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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAccepted-Finance | ₹35.4 L | L1 | Accepted-Finance FIND RESPONSIVE |
| 2 | L2₹37.9 LAccepted-Finance | ₹37.9 L | L2 | Accepted-Finance FIND RESPONSIVE |
| Sl No | Description | Qty | Unit | SURAJ PRAKASH NAUTIYAL L2 | RAJESH 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 | 14.34 | cum | 2,732 ₹39,176.88 | 2,300 ₹32,982 |
| 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 12,375 | sqm. | 15 ₹1.9 L | 13.1 ₹1.6 L |
| 3.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 12,375 | sqm. | 211 ₹26.1 L | 207.8 ₹25.7 L |
| 4.00 | Seal Coat
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 Case - II : Type B Bitumen (VG-10) | 12,375 | sqm. | 69 ₹8.5 L | 57 ₹7.1 L |
| 5.00 | Maintenance of Earhen 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 | 3,240 | sqm. | 17 ₹55,080 | 17.5 ₹56,700 |
| 6.00 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 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 307By Mechanical Means | 2,250 | Rmt. | 20 ₹45,000 | 4.4 ₹9,900 |
| 7.00 | Maintenance of DrainsThe maintenance of drains include erosion, repair, clearing, cleaning, reshaping,regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. | 300 | Rmt. | 4 ₹1,200 | 20 ₹6,000 |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
6 Apr 2026, 12:00 pmClosed
EE PD PWD Uttarkashi
EE PD PWD Uttarkashi
Premix Carpet Work in Sem Mukhem Motor Road at Km 11,12 , 13
2026_pwd_92798_1
362/Nivida Dt 26/02/2026
Open Tender
Civil Works - Roads
180 days
PD PWD UTTARKASHI
Tender Document
3 documents required · 3 mandatory
₹2,950
EE PD PWD UTTARKASHI
₹80,000
6 Apr 2026
7 Mar 2026
6 Apr 2026
7 Mar 2026
6 Apr 2026
21 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 dry and hungry bituminous surface 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 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 Case - II : Type B Bitumen (VG-10)
Maintenance of Earhen 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
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 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 307By Mechanical Means
Maintenance of DrainsThe maintenance of drains include erosion, repair, clearing, cleaning, reshaping,regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
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