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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.9 LAccepted-AOC GRAM DATTOLI MUGHAL POST BEHDA SANDAL SINGH SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹34.9 L Quoted ₹34.6 L | L1 | Accepted-AOC l1 |
| 2 | L2₹34.6 LRejected-Finance | ₹34.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹36.7 LRejected-Finance GRAM POST MAWANA KHURD MAWANA MEERUT | MEERUT | UTTAR PRADESH | 245206 | ₹36.7 L | L3 | Rejected-Finance L3 |
Tender Value
₹41 L
EMD Value
₹4.0 L
Closing Date
19 Mar 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Renovation work by PC on Km. 6 Dehri border of Saharanpur Badgaon road via Malhipur, Sherpur Gurjar, Fatehpur Gurjar, Kankarkui, Chandanpur Nalheda Gurjar road.
2026_CEMRT_1124935_4
725/94MS-S/2025 Date 28-01-2026
Open Tender
Civil Works
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.0 L
11 Apr 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
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 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.
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 120 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.
Renewing patries 1.5 metere wide including dressing surface filling upto 8cm (3") depth and making namunas, at every 15 metre apart on either side of the road true to patri template with side slopes of 1:2 etc. trenches for taking the earth to be so dug that they form a continuous side drain at road boundary. (S.I. No. 764-A)
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