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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹694.23Accepted-AOC | ₹694.23 Quoted ₹6.9 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹7.1 Cr+₹13.3 L (1.91%)Rejected-Finance | ₹7.1 Cr+₹13.3 L (1.91%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | Birendra Singh Bisht L2 | Hemant Singh Negi 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. | 16,86,636.81 ₹19,90,231.44 | 16,52,904.07 ₹19,50,426.8 Lowest |
| 3.00 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | 539.56 | cum | 68.5 ₹43,612.63 | 67.13 ₹42,740.38 Lowest |
| 4.00 | 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) | 2,525.5 | cum | 63.8 ₹1,90,129.74 | 62.52 ₹1,86,315.23 Lowest |
| 5.00 | 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. [For making Superelevation] | 2,105.38 | cum | 120.7 ₹2,99,860.86 | 118.29 ₹2,93,873.57 Lowest |
| 6.00 | 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 | 1,613.1 | cum | 413.3 ₹7,86,699.19 | 405.03 ₹7,70,957.59 Lowest |
| 7.00 | 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) | 1,747.87 | cum | 4,440.8 ₹91,59,090.5 | 4,351.98 ₹89,75,900.43 Lowest |
| 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) | 2,510.63 | cum | 2,358.9 ₹69,88,343.63 | 2,311.72 ₹68,48,570.83 Lowest |
| 9.00 | Hand Packed stone filling in back of wallls including cost of all materials,
royality, T&P etc. complete as per direction of Engineer-in- charge. (As
per PWD Uttarakhand specifications) | 1,046.82 | cum | 1,055 ₹13,03,186.22 | 1,033.9 ₹12,77,122.5 Lowest |
| 10.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.755 | 546.75 | Rmt | 174.9 ₹1,12,839.36 | 171.4 ₹1,10,581.28 Lowest |
Tender Value
₹7.9 Cr
EMD Value
₹15.8 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
UT084442, L058-Pilkhera-Sagwada-Ira Motor Road Stage-I and II, Length - 5.000 km
2026_CCUK_146788_1
UT084442
National Competitive Bid
Civil Works - Roads
Item Rate
450 days
Ekeshwar
Please Refer Technical Bid
3 documents required · 3 mandatory
₹5,900
₹15.8 L
Srinagar Garhwal
15 Sept 2026
26 Feb 2026
17 Mar 2026
26 Feb 2026
17 Mar 2026
5 Mar 2026
28 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. | 16,86,636.81 | ₹16,86,636.81 |
| 3 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | 539.56 | cum | 68.5 | ₹36,959.86 |
| 4 | 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) | 2,525.5 | cum | 63.8 | ₹1,61,126.9 |
| 5 | 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 making Superelevation] | 2,105.38 | cum | 120.7 | ₹2,54,119.37 |
| 6 | 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 | 1,613.1 | cum | 413.3 | ₹6,66,694.23 |
| 7 | 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) | 1,747.87 | cum | 4,440.8 | ₹77,61,941.1 |
| 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) | 2,510.63 | cum | 2,358.9 | ₹59,22,325.11 |
| 9 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. | 1,046.82 | cum | 1,055 | ₹11,04,395.1 |
| 10 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.755 | 546.75 | Rmt | 174.9 | ₹95,626.58 |
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