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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 CrAccepted-Finance GRAM SANGOO PO HADETKHAL DISTRICT RUDRAPRAYAG | RUDRA PRAYAG | UTTARAKHAND | 246141 | ₹7.8 Cr | L1 | Accepted-Finance BID IS RESPONSIVE |
| 2 | L2₹7.9 Cr+₹4.3 L (0.54%)Rejected-Finance | ₹7.9 Cr+₹4.3 L (0.54%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | Rejected-Technical 5 A WEST REST CAMP DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Rejected-Technical Bid is Not Responsive |
| 4 | Rejected-Technical HOTEL VIJAY PALACE KEDARNATH ROAD TILWARA RUDRAPRAYAG | TILWARA | RUDRAPRAYAG | UTTARAKHAND | - | - | Rejected-Technical Bid is Not Responsive |
| Sl No | Description | Qty | Unit | S.M. Rana Construction Private Limited L2 | NLP CONSTRUCTION PRIVATE LIMITED 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 | 15,46,061.74 ₹18,24,352.85 | 15,37,208.7 ₹18,13,906.27 Lowest |
| 3.00 | 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 | 4,968.57 | Cum | 52.92 ₹3,10,265.33 | 52.62 ₹3,08,506.46 Lowest |
| 4.00 | Clearance of land slides in soil and ordinary rock by a bull-dozer D cu.m 80 A-12, 180 HP and disposal of the same on the valley side | 840.78 | Cum | 68.58 ₹68,039.61 | 68.19 ₹67,652.69 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 clause 300.2 with lead uptp 1000 m as per technical specification clause 303.1 | 1,442.58 | Cum | 119.87 ₹2,04,048.03 | 119.18 ₹2,02,873.48 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( for Super Elevation) | 735.04 | Cum | 63.1 ₹54,729.6 | 62.74 ₹54,417.36 Lowest |
| 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. | 1,032.4 | Cum | 1,569.55 ₹19,12,076.04 | 1,560.57 ₹19,01,136.31 Lowest |
| 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. | 2,122.11 | Cum | 433.95 ₹10,86,649.76 | 431.47 ₹10,80,439.62 Lowest |
| 9.00 | 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. For CD Work (by mechanical means) | 3,500.4 | Cum | 233.5 ₹9,64,465.21 | 232.16 ₹9,58,930.38 Lowest |
| 10.00 | 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. | 1,953.28 | Cum | 4,662.68 ₹1,07,46,873.12 | 4,635.98 ₹1,06,85,333.07 Lowest |
Tender Value
₹8.3 Cr
EMD Value
₹16.6 L
Closing Date
24 Mar 2026, 1:00 pmClosed
CE URRDA
Chief Engineer URRDA dehradun
UT104658 L032 Tilwara Saurakhal MR km 8 to Andriya Dang MR stage I and II
2026_CCUK_146832_1
UT104658
National Competitive Bid
Civil Works - Roads
Item Rate
365 days
Jakholi
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹16.6 L
PMGSY Circle Gopeshwar H.Q Gauchar
19 Sept 2026
26 Feb 2026
24 Mar 2026
26 Feb 2026
24 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 | 16,09,642.62 | - |
| 3 | 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 | 55.1 | ₹55.04 |
| 4 | Clearance of land slides in soil and ordinary rock by a bull-dozer D cu.m 80 A-12, 180 HP and disposal of the same on the valley side | 1 | Cum | 71.4 | ₹71.33 |
| 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 clause 300.2 with lead uptp 1000 m as per technical specification clause 303.1 | 1 | Cum | 124.8 | ₹124.68 |
| 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) | 1 | Cum | 65.7 | ₹65.63 |
| 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. | - | Cum | 451.8 | - |
| 9 | 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. For CD Work (by mechanical means) | - | Cum | 243.1 | - |
| 10 | 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. | 1 | Cum | 4,854.43 | ₹4,849.58 |
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