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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 LAccepted-AOC | ₹23.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.0 LRejected-AOC ASSAM | ₹23.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SWASTIK ENTERPRISE L1 | ALTAF HUSSAIN CHOUDHURY L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Materials Obtained From Borrow Pits. .Construction of Embankment with approved Material obtained from borrow pits with a lifts Upto 1.5m, transporting to site, spreading grading to required slopes and compacted to meet requirement of table 300.1 &300.2 with lead up to 1000m as per technical specification clause 301.5 (i) Private Land. | 2,530 | Cum | 374.26 ₹9.5 L | 374.26 ₹9.5 L |
| 2.00 | Maintenance of Earthen shoulder( Filling with fresh selected soil) 1. Making up loss of materials/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate eqipments at OMC up to a lead of 1000m as per technical specification Clause 1903. Mainteance of earthen shoulder ( Stripping of excess soil). | 200 | Sqm | 99 ₹19,800 | 99.96 ₹19,992 |
| 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 a 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. | 10 | Cum | 3,695.85 ₹36,958.50 | 3,695.85 ₹36,958.50 |
| 4.00 | Providing and laying boulderapron for bed protection with stone boulders ofminimum size and weight asper Table1300.1, no fragment weighing lessthan 25kg laid dry complete as per drawing and technical specifications Clause 1301 | 150 | Rm | 2,387.85 ₹3.6 L | 2,387.85 ₹3.6 L |
| 5.00 | Repair to pot holes by removal of failed materials, trmming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any approprate method filled with 75mm BM. and applying bitumene emulsion prime coat at the bottom and bitumene emulsion tack coat on sides and on bottom as per Technical specification Clause 502and 503. | 85.05 | Cum | 11,028.74 ₹9.4 L | 11,028.74 ₹9.4 L |
Updated dates
Tender Value
₹23 L
EMD Value
₹46,000
Closing Date
22 Jan 2026, 2:00 pmClosed
EE, PWRD, Hailakandi DTRD, Hailakandi
O/o the EE, PWRD, Hailakandi District Territorial Road Division, Hailakandi
HDTRD_NDRF(PDNA_2022)_25_26_27 Recovery and Restoration of LalacherraKatlicherra Road (Bridge Approaches) under NDRF (PDNA -2022) for the year 2025-26 under Hailakandi District Territorial Road Division.
2026_PWD_50165_1
HDTRD/TB/NDRF(PDNA-2022) /2025-26/3720
Open Tender
Civil Works
90 days
Hailakandi
Please refer Tender documents.
4 documents required · 4 mandatory
₹450
₹46,000
Yes
O/o the EE, PWRD, Hailakandi DTRD, Hailakandi
14 Mar 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
22 Jan 2026
13 Jan 2026
12 Jan 2026 - 16 Jan 2026
12 Jan 2026
Construction of Embankment with Materials Obtained From Borrow Pits. .Construction of Embankment with approved Material obtained from borrow pits with a lifts Upto 1.5m, transporting to site, spreading grading to required slopes and compacted to meet requirement of table 300.1 &300.2 with lead up to 1000m 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 a 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 and laying boulderapron for bed protection with stone boulders ofminimum size and weight asper Table1300.1, no fragment weighing lessthan 25kg laid dry complete as per drawing and technical specifications Clause 1301
Repair to pot holes by removal of failed materials, trmming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any approprate method filled with 75mm BM. and applying bitumene emulsion prime coat at the bottom and bitumene emulsion tack coat on sides and on bottom as per Technical specification Clause 502and 503.
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