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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance NEAR SBI TAKULA ROAD DISTT BAGESHWAR | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical VILL P O DEKUNA PITHORAGARH | - | - | Rejected-Technical bidder disqualify |
| 5 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | Yogesh Singh Mehta L2 | PARIHAR CONSTRUCTION L1 | Manoj Kumar Pathak L3 |
|---|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | ||||||
| 1.00 | Excavation in hill side cutting for in all types of soils and rocks met at site for making the road width and grade as per plan and L-section of road including uprooting and cutting of bushes, dressing of road surface to required level and slopes also including all leads, lifts and disposal of surplus/excavated earth as directed by Engineer -in-charge also including supply of all material, labour, T&P etc. required for proper completion of the work. ( Length 5.00 Km) | 1 | Job | 97,51,000 ₹97,51,000 | 97,00,000 ₹97,00,000 Lowest | 98,00,000 ₹98,00,000 |
| 2.00MUCK Disposal Plan | ||||||
| 2.10 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 45 | Cum | 453 ₹20,385 | 450 ₹20,250 Lowest | 460 ₹20,700 |
| 2.20 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh
wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the
gabions). | 320 | Nos | 8,631 ₹27,61,920 | 8,500 ₹27,20,000 Lowest | 8,700 ₹27,84,000 |
| 2.30 | Removal of unsuitable soil with disposal up to 1000 m .removal of unsuitable soil including exacavation compaction ground supporting embankment subgrade replacementby suitable soil ,which shall be paid separately as per clause 303.5.2 as per technical specifications clause 302.3.11 | 6,604.4 | Cum | 55 ₹3,63,242 Lowest | 55 ₹3,63,242 Lowest | 60 ₹3,96,264 |
Tender Value
₹1.6 Cr
EMD Value
₹3.1 L
Closing Date
24 Jul 2026, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Construction of Dadimkhet to Kanyalikot Motor Road in Kapkot Constituency of District Bageshwar Under State Sector Honorable C.M. Ghoshna No. 549 2018
2026_pwd_97060_1
2317/Nivida-01/2026-27 dated 23/06/2026
Open Tender
Civil Works
Item Rate
273 days
Kapkot
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Kapkot
₹3.1 L
Almora
12 Aug 2026
30 Jun 2026
24 Jul 2026
30 Jun 2026
24 Jul 2026
4 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in hill side cutting for in all types of soils and rocks met at site for making the road width and grade as per plan and L-section of road including uprooting and cutting of bushes, dressing of road surface to required level and slopes also including all leads, lifts and disposal of surplus/excavated earth as directed by Engineer -in-charge also including supply of all material, labour, T&P etc. required for proper completion of the work. ( Length 5.00 Km) | 1 | Job | - | - |
| 2MUCK Disposal Plan | |||||
| 2.1 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 45 | Cum | - | - |
| 2.2 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh
wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the
gabions). | 320 | Nos | - | - |
| 2.3 | Removal of unsuitable soil with disposal up to 1000 m .removal of unsuitable soil including exacavation compaction ground supporting embankment subgrade replacementby suitable soil ,which shall be paid separately as per clause 303.5.2 as per technical specifications clause 302.3.11 | 6,604.4 | Cum | - | - |
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