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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹98.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.0 CrAdmitted-Fee/PreQual/Technical/Finance | ₹1.0 Cr | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-FD Not Pledged & Tender Fee Submitted in Wrong Head |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-FD Not Pledged & Registration & GST Registration Not Submitted |
| Sl No | Description | Qty | Unit | NAGENDRA SINGH L2 | sukhbir singh negi L1 |
|---|---|---|---|---|---|
| 1.00Earth work in hill road (Hill side cutting ) | |||||
| 1.10 | Excavation in soil in Hilly Area by mechanical means Without using 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 Earth and boulders | 219.96 | Cum | 80 ₹17,596.8 | 70 ₹15,397.2 Lowest |
| 1.20 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. ( Ordinary rock) | 184.6 | Cum | 120 ₹22,152 | 100 ₹18,460 Lowest |
| 1.30 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. (Hard rock) | 265.3 | Cum | 250 ₹66,325 | 200 ₹53,060 Lowest |
| 2.00Providing super elevation and improvement of the gradient, including construction of coolie walling. | |||||
| 2.10 | 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 | 184 | cum | 63.9 ₹11,757.6 | 50.9 ₹9,365.6 Lowest |
| 2.20 | 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) | 48 | Cum | 1,559 ₹74,832 | 1,500 ₹72,000 Lowest |
| 3.00 | 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, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Mechanical Means | 637.88 | Cum | 2,478.3 ₹15,80,858 | 2,400 ₹15,30,912 Lowest |
| 4.00 | 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, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Mechanical Means | 442.97 | Cum | 2,495 ₹11,05,210.15 | 2,400 ₹10,63,128 Lowest |
| 5.00 | 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, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. Mechanical Means | 442.97 | Cum | 2,495 ₹11,05,210.15 Lowest | 2,495 ₹11,05,210.15 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
8 May 2026, 3:00 pmClosed
EE CD PWD Srinagar Garhwal
Office of EE CD PWD Srinagar Garhwal
Improvement and strengthening work of Dungripanth Chantikhal to Saur Gajeli Motor Road in District Pauri Garhwal Under State Sector
2026_pwd_94648_1
506/24 MG dt. 13.04.2026
Open Tender
Civil Works
Item Wise
270 days
Srinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE CD PWD Srinagar Garhwal
₹2.0 L
11 May 2026
24 Apr 2026
8 May 2026
24 Apr 2026
8 May 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in hill road (Hill side cutting ) | |||||
| 1.1 | Excavation in soil in Hilly Area by mechanical means Without using 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 Earth and boulders | - | Cum | - | - |
| 1.2 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. ( Ordinary rock) | - | Cum | - | - |
| 1.3 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. (Hard rock) | - | Cum | - | - |
| 2Providing super elevation and improvement of the gradient, including construction of coolie walling. | |||||
| 2.1 | 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 | - | - |
| 2.2 | 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) | - | Cum | - | - |
| 3WBM 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, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Mechanical Means | |||||
| 4WBM 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, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Mechanical Means | |||||
| 5WBM 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, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. Mechanical Means | |||||
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