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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC BARDALONI NO 1 HOUSE NO NIL CITY TOWN BARPETA P O MANDIA P S BAGHBAR DISTRICT BARPETA PIN 781308 | BARPETA | ASSAM | 781308 | L1 | Accepted-AOC Accepted as L1 Bidder | |
| 2 | L2₹24.9 L+₹1.2 L (5.19%)Rejected-AOC NIL CITY TOWN BARPETA P O MANDIA P S BAGHBAR DISTRICT BARPETA PIN 781308 | BARPETA | ASSAM | 781308 | L2 | Rejected-AOC Rejected as L2 Bidder | |
| 3 | L3₹26.2 L+₹2.5 L (10.5%)Rejected-AOC | L3 | Rejected-AOC Rejected as L3 Bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically disqualified |
| Sl No | Description | Qty | Unit | BISWADEV DAS L3 | ABDUR RAHMAN L1 | MAHMUD RAJA L2 |
|---|---|---|---|---|---|---|
| 1.00 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m) | 4,520 | Sqm | 20 ₹90,400 Lowest | 83.63 ₹3,78,007.6 | 57 ₹2,57,640 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 | 1,450.53 | Cum | 500 ₹7,25,265 | 361.94 ₹5,25,004.83 | 300 ₹4,35,159 Lowest |
| 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 224.89 | Cum | 500 ₹1,12,443.75 | 1,868.98 ₹4,20,310.24 | 400 ₹89,955 Lowest |
| 4.00 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surfaces , damaged edge and ravellingas per technical specification 1906 | 2,306.62 | Cum | 500 ₹11,53,312.5 | 236.05 ₹5,44,478.83 Lowest | 500 ₹11,53,312.5 |
| 5.00 | Supplying fitting and laying in loose with Geo Textile bags of type A ( 1.30x 0.70 M ) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevent ISO standard filled with special sand / silt form flood plain or adjacent char within a distance of 90 m of the work site including excavetion , filling geo bags with sand weighting 126.00 kg after fillin , stitching the mough of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) without Boat | 2,016 | Bag | 264 ₹5,32,224 | 225.94 ₹4,55,495.04 Lowest | 249.99 ₹5,03,979.84 |
| 6.00 | Supply , Stiching and laying of non woven Geo textile Fabric sheet of 400 gsm | 281.6 | Sqm | 20 ₹5,632 Lowest | 165.85 ₹46,703.36 | 188 ₹52,940.8 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
31 Jan 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer PWRD
O/o Executive Engineer Barpeta Mandia and Chenga TR Division Barpeta
Recovery and Reconstruction of Rampur Titapani road RR under NDRF PDNA 2022 for the year 2025 26
2026_PWD_50412_1
BMCTRD/NDRF/2025-26/MAN_09
Open Tender
Civil Works – Roads
Item Rate
60 days
Barpeta
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
₹60,000
Yes
4 Oct 2026
21 Jan 2026
3 Feb 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
21 Jan 2026 - 31 Jan 2026
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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
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
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surfaces , damaged edge and ravellingas per technical specification 1906
Supplying fitting and laying in loose with Geo Textile bags of type A ( 1.30x 0.70 M ) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevent ISO standard filled with special sand / silt form flood plain or adjacent char within a distance of 90 m of the work site including excavetion , filling geo bags with sand weighting 126.00 kg after fillin , stitching the mough of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) without Boat
Supply , Stiching and laying of non woven Geo textile Fabric sheet of 400 gsm
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