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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC HOUSE NO 184 WARD NO 6 VPO SHEKHUPUR DAROLI DISTT FATEHABAD 125053 | SHEKHUPUR DAROLI | FATEHABAD | HARYANA | 125053 | ₹2.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.3 L+₹29,344 (14.4%)Rejected-AOC MAIN CHOWK BALRAJPUR FATEHABAD | FATEHABAD | FATEHABAD | HARYANA | ₹2.3 L+₹29,344 (14.4%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Signed bid not attached |
Tender Value
₹2.2 L
EMD Value
₹4,320
Closing Date
29 Jul 2026, 6:00 pmClosed
NARESH KUMAR
W.S. Divn. Fatehabad
Construction of approach road of Bridge Nagpur to Alika at RD 20400 Khundan Disty.
2026_HRY_536264_1
202640C487D9 E0F2 413C 8F3A DFAABC66ED5A515IRR
Open Tender
Civil Works
Works
180 days
NAGPUR
Construction of approach road of Bridge Nagpur to Alika at RD 20400 Khundan Disty.
3 documents required · 3 mandatory
₹500
₹4,320
Yes
4 Aug 2026
23 Jul 2026
30 Jul 2026
23 Jul 2026
29 Jul 2026
23 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Item Description HSR Item | |||||
| 1.01 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate] | 101.05 | cum | 1,094 | ₹1,10,547.61 |
| 2.01 | [17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] | 66.69 | cum | 1,038 | ₹69,226.3 |
| 3.01 | [17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate] | 663.05 | Sqm | 16 | ₹10,608.78 |
| 4.01 | [17.36.3]Seal Coat 3. Type B with VG - 10 bituminous binder
Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. [Through Rate] | 663.05 | Sqm | 39 | ₹25,858.91 |
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