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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1,391.98Accepted-AOC | ₹1,391.98 Quoted ₹13.9 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹14.7 Cr+₹80.1 L (5.75%)Rejected-Finance | ₹14.7 Cr+₹80.1 L (5.75%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | L3₹14.7 Cr+₹80.1 L (5.75%)Rejected-Finance | ₹14.7 Cr+₹80.1 L (5.75%) | L3 | Rejected-Finance BID IS NON RESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bid is Not Responsive |
| Sl No | Description | Qty | Unit | Birendra Singh Bisht L2 | Bharat Bhushan Bhatt L1 | M/s Umashankar Singh Rawat L2 |
|---|---|---|---|---|---|---|
| 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 | 75,56,575.01 ₹89,16,758.51 | 71,22,071.95 ₹84,04,044.9 Lowest | 75,56,575.01 ₹89,16,758.51 |
| 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 | 2,997.79 | CUM | 71.4 ₹2,52,569.81 | 67.29 ₹2,38,031.12 Lowest | 71.4 ₹2,52,569.81 |
| 4.00 | 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 | 11,271.34 | CUM | 55.1 ₹7,32,839.98 | 51.93 ₹6,90,678.41 Lowest | 55.1 ₹7,32,839.98 |
| 5.00 | Construction of Subgrade and Earthen shoulders with approved materials 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) | 2,576.01 | CUM | 124.8 ₹3,79,353.54 | 117.62 ₹3,57,528.55 Lowest | 124.8 ₹3,79,353.54 |
| 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( for Super Elevation) | 5,950.5 | CUM | 65.7 ₹4,61,318.46 | 61.92 ₹4,34,776.85 Lowest | 65.7 ₹4,61,318.46 |
| 7.00 | Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge. | 1,945.68 | CUM | 1,634.1 ₹37,51,734.11 | 1,540.14 ₹35,36,011.13 Lowest | 1,634.1 ₹37,51,734.11 |
| 8.00 | Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.(By Manual Means) | 4,711.55 | CUM | 451.8 ₹25,11,840.38 | 425.82 ₹23,67,401.22 Lowest | 451.8 ₹25,11,840.38 |
| 9.00 | Random Rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge. | 4,537.68 | CUM | 4,854.43 ₹2,59,92,862.91 | 4,575.3 ₹2,44,98,271.81 Lowest | 4,854.43 ₹2,59,92,862.91 |
| 10.00 | Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. | 6,038.94 | CUM | 2,419.7 ₹1,72,42,659.28 | 2,280.57 ₹1,62,51,225.97 Lowest | 2,419.7 ₹1,72,42,659.28 |
Tender Value
₹14.9 Cr
EMD Value
₹29.9 L
Closing Date
17 Mar 2026, 1:00 pmClosed
CE URRDA
Chief Engineer URRDA dehradun
UT104652 L021 Kutmana Pul to Uchhana MR stage I and II
2026_CCUK_146827_1
UT104652
National Competitive Bid
Civil Works - Roads
Item Rate
450 days
Jakholi
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹29.9 L
PMGSY Circle Gopeshwar H.Q Gauchar
6 Aug 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/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 | 75,56,575.01 | - |
| 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 | 71.4 | ₹71.33 |
| 4 | 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 | - | CUM | 55.1 | - |
| 5 | Construction of Subgrade and Earthen shoulders with approved materials 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 | 124.8 | - |
| 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( for Super Elevation) | - | CUM | 65.7 | - |
| 7 | Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge. | - | CUM | 1,634.1 | - |
| 8 | Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.(By Manual Means) | - | CUM | 451.8 | - |
| 9 | Random Rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge. | - | CUM | 4,854.43 | - |
| 10 | Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. | 1 | CUM | 2,419.7 | ₹2,417.28 |
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