | 31.22 | Sqm | 327.44 ₹10,222.68 Lowest | 327.44 ₹10,222.68 Lowest |
| 8.00 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. | 31.5 | Sqm | 855.16 ₹26,937.54 Lowest | 855.16 ₹26,937.54 Lowest |
| 9.00 | 5.1: 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): 3 graded stone aggregate 20 mm nominal size) | 8.96 | Cum | 8,893.65 ₹79,687.1 Lowest | 8,893.65 ₹79,687.1 Lowest |
| 10.00 | 6.1: 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) | 10.82 | Cum | 7,317.63 ₹79,176.76 Lowest | 7,317.63 ₹79,176.76 Lowest |
Tender Value
₹49.8 L
EMD Value
₹99,601
Closing Date
9 Jun 2026, 1:00 pmClosed
Addl. Chief Engineer cum Director, PWD BTC
O/o the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar.
Repairing and Renovation of Bamungaon High School at Bamungaon in Chirang District, BTC Assam.
2026_BTC_52437_1
ACE-133/PWD/G.79/2025-26/79
Open Tender
Civil Works - Building
Item Rate
180 days
Chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹99,601
Yes
25 Jun 2026
22 May 2026
9 Jun 2026
22 May 2026
9 Jun 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Extended Corridor:-
2.6: 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 | - | Cum | - | - |
| 2 | 16.12: 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 | 1 | Sqm | - | - |
| 3 | 4.1: 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) : 6 graded stone aggregate 20 mm nominal size). | - | Cum | - | - |
| 4 | 5.22: Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more | 1 | Kg | - | - |
| 5 | 5.22A: 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 | Kg | - | - |
| 6 | 5.22A: Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.
5.22A.1 Mild steel and Medium Tensile steel bars. | - | Kg | - | - |
| 7 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1. Foundation, footins, bases of columns, etc. for mass concrete. | 1 | Sqm | - | - |
| 8 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. | - | Sqm | - | - |
| 9 | 5.1: 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): 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 10 | 6.1: 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) | - | Cum | - | - |
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