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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹27.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹30.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹30.4 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s Mobin Alam L2 | Habib L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 400 | Cum | 45 ₹18,000 | 20 ₹8,000 Lowest |
| 2.00 | 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. By Mechanical Means | 573.75 | Cum | 2,000 ₹11,47,500 | 1,924.76 ₹11,04,331.05 Lowest |
| 3.00 | 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. | 7,650 | Sqm | 10.4 ₹79,560 Lowest | 11.56 ₹88,434 |
| 4.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2. | 7,650 | Sqm | 163 ₹12,46,950 | 139.99 ₹10,70,923.5 Lowest |
| 5.00 | Seal Coat with Emulsion 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. Type B | 7,650 | Sqm | 71 ₹5,43,150 | 60.64 ₹4,63,896 Lowest |
Tender Value
Refer Docs
EMD Value
₹77,000
Closing Date
7 May 2026, 5:00 pmClosed
EE CD PWD Ramnagar
Office of the EE CD PWD Ramnagar
Improvement by PC work Gas Godam to jalaliyaganja Road in Constituency Kaladhungi Block Kotabag District Nainital Under State Sector
2026_pwd_94447_1
795/17 M Ramnagar Dt 17.04.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Ramnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Yes
EE CD PWD Ramnagar
₹77,000
8 May 2026
22 Apr 2026
8 May 2026
23 Apr 2026
7 May 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | Cum | - | - |
| 2 | 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. By Mechanical Means | - | Cum | - | - |
| 3 | 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. | - | Sqm | - | - |
| 4 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2. | - | Sqm | - | - |
| 5 | Seal Coat with Emulsion 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. Type B | - | Sqm | - | - |
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