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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC | ₹27.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹27.0 L+₹2,439.36 (0.09%)Rejected-AOC C O LT MAAHANTA NARZARY W NO 5 TENGAPARA P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | ₹27.0 L+₹2,439.36 (0.09%) | L2 | Rejected-AOC L2 |
| 3 | L3₹27.0 L+₹7,239.36 (0.27%)Rejected-AOC C O PULIN NARZARY W NO 5 RAIMONA P O RAIMONA P S GOSSAIGAON DIST KOKRAJHAR BTC ASSAM PIN 783360 | RAIMONA | KOKRAJHAR | ASSAM | 783360 | ₹27.0 L+₹7,239.36 (0.27%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | DHARAMSING NARZARY L2 | PINKU NARZARY L3 | Rahamat Ali L1 |
|---|---|---|---|---|---|---|
| 1.00 | 2.2.I.A Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
(I) By Manual Means
(A) In area of non-thorny jungle | 0.03 | Hect | 52,995.08 ₹1,748.84 Lowest | 52,995.08 ₹1,748.84 Lowest | 52,995.08 ₹1,748.84 Lowest |
| 2.00 | 2.5 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. I By Manual Means
(C) Reinforced Cement Concrete | 7 | Cum | 1,270.8 ₹8,895.6 Lowest | 1,270.8 ₹8,895.6 Lowest | 1,270.8 ₹8,895.6 Lowest |
| 3.00 | 2.5 Dismanting of Structures Dismaning of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
(B) Cement Concrete
Abutment of RCC Slab Culvert | 48 | Cum | 500 ₹24,000 | 600 ₹28,800 | 449.18 ₹21,560.64 Lowest |
| 4.00 | Return wall of RCC Slab Culvert | 27 | Cum | 449.18 ₹12,127.86 Lowest | 449.18 ₹12,127.86 Lowest | 449.18 ₹12,127.86 Lowest |
| 5.00 | 3.4.i Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private land | 648.62 | Cum | 258.21 ₹1,67,480.17 Lowest | 258.21 ₹1,67,480.17 Lowest | 258.21 ₹1,67,480.17 Lowest |
| 6.00 | 3.14.i Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private land | 36.43 | Cum | 339.68 ₹12,374.54 Lowest | 339.68 ₹12,374.54 Lowest | 339.68 ₹12,374.54 Lowest |
| 7.00 | 4.1 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II) For grading -II Materials | 55.24 | Sqm | 2,560.3 ₹1,41,430.97 Lowest | 2,560.3 ₹1,41,430.97 Lowest | 2,560.3 ₹1,41,430.97 Lowest |
| 8.00 | 10.2.A.2 Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on Gl pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
(v)600mmx 450 mm rectangular | 1 | Each | 5,662.88 ₹5,662.88 Lowest | 5,662.88 ₹5,662.88 Lowest | 5,662.88 ₹5,662.88 Lowest |
| 9.00 | ii) 600mm equilateral triangle | 2 | Each | 4,394.8 ₹8,789.6 Lowest | 4,394.8 ₹8,789.6 Lowest | 4,394.8 ₹8,789.6 Lowest |
| 10.00 | 10.16 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Each | 24,845.31 ₹24,845.31 Lowest | 24,845.31 ₹24,845.31 Lowest | 24,845.31 ₹24,845.31 Lowest |
Tender Value
₹27.0 L
EMD Value
₹54,000
Closing Date
2 Mar 2026, 2:00 pmClosed
The Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar.
Construction of Box culvert in Sungabudhi village Mazibur Rahman house under Natun panbari VCDC under SOPD (G) for the year 2025-26.
2026_BTC_51034_25
ACE-25/PWD/IFB/BTC/2025-26/70
Open Tender
Civil Works
Item Rate
180 days
Udalguri
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹54,000
Yes
O/o the Addl. Chief Engineer cum Director, PWD BTC
13 Apr 2026
11 Feb 2026
2 Mar 2026
11 Feb 2026
2 Mar 2026
11 Feb 2026
11 Feb 2026 - 2 Mar 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 2.2.I.A Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
(I) By Manual Means
(A) In area of non-thorny jungle | - | Hect | - | - |
| 2 | 2.5 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. I By Manual Means
(C) Reinforced Cement Concrete | 7 | Cum | - | - |
| 3 | 2.5 Dismanting of Structures Dismaning of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
(B) Cement Concrete
Abutment of RCC Slab Culvert | 48 | Cum | - | - |
| 4 | Return wall of RCC Slab Culvert | 27 | Cum | - | - |
| 5 | 3.4.i Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private land | 648.62 | Cum | - | - |
| 6 | 3.14.i Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private land | 36.43 | Cum | - | - |
| 7 | 4.1 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II) For grading -II Materials | 55.24 | Sqm | - | - |
| 8 | 10.2.A.2 Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on Gl pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
(v)600mmx 450 mm rectangular | 1 | Each | - | - |
| 9 | ii) 600mm equilateral triangle | 2 | Each | - | - |
| 10 | 10.16 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Each | - | - |
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