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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC BATAMARI CITY TOWN LAKHIMPUR P O BATAMARI P S GHILAMARA DIST LAKHIMPUR PIN 787053 | LAKHIMPUR | ASSAM | 787053 | ₹2.0 Cr | L1 | Accepted-AOC Lowest quoted rate |
| 2 | L2₹2.0 CrRejected-AOC C O KINARAM BORAH G B ROAD ITACHALI NAGAON ASSAM 782001 | NAGAON | NAGAON | ASSAM | 782001 | ₹2.0 Cr | L2 | Rejected-AOC Second lowest |
| Sl No | Description | Qty | Unit | MADHAB SAIKIA L1 | Bharat Borah L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 3,519.93 | cum | 126 ₹4.4 L | 126 ₹4.4 L |
| 2.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extent required and utilizing the remaining earth locally for road work.)
I) In ordinary soil
A) Manual Means
(ii) Depth up to 3.00 m
(without dewatering) | 1,583.99 | cum | 121 ₹1.9 L | 121 ₹1.9 L |
| 3.00 | Dry rubble Flooring
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 137.28 | cum | 2,733.91 ₹3.8 L | 2,733.91 ₹3.8 L |
| 4.00 | Plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
II) PCC Grade M-15. (A. With Crushed Stone) A. PCC M-10 | 91.52 | cum | 6,207.16 ₹5.7 L | 6,207.16 ₹5.7 L |
| 5.00 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4
I. Random rubble masonry | 2,041.6 | cum | 7,012 ₹1.4 Cr | 7,012 ₹1.4 Cr |
| 6.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification.
(Staggered Pattern) | 1,407.98 | Each | 356 ₹5.0 L | 356 ₹5.0 L |
| 7.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification.
B. Sandy Material | 1,337.6 | cum | 1,919.47 ₹25.7 L | 1,919.47 ₹25.7 L |
| 8.00 | Providing and laying one layer of Biaxial P.V.C.Knitted coated polyster Geogrid of unit roll width of 5.0m having minimum tensile strength of 40KN/m in both direction at a maximum elongation of 15% in th direction of the length of the roll and satisfying all requirements of IS Code/BIS code of practice and tests prescribed in ASTM or British standards or ISO on prepared subgrade as a seperator cum reinforceing agent with necessary overlaps as per drawing and technical specification and as directed by the Executive Engineer in charge complete. | 2,228.18 | sqm | 374.37 ₹8.3 L | 374.37 ₹8.3 L |
| 9.00 | Non-Structural Measures | 1 | Each | 23,367 ₹23,367 | 23,367 ₹23,367 |
| 10.00 | Project Vetting from IIT Guwahati | 1 | Each | 15,376 ₹15,376 | 15,476 ₹15,476 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
17 Jul 2025, 4:00 pmClosed
Executive Engineer, PWRD, DNTRD
O/o the Executive Engineer, PWRD, DNTRD
Construction of Random Rubble Masonry Retaining Wall with Synthetic Geogerids on Kekuri Pamua to Nayabazar Road from Ch. 0 M to ch. 352 M under SDMF for the year 2024-25 in Lakhimpur District.
2025_PWD_45119_1
TB/268/DNTRD/2025-26/482/6
Open Tender
Civil Works – Roads
90 days
Dhakuakhana
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹4.0 L
Yes
O/o the Executive Engineer, PWRD, DNTRD
30 Dec 2025
27 Jun 2025
18 Jul 2025
27 Jun 2025
17 Jul 2025
27 Jun 2025
27 Jun 2025 - 3 Jul 2025
28 Jun 2025
Amount
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
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extent required and utilizing the remaining earth locally for road work.) I) In ordinary soil A) Manual Means (ii) Depth up to 3.00 m (without dewatering)
Dry rubble Flooring Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. II) PCC Grade M-15. (A. With Crushed Stone) A. PCC M-10
Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 I. Random rubble masonry
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification. (Staggered Pattern)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification. B. Sandy Material
Providing and laying one layer of Biaxial P.V.C.Knitted coated polyster Geogrid of unit roll width of 5.0m having minimum tensile strength of 40KN/m in both direction at a maximum elongation of 15% in th direction of the length of the roll and satisfying all requirements of IS Code/BIS code of practice and tests prescribed in ASTM or British standards or ISO on prepared subgrade as a seperator cum reinforceing agent with necessary overlaps as per drawing and technical specification and as directed by the Executive Engineer in charge complete.
Non-Structural Measures
Project Vetting from IIT Guwahati
Bharat Borah (BID ID -271893)
stage.html
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tech_eval.pdf
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fin_eval.pdf
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