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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹729.43Accepted-AOC | ₹729.43 Quoted ₹7.3 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | Rejected-Technical | - | - | Rejected-Technical Bid is Not Responsive |
| Sl No | Description | Qty | Unit | JAY PRAKASH L1 |
|---|---|---|---|---|
| 1.00HILL SIDE CUTTING | ||||
| 2.00 | Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. | 1 | L.S Job | 17,70,943 ₹20,89,712.74 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 | 924.41 | cum | 68 ₹74,174.66 Lowest |
| 4.00Subgrade And Patri Fiilling | ||||
| 5.00 | 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.
( PATRI FILLING) | 1,676.71 | cum | 119 ₹2,35,443.62 Lowest |
| 6.00 | 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( SUPER ELEVATION) | 792.13 | cum | 63 ₹58,886.94 Lowest |
| 7.00 | 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) | 1,286.94 | cum | 1,565 ₹23,76,592.1 Lowest |
| 8.00Protection work | ||||
| 9.00 | 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 | 2,398.86 | cum | 430 ₹12,17,181.56 Lowest |
| 10.00 | Stone masonry in cement mortar for substructure completeas per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 1,666.03 | cum | 4,568 ₹89,80,301.55 Lowest |
Tender Value
₹7.5 Cr
EMD Value
₹15.0 L
Closing Date
20 Jun 2026, 1:00 pmClosed
CE URRDA
CE URRDA Near IT Park Sahtradhara Road Dehradun
Khankara to Molkhakhal MR Km 17 to Kamoldi MR Stage-I and II
2026_CCUK_148219_1
UT104646
National Competitive Bid
Civil Works - Roads
Item Rate
450 days
Rudraprayag
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹15.0 L
SE PMGSY Gopeshewar HQ Gauchar
21 Aug 2026
10 Jun 2026
20 Jun 2026
10 Jun 2026
20 Jun 2026
12 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | HILL SIDE CUTTING | - | - | - | - |
| 2 | Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. | - | L.S Job | 18,11,707.97 | - |
| 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 | 1 | cum | 68.9 | ₹68.83 |
| 4 | Subgrade And Patri Fiilling | - | - | - | - |
| 5 | 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.
( PATRI FILLING) | - | cum | 121 | - |
| 6 | 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( SUPER ELEVATION) | 1 | cum | 64 | ₹63.94 |
| 7 | 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 | 1,599 | - |
| 8 | Protection work | - | - | - | - |
| 9 | 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 | - | cum | 438.6 | - |
| 10 | Stone masonry in cement mortar for substructure completeas per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 1 | cum | 4,673.14 | ₹4,668.47 |
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