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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65 LAccepted-AOC VILL P O VATIRKUPA PART III P S HAILAKANDI DIST HAILAKANDI 788151 | HAILAKANDI | ASSAM | 788151 | ₹65 L Quoted ₹65.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹66.3 LRejected-AOC ASSAM | ₹66.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | FAKAR UDDIN LASKAR L1 | ALTAF HUSSAIN CHOUDHURY 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 | 1,040.5 | Cum | 374.26 ₹3.9 L | 375 ₹3.9 L |
| 2.00 | Maintenance of Earthen shoulder by Filling with fresh selected soil. 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 | 2,812.5 | Sqm | 99.96 ₹2.8 L | 100 ₹2.8 L |
| 3.00 | WBM Grading 3
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. (B) By Mechanical Means | 246.09 | Cum | 5,382.6 ₹13.2 L | 5,400 ₹13.3 L |
| 4.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
(Provided only on WBM surface) | 9,375 | Sqm | 93.18 ₹8.7 L | 94 ₹8.8 L |
| 5.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 9,375 | Sqm | 19.73 ₹1.9 L | 20 ₹1.9 L |
| 6.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | 9,375 | Sqm | 256.12 ₹24.0 L | 260 ₹24.4 L |
| 7.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
A By Manual Means
Bitumen (S-65) | 9,375 | Sqm | 111.48 ₹10.5 L | 120 ₹11.3 L |
Updated dates
Tender Value
₹65 L
EMD Value
₹1.3 L
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_39 Recovery and Restoration of N.C.P.W.D. Road to Trolley Line via Paul Para under NDRF (PDNA -2022) for the year 2025-26 under Hailakandi District Territorial Road Division.
2026_PWD_50165_13
HDTRD/TB/NDRF(PDNA-2022) /2025-26/3720
Open Tender
Civil Works
90 days
Hailakandi
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,300
₹1.3 L
Yes
O/o the EE, PWRD, Hailakandi DTRD, Hailakandi
15 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 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
WBM Grading 3 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. (B) By Mechanical Means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (Provided only on WBM surface)
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A By Manual Means Bitumen (S-65)
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