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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.1 LAccepted-AOC | ₹47.1 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹49.4 LRejected-AOC H NO 82 CITY TOWN GOALPARA PO LAKHIPUR PS LAKHIPUR DIST GOALPARA PIN 783129 | GOALPARA | ASSAM | 783129 | ₹49.4 L | L2 | Rejected-AOC Higher Bid |
| 3 | L3₹49.8 LRejected-AOC | ₹49.8 L | L3 | Rejected-AOC Higher Bid |
| 4 | L4₹53.4 LRejected-AOC | ₹53.4 L | L4 | Rejected-AOC Higher Bid |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | Nozrul Islam L3 | Jayanta Medhi L4 | SHAHABUDDIN MONDAL L2 | SAIFUL ISLAM L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Material Obtained from Borrow Pits 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 comp g actin 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 | 1,719.03 | Cum | 225.69 ₹3.9 L | 242.01 ₹4.2 L | 200 ₹3.4 L | 213.48 ₹3.7 L |
| 2.00 | Construction of granular surface course 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 capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 36 | Cum | 3,469.6 ₹1.2 L | 3,720.41 ₹1.3 L | 3,586.65 ₹1.3 L | 3,281.91 ₹1.2 L |
| 3.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes
to water bound macadam specification including spreading in uniform thickness,
hand packing, rolling with three wheel 80-100 kN static roller in stages to proper
grade and camber, applying and brooming, crushable screening to fill-up the
interstices of coarse aggregate, watering and compacting to the required density
Grading 3 as per Technical Specification Clause 405. | 18 | Cum | 4,758.22 ₹85,647.88 | 5,102.18 ₹91,839.30 | 4,324.47 ₹77,840.51 | 4,500.81 ₹81,014.64 |
| 4.00 | 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 | 300 | Sqm | 1,014.87 ₹3.0 L | 1,088.23 ₹3.3 L | 1,049.1 ₹3.1 L | 959.97 ₹2.9 L |
| 5.00 | 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 | 13,588 | Sqm | 282.48 ₹38.4 L | 302.9 ₹41.2 L | 282 ₹38.3 L | 267.2 ₹36.3 L |
| 6.00 | Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of
400 gsm | 1,149.65 | Sqm | 207.42 ₹2.4 L | 222.41 ₹2.6 L | 214.41 ₹2.5 L | 196.2 ₹2.3 L |
Tender Value
₹60.0 L
EMD Value
₹1.2 L
Closing Date
29 Jan 2026, 2:00 pmClosed
Executive Engineer
O/o the EE, PWRD Goalpara West and Dudhnoi TRD, Lakhipur, Goalpara, Pin-783129
Recovery and Reconstruction of Kantapur Kurshapakri under NDRF (PDNA 2022) for the year 2025-26 of Goalpara District (13-Goalpara West LAC) (Repairing of existing damaged ICPB with Geo Bags protection work at eroded portion and bridge approches)
2026_PWD_50316_1
EE/LKH/ NDRF (PDNA 2022)/2025-26/12
Open Tender
Civil Works – Roads
Lakhipur Goalpara
Refer to Tender Agreement
3 documents required · 3 mandatory
₹1,800
Yes
₹1.2 L
Yes
15 Mar 2026
17 Jan 2026
2 Feb 2026
17 Jan 2026
29 Jan 2026
19 Jan 2026
19 Jan 2026 - 29 Jan 2026
Construction of Embankment with Material Obtained from Borrow Pits 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 comp g actin 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 surface course 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 capacity to achieve the desired density, complete as per Technical Specification Clause 402
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
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
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
Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm
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