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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹51.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹53.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹53.3 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹55.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹55.0 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹58.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹58.3 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJESH SINGH KANDARI L1 | M/S Jaydeep Juyal Contractor L3 | SHAILENDRA KUMAR L2 | soban singh rawat L4 |
|---|---|---|---|---|---|---|---|
| 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 | 138.37 | Cubic Metre | 50 ₹6,918.5 Lowest | 50 ₹6,918.5 Lowest | 59 ₹8,163.83 | 60 ₹8,302.2 |
| 2.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 42.19 | Cubic Metre | 1,500 ₹63,285 | 1,200 ₹50,628 Lowest | 1,500 ₹63,285 | 1,520 ₹64,128.8 |
| 3.00 | Earthwork in Hill Road (Hill Side Cutting) Excavation in soil in Hilly Area by mechanical means Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 138.37 | Cubic Metre | 60 ₹8,302.2 | 50 ₹6,918.5 Lowest | 400 ₹55,348 | 76 ₹10,516.12 |
| 4.00 | Water Bound Macadam with Crushable Screenings WBM Grading 1
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 1 as per Technical Specification Clause 405. By Mechanical Means | 478.41 | Cubic Metre | 1,650 ₹7,89,376.5 Lowest | 2,050 ₹9,80,740.5 | 1,800 ₹8,61,138 | 2,040 ₹9,75,956.4 |
| 5.00 | 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 | 90 | Cubic Metre | 50 ₹4,500 Lowest | 50 ₹4,500 Lowest | 62 ₹5,580 | 60 ₹5,400 |
| 6.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 56.25 | Cubic Metre | 1,500 ₹84,375 | 1,200 ₹67,500 Lowest | 1,538 ₹86,512.5 | 1,520 ₹85,500 |
| 7.00 | Water Bound Macadam with Crushable Screenings WBM Grading 2
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 2 as per Technical Specification Clause 405. By Mechanical Means | 332.23 | Cubic Metre | 1,650 ₹5,48,179.5 Lowest | 2,100 ₹6,97,683 | 1,850 ₹6,14,625.5 | 2,110 ₹7,01,005.3 |
| 8.00 | 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 | 92.81 | Cubic Metre | 50 ₹4,640.5 Lowest | 50 ₹4,640.5 Lowest | 50 ₹4,640.5 Lowest | 60 ₹5,568.6 |
| 9.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 42.19 | Cubic Metre | 1,500 ₹63,285 | 1,200 ₹50,628 Lowest | 1,538 ₹64,888.22 | 1,520 ₹64,128.8 |
| 10.00 | Water Bound Macadam with Crushable Screenings 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 | 332.23 | Cubic Metre | 1,650 ₹5,48,179.5 Lowest | 2,000 ₹6,64,460 | 1,850 ₹6,14,625.5 | 2,140 ₹7,10,972.2 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
31 Jul 2026, 3:30 pmClosed
Executive Engineer
EE CD PWD Pauri
vikashkhand kot me Arkani Khandukhal Muchiyali Motor Marg ke km 12 se taprari se sankhetu hote hue anushuchit jaati basti kulkhanyuin tak motor marg ka sudharikaran awam damrikaran karya lambai 1.125 km
2026_pwd_97429_1
PWD-10-2026
Open Tender
Civil Works
Item Rate
270 days
Pauri Garhwal
3 documents required · 3 mandatory
₹4,720
EE CD PWD Pauri
₹1.5 L
3 Aug 2026
10 Jul 2026
1 Aug 2026
10 Jul 2026
31 Jul 2026
13 Jul 2026
11 Jul 2026 - 12 Jul 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 | 138.37 | Cubic Metre | - | - |
| 2 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 42.19 | Cubic Metre | - | - |
| 3 | Earthwork in Hill Road (Hill Side Cutting) Excavation in soil in Hilly Area by mechanical means Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 138.37 | Cubic Metre | - | - |
| 4 | Water Bound Macadam with Crushable Screenings WBM Grading 1
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 1 as per Technical Specification Clause 405. By Mechanical Means | 478.41 | Cubic Metre | - | - |
| 5 | 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 | 90 | Cubic Metre | - | - |
| 6 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 56.25 | Cubic Metre | - | - |
| 7 | Water Bound Macadam with Crushable Screenings WBM Grading 2
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 2 as per Technical Specification Clause 405. By Mechanical Means | 332.23 | Cubic Metre | - | - |
| 8 | 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 | 92.81 | Cubic Metre | - | - |
| 9 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 42.19 | Cubic Metre | - | - |
| 10 | Water Bound Macadam with Crushable Screenings 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 | 332.23 | Cubic Metre | - | - |
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