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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹514.11Accepted-AOC 07 PRIYALOK COLONY PHASE 01 GMS ROAD DEHRADUN UTTARAKHAND | ₹514.11 Quoted ₹5.1 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹5.2 Cr+₹9.7 L (1.88%)Rejected-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹5.2 Cr+₹9.7 L (1.88%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | L3₹5.6 Cr+₹48.1 L (9.35%)Rejected-Finance | ₹5.6 Cr+₹48.1 L (9.35%) | L3 | Rejected-Finance BID IS NON RESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | M/S DALIP SINGH ADHIKARI L2 | KBM Infrabuild Private Limited L1 | M/s Umashankar Singh Rawat 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 | 12,73,798.27 ₹15,03,081.96 | 12,42,821.83 ₹14,66,529.76 Lowest | 13,73,704.01 ₹16,20,970.73 |
| 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 | 1,269.04 | Cum | 53.96 ₹80,803.33 | 52.9 ₹79,216.02 Lowest | 58.19 ₹87,137.62 |
| 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) | 761.24 | Cum | 123.11 ₹1,10,585.19 | 120.7 ₹1,08,420.37 Lowest | 132.77 ₹1,19,262.4 |
| 4.00 | 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 Patri filling) | 1,324.4 | Cum | 65.08 ₹1,01,706.5 | 63.8 ₹99,706.13 Lowest | 70.18 ₹1,09,676.74 |
| 5.00 | 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 | 21,190.4 | Sqm | 2.55 ₹63,761.91 | 2.5 ₹62,511.68 Lowest | 2.75 ₹68,762.85 |
| 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 Engineerin- charge. (As per PWD Uttarakhand specifications) | 566.75 | Cum | 1,562.54 ₹10,44,972.07 | 1,531.9 ₹10,24,481.11 Lowest | 1,685.09 ₹11,26,929.22 |
| 7.00 | 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. For Protection work. | 1,518.99 | Cum | 421.57 ₹7,55,625.52 | 413.3 ₹7,40,802.31 Lowest | 454.63 ₹8,14,882.54 |
| 8.00 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 1,872.62 | Cum | 2,406.08 ₹53,16,694.77 | 2,358.9 ₹52,12,441.52 Lowest | 2,594.79 ₹57,33,685.67 |
| 9.00 | 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 royaltiies etc.(As per PWD Uttarakhand specifications) | 619.23 | Cum | 4,858.97 ₹35,50,407.59 | 4,763.7 ₹34,80,794.62 Lowest | 5,240.07 ₹38,28,874.09 |
| 10.00 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. | 692.72 | Cum | 1,076.1 ₹8,79,614.47 | 1,055 ₹8,62,367.13 Lowest | 1,160.5 ₹9,48,603.84 |
Tender Value
₹5.9 Cr
EMD Value
₹11.8 L
Closing Date
17 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
UT084411, L094- Maithanaghat to Khitothiya MR Stage -1 and II, Length- 3.910km.
2026_CCUK_146795_1
UT084411
National Competitive Bid
Civil Works - Roads
Item Rate
360 days
Bironkhal
Please Refer Technical Bid
3 documents required · 3 mandatory
₹5,900
₹11.8 L
Srinagar Garhwal
10 Jul 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 | 12,48,821.83 | - |
| 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 | 1 | Cum | 52.9 | ₹52.85 |
| 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) | - | Cum | 120.7 | - |
| 4 | 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 Patri filling) | - | Cum | 63.8 | - |
| 5 | 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 | - | Sqm | 2.5 | - |
| 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 Engineerin- charge. (As per PWD Uttarakhand specifications) | - | Cum | 1,531.9 | - |
| 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. For Protection work. | - | Cum | 413.3 | - |
| 8 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 1 | Cum | 2,358.9 | ₹2,356.54 |
| 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 royaltiies etc.(As per PWD Uttarakhand specifications) | - | Cum | 4,763.7 | - |
| 10 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. | - | Cum | 1,055 | - |
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