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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1,164.56Accepted-AOC | ₹1,164.56 Quoted ₹11.6 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹11.9 CrRejected-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹11.9 Cr | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | Rejected-Technical | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/S DALIP SINGH ADHIKARI L2 | KRV AND ASSOCIATES 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 | 70,00,000 ₹82,60,000 | 60,00,000 ₹70,80,000 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 | 7,930.96 | Cum | 52.9 ₹4,95,066.38 | 52 ₹4,86,643.71 Lowest |
| 4.00 | 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. | 4,956.85 | Cum | 68.4 ₹4,00,077.28 | 67.37 ₹3,94,052.72 Lowest |
| 5.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally)including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each (crate size 3.00m * 1.50m* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. (dumping zone) | 787.5 | Cum | 2,373 ₹22,05,110.25 | 2,337.17 ₹21,71,815.23 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 | 3,934.31 | Cum | 404.6 ₹18,78,349.76 | 398.5 ₹18,50,030.6 Lowest |
| 7.00 | 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) | 5,103.31 | Cum | 2,232.6 ₹1,34,44,506.89 | 2,198.9 ₹1,32,41,568.66 Lowest |
| 8.00 | 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) | 3,059.81 | Cum | 4,372.4 ₹1,57,86,881.62 | 4,306.38 ₹1,55,48,511.42 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) | 1,793.7 | Cum | 1,043.9 ₹22,09,483.25 | 1,028.15 ₹21,76,147.34 Lowest |
| 10.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 305 | Nos | 8,337.1 ₹30,00,522.29 | 8,211.2 ₹29,55,210.88 Lowest |
Tender Value
₹12.0 Cr
EMD Value
₹24.0 L
Closing Date
27 Feb 2026, 1:00 pmClosed
CE URRDA
URRDA, Ist Floor, Directorate Panchayati Raj, Opposite IT Park, Shastradhara Road, Dehradun, Uttarakhand
UT-11-4681 NAICHOLI BHANSO MR KM 6 TO PAYAAL GAON M/R
2026_CCUK_146674_1
UT114681
National Competitive Bid
Civil Works - Roads
Item Rate
450 days
Tehri
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹24.0 L
SE MUSSOORIE
21 Aug 2026
11 Feb 2026
27 Feb 2026
11 Feb 2026
27 Feb 2026
17 Feb 2026
13 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. | - | L.S | 60,91,121.54 | - |
| 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 | - | Cum | 52.9 | - |
| 4 | 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. | - | Cum | 68.4 | - |
| 5 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally)including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each (crate size 3.00m * 1.50m* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. (dumping zone) | - | Cum | 2,373 | - |
| 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 | Cum | 404.6 | ₹404.2 |
| 7 | 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) | - | Cum | 2,232.6 | - |
| 8 | 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 | Cum | 4,372.4 | ₹4,368.03 |
| 9 | 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) | - | Cum | 1,043.9 | - |
| 10 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | - | Nos | 8,337.1 | - |
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