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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹39.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹46.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹46.1 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹48.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹48.7 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹52.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹52.3 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹57.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹57.6 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | shubham singh L1 | SUMIT SINGH L5 | Sahil Singh Rawat L2 | SHAILENDRA KUMAR L4 | kamal singh rawat L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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) | 39.38 | Cubic Metre | 1,531.21 ₹60,299.05 | 1,538.9 ₹60,601.88 | 1,538.9 ₹60,601.88 | 1,500 ₹59,070 | 1,200 ₹47,256 Lowest |
| 2.00 | 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 | 129.15 | Cubic Metre | 63.58 ₹8,211.36 | 63.9 ₹8,252.69 | 63.9 ₹8,252.69 | 62 ₹8,007.3 | 40 ₹5,166 Lowest |
| 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 | 129.15 | Cubic Metre | 74.53 ₹9,625.55 | 74.9 ₹9,673.34 | 74.9 ₹9,673.34 | 400 ₹51,660 | 50 ₹6,457.5 Lowest |
| 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 | 446.51 | Cubic Metre | 478.86 ₹2,13,815.78 Lowest | 2,196.6 ₹9,80,803.87 | 960.35 ₹4,28,805.88 | 1,800 ₹8,03,718 | 1,700 ₹7,59,067 |
| 5.00 | 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 | 310.07 | Cubic Metre | 562.56 ₹1,74,432.98 Lowest | 2,268.4 ₹7,03,362.79 | 1,300.87 ₹4,03,360.76 | 1,800 ₹5,58,126 | 1,900 ₹5,89,133 |
| 6.00 | 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 | 310.07 | Cubic Metre | 675.98 ₹2,09,601.12 Lowest | 2,268.4 ₹7,03,362.79 | 1,300.87 ₹4,03,360.76 | 1,800 ₹5,58,126 | 1,900 ₹5,89,133 |
| 7.00 | 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) | 52.5 | Cubic Metre | 1,531.21 ₹80,388.53 | 1,538.9 ₹80,792.25 | 1,538.9 ₹80,792.25 | 1,538 ₹80,745 | 1,200 ₹63,000 Lowest |
| 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 | 86.63 | Cubic Metre | 63.58 ₹5,507.94 | 63.9 ₹5,535.66 | 63.9 ₹5,535.66 | 63 ₹5,457.69 | 40 ₹3,465.2 Lowest |
| 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) | 39.38 | Cubic Metre | 1,531.21 ₹60,299.05 | 1,538.9 ₹60,601.88 | 1,538.9 ₹60,601.88 | 1,538 ₹60,566.44 | 1,200 ₹47,256 Lowest |
| 10.00 | 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 | 86.63 | Cubic Metre | 63.58 ₹5,507.94 | 63.9 ₹5,535.66 | 63.9 ₹5,535.66 | 63 ₹5,457.69 | 40 ₹3,465.2 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
31 Jul 2026, 3:30 pmClosed
Executive Engineer
EE CD PWD Pauri
Rajya Yojna Ke antargat janpad pauri garhwal ke vidhansabha chetra chaubattakhal ke vikashkhand pokhra me kamalpur inter collage se sanglakoti jhoolapul tak motor marg me sudharikaran awam damrikaran ka karya lambai 1.050 km
2026_pwd_97405_1
PWD-8-2026
Open Tender
Civil Works
Item Rate
270 days
Pauri Garhwal
3 documents required · 3 mandatory
₹4,720
EE CD PWD Pauri
₹1.4 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 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) | 39.38 | Cubic Metre | - | - |
| 2 | 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 | 129.15 | 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 | 129.15 | 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 | 446.51 | Cubic Metre | - | - |
| 5 | 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 | 310.07 | Cubic Metre | - | - |
| 6 | 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 | 310.07 | Cubic Metre | - | - |
| 7 | 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) | 52.5 | 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 | 86.63 | 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) | 39.38 | Cubic Metre | - | - |
| 10 | 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 | 86.63 | Cubic Metre | - | - |
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