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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹289.26Accepted-AOC | ₹289.26 Quoted ₹2.9 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹2.9 CrRejected-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹2.9 Cr | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | L3₹3.2 CrRejected-Finance | ₹3.2 Cr | L3 | Rejected-Finance BID IS NON RESPONSIVE |
| 4 | Rejected-Technical 07 PRIYALOK COLONY PHASE 01 GMS ROAD DEHRADUN UTTARAKHAND | - | - | Rejected-Technical Original affidavit for correctness of bid not submitted |
| 5 | Rejected-Technical | - | - | Rejected-Technical Original affidavit for correctness of bid not submitted |
| Sl No | Description | Qty | Unit | M/S DALIP SINGH ADHIKARI L2 | M/S VISHAL CONSTRUCTION L1 | CHAUHAN ASSOCIATES L3 |
|---|---|---|---|---|---|---|
| 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. Job | 2,88,387.65 ₹3,40,297.43 | 2,82,732 ₹3,33,623.76 Lowest | 29,00,000 ₹34,22,000 |
| 2.00 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. - For Super Elevation | 334.17 | Cum | 49.78 ₹19,629.28 | 48 ₹18,927.39 Lowest | 48.8 ₹19,242.85 |
| 3.00 | 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 (Patri Filling) | 579.01 | Cum | 65.18 ₹44,533.05 | 63 ₹43,043.6 Lowest | 63.9 ₹43,658.51 |
| 4.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineering- charge. (As per PWD Uttarakhand specifications) | 528.37 | Cum | 1,569.68 ₹9,78,658.75 | 1,538 ₹9,58,907.01 Lowest | 1,538.9 ₹9,59,468.14 |
| 5.00Excavation in foundation for 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, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | ||||||
| 6.00 | For R/W, B/W & Pucca Drain etc | 955.92 | Cum | 424.22 ₹4,78,514.05 | 415 ₹4,68,114.02 Lowest | 415.9 ₹4,69,129.21 |
| 7.00Excavation in foundation for 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, as per drawing and technical specifications Clause 305.1 of MORD Specifiction by Mechanical Means | ||||||
| 8.00 | X-Drainage/Drainage Structure | 883.65 | Cum | 219.42 ₹2,28,790.77 | 215 ₹2,24,182.01 Lowest | 215.12 ₹2,24,307.13 |
| 9.00Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royalties etc.(As per PWD Uttarakhand specifications) | ||||||
| 10.00 | For R/W, B/W & Pucca Drain etc | 439.89 | Cum | 4,843.88 ₹25,14,313.76 | 4,748 ₹24,64,545.31 Lowest | 4,748.9 ₹24,65,012.47 |
Tender Value
Refer Docs
EMD Value
₹12.3 L
Closing Date
17 Mar 2026, 1:00 pmClosed
CE URRDA
Ist Floor, Panchayati Raj Nideshalaya, Opp. IT Park, Sahasradhara road, Dehradun
UT08451-2 CONSTRUCTION OF Dharmpur to Dabar Motor Road of 2.000 KM WITH FIVE YEARS MAINTENANCE WORK UNDER PMGSY
2026_CCUK_146861_1
UT08451-3
National Competitive Bid
Civil Works - Roads
Item Rate
365 days
Satpuli
Please Refer Tender Documents
3 documents required · 3 mandatory
₹59,000
₹12.3 L
Srinagar Garhwal
20 Aug 2026
27 Feb 2026
17 Mar 2026
27 Feb 2026
17 Mar 2026
5 Mar 2026
28 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. | - | L.S. Job | 2,82,732.99 | - |
| 2 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. - For Super Elevation | - | Cum | 48.8 | - |
| 3 | 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 (Patri Filling) | 1 | Cum | 63.9 | ₹63.84 |
| 4 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineering- charge. (As per PWD Uttarakhand specifications) | - | Cum | 1,538.9 | - |
| 5 | Excavation in foundation for 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, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | - | - | - | - |
| 6 | For R/W, B/W & Pucca Drain etc | 1 | Cum | 415.9 | ₹415.48 |
| 7 | Excavation in foundation for 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, as per drawing and technical specifications Clause 305.1 of MORD Specifiction by Mechanical Means | - | - | - | - |
| 8 | X-Drainage/Drainage Structure | 1 | Cum | 215.12 | ₹214.9 |
| 9 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royalties etc.(As per PWD Uttarakhand specifications) | - | - | - | - |
| 10 | For R/W, B/W & Pucca Drain etc | 1 | Cum | 4,748.9 | ₹4,744.15 |
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