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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹764.79Accepted-AOC GIC ROAD DIDIHAT PITHORAGARH UTTARAKHAND | PITHORAGARH | UTTARAKHAND | 262501 | ₹764.79 Quoted ₹7.6 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹7.7 Cr+₹3.3 L (0.44%)Rejected-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹7.7 Cr+₹3.3 L (0.44%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | Rejected-Technical NEW PUNJABI COLONY BEHIND OF UNION ANDHRA BANK KICHHA DISTT U S NAGAR UTTARAKHAND | UDAM SINGH NAGAR | UTTARAKHAND | 244712 | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical 17 NAGARPALIKA MARKET KALADHUNGI ROAD HALDWANI DISTT NAINITAL UTTARAKHAND | NAINITAL | UTTARAKHAND | 244713 | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S DALIP SINGH ADHIKARI L2 | M/s SMS Construction L1 |
|---|---|---|---|---|---|
| 1.00Hill side cutting | |||||
| 2.00 | 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 | 49,50,000 ₹58,41,000 | 49,33,847 ₹58,21,939.46 Lowest |
| 3.00 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal 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 | 3,805.33 | cum | 52 ₹2,33,495.05 Lowest | 52 ₹2,33,495.05 Lowest |
| 4.00 | 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. | 1,616 | cum | 119 ₹2,26,918.72 Lowest | 119 ₹2,26,918.72 Lowest |
| 5.00 | Excavation in foundationfor retaining,breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, | 220.77 | cum | 396 ₹1,03,161.41 | 394 ₹1,02,640.39 Lowest |
| 6.00 | 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. | 331.15 | cum | 1,486 ₹5,80,664.9 | 1,479 ₹5,77,929.6 Lowest |
| 7.00 | Excavation in foundationfor retaining,breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, | 300 | cum | 396 ₹1,40,184 | 394 ₹1,39,476 Lowest |
| 8.00 | 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. | 1,200 | cum | 1,486 ₹21,04,176 | 1,479 ₹20,94,264 Lowest |
| 9.00 | 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 | 1,487.97 | cum | 119 ₹2,08,940.75 Lowest | 119 ₹2,08,940.75 Lowest |
| 10.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel | 2,941.97 | cum | 1,306 ₹45,33,811.13 | 1,300 ₹45,12,981.98 Lowest |
Tender Value
₹7.8 Cr
EMD Value
₹15.7 L
Closing Date
27 Feb 2026, 1:00 pmClosed
CE URRDA Dehradun
CE URRDA DEHRADUN
Banana to Pinsela MR Stage I and II
2026_CCUK_146517_1
UT074353
National Competitive Bid
Civil Works - Roads
Item Rate
455 days
Bhimtal
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹15.7 L
PMGSY Circle Jyolikot
10 Sept 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 | Hill side cutting | - | - | - | - |
| 2 | 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 | 49,59,637 | ₹49,59,637 |
| 3 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal 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 | 3,805.33 | cum | 52.8 | ₹2,00,921.42 |
| 4 | 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. | 1,616 | cum | 119.38 | ₹1,92,918.08 |
| 5 | Excavation in foundationfor retaining,breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, | 220.77 | cum | 396.3 | ₹87,491.15 |
| 6 | 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. | 331.15 | cum | 1,486.9 | ₹4,92,386.94 |
| 7 | Excavation in foundationfor retaining,breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, | 300 | cum | 396.3 | ₹1,18,890 |
| 8 | 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. | 1,200 | cum | 1,486.9 | ₹17,84,280 |
| 9 | 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 | 1,487.97 | cum | 119.38 | ₹1,77,633.86 |
| 10 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel | 2,941.97 | cum | 1,306.8 | ₹38,44,566.4 |
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