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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 CrAccepted-Finance | ₹15.1 Cr | L1 | Accepted-Finance BID IS RESPONSIVE |
| 2 | L2₹15.2 Cr+₹9.4 L (0.63%)Rejected-Finance HARIDWAR ROAD OPP NDS SCHOOL SHYAMPUR RISHIKESH DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹15.2 Cr+₹9.4 L (0.63%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | Rejected-Technical | - | - | Rejected-Technical not qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical non responsive |
| Sl No | Description | Qty | Unit | M/S Devbhoomi Construction L2 | CHAUHAN ASSOCIATES 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 | 54,79,715 ₹64,66,063.7 | 54,38,618 ₹64,17,569.24 Lowest |
| 2.00 | 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 | 12,405.23 | Cum | 52.5 ₹7,68,504.12 Lowest | 52.5 ₹7,68,504.12 Lowest |
| 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.(For Super Elevation) | 3,779.75 | Cum | 120.5 ₹5,37,442.36 | 119.79 ₹5,34,275.69 Lowest |
| 4.00 | 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) | 1,579.89 | Cum | 1,538.5 ₹28,68,172.44 | 1,527.16 ₹28,47,031.67 Lowest |
| 5.00 | 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 (For Patrie filling) | 3,982.07 | Cum | 63.5 ₹2,98,376.43 | 63.42 ₹2,98,000.53 Lowest |
| 6.00 | 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 | 64,487.5 | Sqm | 2 ₹1,52,190.5 Lowest | 2.48 ₹1,88,716.22 |
| 7.00 | 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 | 6,363.25 | Cum | 1,486 ₹1,11,57,831.61 | 1,474.95 ₹1,10,74,861.2 Lowest |
| 8.00 | WBM Grading 2
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.By Mechanical Means | 3,557.57 | Cum | 2,268 ₹95,20,911.14 | 2,251.29 ₹94,50,763.69 Lowest |
| 9.00 | WBM Grading 3
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 3 as per Technical Specification Clause 405. By Mechanical Means | 3,557.57 | Cum | 2,295.5 ₹96,36,362.41 | 2,278.58 ₹95,65,333.33 Lowest |
| 10.00 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical
Specification Clause 502 | 47,434.31 | Sqm | 43 ₹24,06,816.74 | 42.68 ₹23,88,905.54 Lowest |
Tender Value
₹17.3 Cr
EMD Value
₹34.7 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
UT0844810, L023-Chodekend Talla to Kamanda Palla MR Stage-I and II, Length - 11.725
2026_CCUK_146838_1
UT0844810
National Competitive Bid
Civil Works - Roads
Item Rate
540 days
Nainidanda
Please Refer Technical Bid
3 documents required · 3 mandatory
₹5,900
₹34.7 L
Srinagar Garhwal
15 Sept 2026
27 Feb 2026
24 Mar 2026
27 Feb 2026
24 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. | 1 | L.S | 54,79,715.87 | ₹54,79,715.87 |
| 2 | 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 | 12,405.23 | Cum | 52.9 | ₹6,56,236.77 |
| 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.(For Super Elevation) | 3,779.75 | Cum | 120.7 | ₹4,56,215.58 |
| 4 | 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) | 1,579.89 | Cum | 1,538.7 | ₹24,30,970.59 |
| 5 | 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 (For Patrie filling) | 3,982.07 | Cum | 63.9 | ₹2,54,454.21 |
| 6 | 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 | 64,487.5 | Sqm | 2.5 | ₹1,61,218.75 |
| 7 | 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 | 6,363.25 | Cum | 1,486.1 | ₹94,56,425.83 |
| 8 | WBM Grading 2
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.By Mechanical Means | 3,557.57 | Cum | 2,268.3 | ₹80,69,636.03 |
| 9 | WBM Grading 3
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 3 as per Technical Specification Clause 405. By Mechanical Means | 3,557.57 | Cum | 2,295.8 | ₹81,67,476.09 |
| 10 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical
Specification Clause 502 | 47,434.31 | Sqm | 43 | ₹20,39,675.2 |
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