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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.0 LAccepted-Finance | ₹51.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹54.2 LAccepted-Finance | ₹54.2 L | L2 | Accepted-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-challan not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Bid documents online not submitted |
| Sl No | Description | Qty | Unit | SABBAL SINGH L2 | M/S SUBHASH SINGH L1 |
|---|---|---|---|---|---|
| 1.00 | 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 Manual Means | 55.45 | Cum | 2,742 ₹1.5 L | 2,740 ₹1.5 L |
| 2.00 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 15,750 | Sqm | 15.2 ₹2.4 L | 14 ₹2.2 L |
| 3.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 15,750 | Sqm | 201 ₹31.7 L | 198.5 ₹31.3 L |
| 4.00 | 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 | 15,750 | Sqm | 84 ₹13.2 L | 83 ₹13.1 L |
| 5.00 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means | 3,800 | Rmt | 114 ₹4.3 L | 51 ₹1.9 L |
| 6.00 | Maintenance of Earthen shoulder (stripping of excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 | 5,700 | Sqm | 18 ₹1.0 L | 17 ₹96,900 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
6 Apr 2026, 3:00 pmClosed
Executive Engineer CD PWD Chinyalisaur
Office of the Executive Engineer CD PWD Chinyalisaur
Renewal by P.C cold mix in Khalsi to Khalsi village motor road at km 15, 16, 17, 18 under annual repair 2026-27.
2026_pwd_93068_1
320/Tender Date-09.03.2026
Open Tender
Civil Works - Roads
90 days
Khalsi to Khalsi village motor road
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
as per terms and conditions
₹1.1 L
8 Apr 2026
12 Mar 2026
7 Apr 2026
13 Mar 2026
6 Apr 2026
18 Mar 2026
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 Manual Means
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
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
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means
Maintenance of Earthen shoulder (stripping of excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
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