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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹772.22Accepted-AOC | ₹772.22 Quoted ₹7.7 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹8.0 Cr+₹28.1 L (3.64%)Rejected-Finance | ₹8.0 Cr+₹28.1 L (3.64%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/S JAI CHANDRABADNI CONSTRUCTION L1 | M/S LAKSHYA CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 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 | LS | 27,24,406 ₹32,14,799.08 Lowest | 45,00,000 ₹53,10,000 |
| 3.00DUMPING ZONE | |||||
| 4.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) 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 as per drawing and technical specifications Clause 1301 | 556.89 | Cum | 2,533 ₹16,64,510.8 Lowest | 3,500 ₹22,99,955.7 |
| 5.00PROTECTION WORK | |||||
| 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 | 1,807.36 | Cum | 419 ₹8,93,594.93 Lowest | 419.7 ₹8,95,087.81 |
| 7.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 2,949.17 | Cum | 2,383 ₹82,92,889.09 Lowest | 2,383.2 ₹82,93,585.09 |
| 8.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 1,216.68 | Cum | 4,578 ₹65,72,554.03 Lowest | 4,578.3 ₹65,72,984.73 |
| 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) | 375.58 | Cum | 1,063 ₹4,71,105.02 Lowest | 1,063.3 ₹4,71,237.97 |
| 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). | 207 | Nos | 8,860 ₹21,64,143.6 Lowest | 8,860.4 ₹21,64,241.3 |
Tender Value
₹8.1 Cr
EMD Value
₹16.3 L
Closing Date
27 Feb 2026, 1:00 pmClosed
CE, URRDA
Uttarakhand Rural Roads Development Agency, First Floor, Directorate of Panchayati Raj, Opp-IT Park, Sahashtradhara Road, Dehradun
L030 Nawakot-Jogiyana to Titriya Tipri Stage I and II
2026_CCUK_146659_1
UT114703
National Competitive Bid
Civil Works - Roads
Item Rate
547 days
TEHRI GARHWAL
REFER TENDER
3 documents required · 3 mandatory
₹5,900
₹16.3 L
Mussoorie
9 Jul 2026
9 Feb 2026
27 Feb 2026
9 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. | - | LS | 27,24,406.36 | - |
| 3 | DUMPING ZONE | - | - | - | - |
| 4 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) 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 as per drawing and technical specifications Clause 1301 | 1 | Cum | 2,533.3 | ₹2,530.77 |
| 5 | PROTECTION WORK | - | - | - | - |
| 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 | 1 | ₹1 |
| 7 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | - | Cum | 2,383.2 | - |
| 8 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | - | Cum | - | - |
| 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) | 1 | Cum | 1,063.3 | ₹1,062.24 |
| 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 | 8,860.4 | - |
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