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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance HOUSE NO 20 BAGHARBARI VIDYANAGAR 2 PANJABARI GUWAHATI ASSAM 781037 | KAMRUP METRO | ASSAM | 781037 | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | D. A. CONSTRUCTION L2 | Dhaneswar Kalita L1 |
|---|---|---|---|---|---|
| 1.00 | Road Restoration: 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 (I) Private Land | 10,940.76 | Cum | 271.92 ₹29.8 L | 150 ₹16.4 L |
| 2.00 | 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. (I) Private Land | 8,679.48 | Cum | 357.71 ₹31.0 L | 150 ₹13.0 L |
| 3.00 | 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 three wheel 80-100 KN static roller to achieve the desired density, complete as per Technical Specification Clause 402. (ii) For Grading II Material | 1,437 | Cum | 2,717.07 ₹39.0 L | 5,228 ₹75.1 L |
| 4.00 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1.08 | Sqm | 14,505 ₹15,665.40 | 14,755.35 ₹15,935.78 |
| 5.00 | Bridge/Culvert & Approaches restoration: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 (I) Private Land | 4,642.46 | Cum | 271.92 ₹12.6 L | 150 ₹7.0 L |
| 6.00 | 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. (I) Private Land | 70.95 | Cum | 352 ₹24,976.16 | 150 ₹10,643.25 |
| 7.00 | 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 three wheel 80-100 KN static roller to achieve the desired density, complete as per Technical Specification Clause 402. (ii) For Grading II Material | 44.65 | Cum | 2,786 ₹1.2 L | 5,230 ₹2.3 L |
| 8.00 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the
mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat | 10,551 | Each | 340.1 ₹35.9 L | 340 ₹35.9 L |
Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
5 Jan 2026, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Re-Construction of Road from Suapata Pt-III to Nayeralga Pt-III Road (PMGSY, Package No. AS-05- 25) under NDRF (PDNA-2022) for the year 2025-26
2025_PWD_49573_61
CE/Commn/192/PDNA/2025-26/02
Open Tender
Civil Works – Roads
60 days
Dhubri
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
₹3 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
7 Feb 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
24 Dec 2025 - 5 Jan 2026
26 Dec 2025
Road Restoration: 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 (I) Private Land
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. (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 three wheel 80-100 KN static roller to achieve the desired density, complete as per Technical Specification Clause 402. (ii) For Grading II Material
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701
Bridge/Culvert & Approaches restoration: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 (I) Private Land
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. (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 three wheel 80-100 KN static roller to achieve the desired density, complete as per Technical Specification Clause 402. (ii) For Grading II Material
Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat
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