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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-AOC | ₹25.0 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹25.2 LRejected-AOC | ₹25.2 L | L2 | Rejected-AOC Not awarded |
| 3 | L3₹25.3 LRejected-AOC S O LT MANINDRA BASUMATARY VILL P O BANARGAON P S DOTMA DIST KOKRAJHAR BTC ASSAM | BANARGAON | KOKRAJHAR | ASSAM | ₹25.3 L | L3 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | DHANANJAY BASUMATARY L3 | MRIDUL KUMAR BASUMATARY L2 | MWNHAGWRA NARZARY L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 1.07 | Hect. | 55,808.98 ₹59,883.04 | 55,808.98 ₹59,883.04 | 55,808.98 ₹59,883.04 |
| 2.00 | Construction of embankment with approved materials 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 1000m. as per technical specification clause 301.5.
(a) Private Land | 2,089.78 | Cum | 278 ₹5.8 L | 275 ₹5.7 L | 269.15 ₹5.6 L |
| 3.00 | Construction of sub-grade and earthen shoulders with approved materials 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 1000m as per technical specification clause 303.1
(i) Private land | 1,548.99 | Cum | 366 ₹5.7 L | 359 ₹5.6 L | 357.71 ₹5.5 L |
| 4.00 | 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 material | 635.06 | Cum | 2,068 ₹13.1 L | 2,068 ₹13.1 L | 2,063.32 ₹13.1 L |
| 5.00 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
ii) Ordinary Kilometer Stone (Precast) | 2 | Each | 2,647.68 ₹5,295.36 | 2,647.68 ₹5,295.36 | 2,642.38 ₹5,284.76 |
| 6.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
(iv) 80cm x 60cm rectangular | 1 | Each | 7,948.34 ₹7,948.34 | 7,940.61 ₹7,940.61 | 7,936.7 ₹7,936.70 |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
30 Jan 2026, 1:00 pmClosed
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Recovery and Reconstruction of Angthihara wooden Bridge Road under NDRF(PDNA-2022) for the year 2025-26
2026_BoTC_50128_16
SE(RB)/20-21/Pt-III/24
Open Tender
Civil Works – Roads
90 days
Kokrajhar district
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹50,000
Yes
5 Mar 2026
9 Jan 2026
30 Jan 2026
9 Jan 2026
30 Jan 2026
9 Jan 2026
9 Jan 2026 - 17 Jan 2026
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
Construction of embankment with approved materials 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 1000m. as per technical specification clause 301.5. (a) Private Land
Construction of sub-grade and earthen shoulders with approved materials 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 1000m as per technical specification clause 303.1 (i) Private land
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 material
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Kilometer Stone (Precast)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iv) 80cm x 60cm rectangular
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