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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹665.20Accepted-AOC 12 SADAR BAZAR CHAKRATA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹665.20 Quoted ₹6.7 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹6.7 Cr+₹83,634.67 (0.13%)Rejected-Finance FIRST FLOOR PANCHAYATI RAJ DIRECTORATE OPPOSITE IT PARK SAHASTRADHARA ROAD DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹6.7 Cr+₹83,634.67 (0.13%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | Amit Joshi L1 | Bisht Construction L2 |
|---|---|---|---|---|---|
| 1.00HILL SIDE CUTTING | |||||
| 2.00 | Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. | 1 | L.S Job | 10,16,078 ₹11,98,972.04 | 10,08,457.74 ₹11,89,980.13 Lowest |
| 3.00 | Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 2,607.58 | Cum | 53 ₹1,63,078.05 Lowest | 53 ₹1,63,078.05 Lowest |
| 4.00Subgrade And Patri Fiilling | |||||
| 5.00 | 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.
( PATRI FILLING) | 1,756.47 | Cum | 118.82 ₹2,46,270.45 Lowest | 118.82 ₹2,46,270.45 Lowest |
| 6.00 | Excavation in foundation | 239.96 | Cum | 424.8 ₹1,20,283.31 Lowest | 424.8 ₹1,20,283.31 Lowest |
| 7.00 | Coolie Walling | 431.92 | Cum | 1,562.5 ₹7,96,352.5 Lowest | 1,562.8 ₹7,96,505.4 |
| 8.00Coolie walling | |||||
| 9.00 | Excavation in foundation | 187.5 | Cum | 424.8 ₹93,987 Lowest | 424.8 ₹93,987 Lowest |
| 10.00 | 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) | 750 | Cum | 1,562.5 ₹13,82,812.5 | 1,550.78 ₹13,72,440.3 Lowest |
Tender Value
₹6.7 Cr
EMD Value
₹13.4 L
Closing Date
27 Feb 2026, 1:00 pmClosed
CE URRDA
Ist floor in Directorate of panchayati raj opposite IT Park, Shastradahra Road Dehradun, Uttarakhand
UT07438-2 Construction of L075-Chheerakhan to Talli Pokhari MR Stage-I and II
2026_CCUK_146607_1
UT07438-2
National Competitive Bid
Civil Works - Roads
Item Rate
456 days
Nainital
Please refer Technical bid
3 documents required · 3 mandatory
₹5,900
₹13.4 L
SE PMGSY JYOLIKOT
28 Jul 2026
9 Feb 2026
27 Feb 2026
9 Feb 2026
27 Feb 2026
17 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | HILL SIDE CUTTING | - | - | - | - |
| 2 | Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. | - | L.S Job | 10,16,078 | - |
| 3 | Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 1 | Cum | 53 | ₹52.95 |
| 4 | Subgrade And Patri Fiilling | - | - | - | - |
| 5 | 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.
( PATRI FILLING) | - | Cum | 118.82 | - |
| 6 | Excavation in foundation | - | Cum | 424.8 | - |
| 7 | Coolie Walling | - | Cum | 1,562.5 | - |
| 8 | Coolie walling | - | - | - | - |
| 9 | Excavation in foundation | - | Cum | 424.8 | - |
| 10 | 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 | 1,562.5 | - |
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