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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹339.72Accepted-AOC BARECHHINA ALMORA | ALMORA | UTTARAKHAND | 244715 | ₹339.72 Quoted ₹3.4 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹3.5 Cr+₹6.3 L (1.85%)Rejected-Finance GIC ROAD DIDIHAT PITHORAGARH UTTARAKHAND | PITHORAGARH | UTTARAKHAND | 262501 | ₹3.5 Cr+₹6.3 L (1.85%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | M/s SMS Construction L2 | DEVKI NANDAN JOSHI L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site true to lines as per plan, L section cross slope, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , without damaging forest , forest land , utility and private properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge. | 1 | L.S | 16,82,635 ₹19,85,509.3 | 16,25,000 ₹19,17,500 Lowest |
| 2.00Super Elevation | |||||
| 3.00 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 562.99 | Cum | 119.86 ₹79,626.38 | 115 ₹76,397.74 Lowest |
| 4.00 | Excavation in foundation | 76.91 | Cum | 434.6 ₹39,441.61 | 425 ₹38,570.37 Lowest |
| 5.00 | Coolie Walling | 138.44 | Cum | 1,588.5 ₹2,59,496.09 | 1,550 ₹2,53,206.76 Lowest |
| 6.00Coolie Walling | |||||
| 7.00 | Excavation in foundation | 40.5 | Cum | 434.6 ₹20,769.53 | 425 ₹20,310.75 Lowest |
| 8.00 | Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) | 162 | Cum | 1,588.5 ₹3,03,657.66 | 1,550 ₹2,96,298 Lowest |
| 9.00Pavement Works | |||||
| 10.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits/hill side cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 | 596.83 | Cum | 119.86 ₹84,412.53 | 115 ₹80,989.83 Lowest |
Tender Value
₹3.3 Cr
EMD Value
₹7.0 L
Closing Date
27 Feb 2026, 1:00 pmClosed
CE URRDA
URRDA, 1st floor, Directorate of Panchyatiraj, Opp IT park, Sahstradhara Road Dehradun
L035 Karanprayag Askot MR Km 35 to Dungralekh MR Stage I and II with Five year Maintenance Under PBMC
2026_CCUK_146581_1
UT01411
National Competitive Bid
Civil Works - Roads
Item Rate
365 days
Almora
Please refer to technical Bid
3 documents required · 3 mandatory
₹5,310
₹7.0 L
SE PMGSY CIRCLE PWD ALMORA
27 Aug 2026
7 Feb 2026
27 Feb 2026
7 Feb 2026
27 Feb 2026
17 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site true to lines as per plan, L section cross slope, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , without damaging forest , forest land , utility and private properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge. | 1 | L.S | 16,82,635 | ₹16,82,635 |
| 2 | Super Elevation | - | - | - | - |
| 3 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | Cum | 119.86 | - |
| 4 | Excavation in foundation | 1 | Cum | 434.6 | ₹434.17 |
| 5 | Coolie Walling | 1 | Cum | 1,588.5 | ₹1,586.91 |
| 6 | Coolie Walling | - | - | - | - |
| 7 | Excavation in foundation | - | Cum | 434.6 | - |
| 8 | Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) | - | Cum | 1,588.5 | - |
| 9 | Pavement Works | - | - | - | - |
| 10 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits/hill side cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 | - | Cum | 119.86 | - |
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