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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 CrAdmitted-Finance | ₹13.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹13.7 CrAdmitted-Finance MADLI POST CHAMPAWAT DISTT CHAMPAWAT UK | CHAMPAWAT | UTTARAKHAND | 262309 | ₹13.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹14.2 CrAdmitted-Finance GSTIN: 05ALGPM3833N1ZUANANDIPURAM KUSUMKHERA HALDWANI | NAINITAL | UTTARAKHAND | 244713 | ₹14.2 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| 5 | Rejected-Technical GSTIN: 05AAVPN6593Q1ZGGIC ROAD CHAMPAWAT | CHAMPAWAT | UTTARAKHAND | 262309 | - | - | Rejected-Technical NON RESPONSIVE |
| Sl No | Description | Qty | Unit | Neeraj mishra L3 | GANGA PRASAD PUNETHA L2 | M/S BISHT LEGACY 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. Job. | 54,30,620 ₹64.1 L | 54,29,106.1 ₹64.1 L | 51,53,000 ₹60.8 L |
| 3.00Pavement | ||||||
| 4.00 | Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 (Sub grade preparation) | 50,022 | Sqm. | 5.1 ₹3.0 L | 2.5 ₹1.5 L | 2.5 ₹1.5 L |
| 5.00 | Excavation in Cutting in Soil by manual means with lead upto 50 m.Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3(for making superelevation) | 3,188 | Cum. | 221 ₹8.3 L | 196.7 ₹7.4 L | 196.7 ₹7.4 L |
| 6.00 | Construction of Embankment with Material Obtained from Roadway cu.m 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 (for patri Filling) | 5,296 | Cum. | 70 ₹4.4 L | 63.9 ₹4.0 L | 63.9 ₹4.0 L |
| 7.00 | 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) (70% of Road Length) | 2,520 | Cum. | 1,565 ₹46.5 L | 1,548.9 ₹46.1 L | 1,548.9 ₹46.1 L |
| 8.00 | 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) | 6,377 | Cum. | 1,584 ₹1.2 Cr | 1,562.7 ₹1.2 Cr | 1,562.7 ₹1.2 Cr |
| 9.00 | WBM Grading-2…..Mechanical Means
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density
Grading 2 as per Technical Specification Clause 405. | 2,952 | Cum. | 2,130 ₹74.2 L | 2,093.1 ₹72.9 L | 2,093.1 ₹72.9 L |
| 10.00 | WBM Grading-3…...Mechanical Means
Providing, laying, spreading and compacting stone aggregates of specific sizes(53mm to 22.4 mm) to water bound macadam including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screenings (Type B-11.2 mm) to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014 | 2,952 | Cum. | 2,124 ₹74.0 L | 2,093.1 ₹72.9 L | 2,093.1 ₹72.9 L |
Updated dates
Tender Value
₹14.0 Cr
EMD Value
₹28.1 L
Closing Date
24 Mar 2026, 1:00 pmClosed
CE URRDA
Uttarakhand Rural Roads Development Agency First Floor Directorate of Panchayati Raj Opp IT Park Sahashtradhara Road Dehradun 248001
UT01UT14904 L027 Marchula Syaldey Deghat MR To Kanhyuni Talli Motor Road Stage-I and II
2026_CCUK_146652_1
UT01UT14904
National Competitive Bid
Civil Works - Roads
540 days
Sult Almora
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹28.1 L
Pmgsy Circle Office Jyolikote Nainitaal
3 Jun 2026
9 Feb 2026
24 Mar 2026
9 Feb 2026
24 Mar 2026
17 Feb 2026
13 Feb 2026
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