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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-AOC | ₹50.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹50.0 L+₹556 (0.01%)Rejected-Finance | ₹50.0 L+₹556 (0.01%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | PREMJIT NARZARY L2 | BILIPHANG BASUMATARY L1 |
|---|---|---|---|---|---|
| 1.00 | 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-incharge.
2.6.1 All kinds of soil | 65.52 | Cum | 222.88 ₹14,603.1 | 218.21 ₹14,297.12 Lowest |
| 2.00 | 2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 195.55 | Cum | 391.96 ₹76,647.78 | 390.9 ₹76,440.5 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 :
4.1.3 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) | 7.34 | Cum | 7,831.37 ₹57,482.26 | 7,830.3 ₹57,474.4 Lowest |
| 4.00 | 4.10 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) | 32.68 | Sqm | 394.32 ₹12,886.38 Lowest | 394.32 ₹12,886.38 Lowest |
| 5.00 | 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) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 31.96 | Cum | 8,893.65 ₹2,84,241.05 | 8,892.65 ₹2,84,209.09 Lowest |
| 6.00 | 5.2 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) | 7.22 | Cum | 10,829.77 ₹78,190.94 | 10,829.76 ₹78,190.87 Lowest |
| 7.00 | 5.3 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). | 14.75 | Cum | 11,397.83 ₹1,68,117.99 | 11,397.64 ₹1,68,115.19 Lowest |
| 8.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 20.66 | Sqm | 327.44 ₹6,764.91 Lowest | 327.44 ₹6,764.91 Lowest |
| 9.00 | 5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick | 221.49 | Sqm | 743.73 ₹1,64,728.76 Lowest | 743.73 ₹1,64,728.76 Lowest |
| 10.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 137.52 | Sqm | 855.16 ₹1,17,601.6 Lowest | 855.16 ₹1,17,601.6 Lowest |
Tender Value
₹50.0 L
EMD Value
₹99,950
Closing Date
23 Mar 2026, 1:00 pmClosed
SE PWD Bldg. Circle Kokrajhar
SE PWD Bldg. Circle Kokrajhar
Construction of Sujit Narzary Auditorium Hall at Khantonibari, Gohpur.
2026_BoTC_51847_1
TECH36/SEB/IFB/2024_25/121
Open Tender
Civil Works - Building
Works
300 days
Gohpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
₹99,950
Yes
30 May 2026
10 Mar 2026
23 Mar 2026
10 Mar 2026
23 Mar 2026
10 Mar 2026
10 Mar 2026 - 23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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-incharge.
2.6.1 All kinds of soil | 65.52 | Cum | - | - |
| 2 | 2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 195.55 | Cum | - | - |
| 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 :
4.1.3 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) | 7.34 | Cum | - | - |
| 4 | 4.10 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) | 32.68 | Sqm | - | - |
| 5 | 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) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 31.96 | Cum | - | - |
| 6 | 5.2 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) | 7.22 | Cum | - | - |
| 7 | 5.3 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). | 14.75 | Cum | - | - |
| 8 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 20.66 | Sqm | - | - |
| 9 | 5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick | 221.49 | Sqm | - | - |
| 10 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 137.52 | Sqm | - | - |
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