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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.5 LAccepted-AOC VILL ANGRAJULI P O P S BHAIRABKUNDA DIST UDALGURI BTC ASSAM PIN 784509 | BHAIRABKUNDA | UDALGURI | ASSAM | 784509 | ₹93.5 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹99.0 LRejected-AOC | ₹99.0 L | L2 | Rejected-AOC NOT AWARDED |
| 3 | L3₹99 LRejected-AOC C O BARENDRA NARZARI SARUBENGERA P O KABIRALI P S UDALGURI DIST UDALGURI BTC ASSAM | UDALGURI | UDALGURI | ASSAM | 784509 | ₹99 L | L3 | Rejected-AOC NOT AWARDED |
| 4 | L4₹1.1 CrRejected-AOC C O AMWN BASUMATARY SONTOSHI NAGAR P O P S UDALGURI DIST UDALGURI BTC ASSAM PIN 7844509 | UDALGURI | UDALGURI | ASSAM | 7844509 | ₹1.1 Cr | L4 | Rejected-AOC NOT AWARDED |
| 5 | Not Admitted-Fee/PreQual/Technical SANTIPUKHURI H NO Q 8 MANGALDOI P O SANTIPUKHURI P S SIPAJHAR DIST DARRANG PIN 784144 | DARRANG | ASSAM | 784144 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S BIMOL NARZARI L1 | Fwilao Basumatary L2 | NELSON BASUMATARY L4 | Sri Mukul Narzari L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift up to 3.0m and lead upto1000m as per Technical specification Clause 301.4 | 3,750 | Sqm | 20.13 ₹75,487.50 | 20 ₹75,000 | 23.68 ₹88,800 | 21.31 ₹79,912.50 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a liftupto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300.1and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 4,665.11 | Cum | 231.13 ₹10.8 L | 251 ₹11.7 L | 271.92 ₹12.7 L | 244.73 ₹11.4 L |
| 3.00 | Constructionof 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 Table300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 2,875.86 | Cum | 304.05 ₹8.7 L | 300 ₹8.6 L | 357.71 ₹10.3 L | 321.94 ₹9.3 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 | 490.5 | Cum | 1,643.64 ₹8.1 L | 1,800 ₹8.8 L | 1,933.69 ₹9.5 L | 1,740.32 ₹8.5 L |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means, Gr III | 245.13 | Cum | 1,790.46 ₹4.4 L | 2,000 ₹4.9 L | 2,106.42 ₹5.2 L | 1,895.78 ₹4.6 L |
| 6.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints | 3,270 | Sqm | 1,039.32 ₹34.0 L | 1,200 ₹39.2 L | 1,222.73 ₹40.0 L | 1,100.46 ₹36.0 L |
| 7.00 | 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 (ii) 600mm equilateral triangle | 1 | Each | 3,530.34 ₹3,530.34 | 5,842.05 ₹5,842.05 | 4,142.05 ₹4,142.05 | 3,720 ₹3,720 |
| 8.00 | 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 (iii) 600mm circular | 1 | Each | 4,785.2 ₹4,785.20 | 4,988.74 ₹4,988.74 | 5,629.65 ₹5,629.65 | 5,059.03 ₹5,059.03 |
| 9.00 | Providing and laying of boulder apron laid in wirecrates with 4mmdia GI wire conforming to IS:280 and IS:4826 in100mm x100mm mesh (woven
diagonally) including 10percen textra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical
specifications Clause 1301 | 1,000 | Cum | 2,669.86 ₹26.7 L | 2,480 ₹24.8 L | 3,141.01 ₹31.4 L | 2,826.91 ₹28.3 L |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
5 Jan 2026, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Recovery and Reconstruction of Atterighat Khoiragrant road (Suklai to Suwala connecting road under NDRF(PDNA-2022) in Udalguri District for the year 2025-26..
2025_PWD_49573_67
CE/Commn/192/PDNA/2025-26/02
Open Tender
Civil Works – Roads
60 days
Udalguri
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,200
₹2.2 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
28 Feb 2026
26 Dec 2025
5 Jan 2026
26 Dec 2025
5 Jan 2026
26 Dec 2025
26 Dec 2025 - 5 Jan 2026
28 Dec 2025
Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift up to 3.0m and lead upto1000m as per Technical specification Clause 301.4
Construction of embankment with approved material obtained from borrow pits with a liftupto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300.1and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Constructionof 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 Table300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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 Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means, Gr III
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
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 (ii) 600mm equilateral triangle
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 (iii) 600mm circular
Providing and laying of boulder apron laid in wirecrates with 4mmdia GI wire conforming to IS:280 and IS:4826 in100mm x100mm mesh (woven diagonally) including 10percen textra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301
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