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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1,588.80Accepted-AOC | ₹1,588.80 Quoted ₹15.9 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹16.0 CrRejected-Finance 12 SADAR BAZAR CHAKRATA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹16.0 Cr | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | Rejected-Technical | - | - | Rejected-Technical Nonresposive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Nonresposive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Nonresposive |
| Sl No | Description | Qty | Unit | DINESH PRASAD DANGWAL L1 | Amit Joshi L2 |
|---|---|---|---|---|---|
| 1.00HILL SIDE CUTTING | |||||
| 2.00 | Earth work in hill road (hill side cutting/ filling):- Earth work in Hill Road (Hill side cutting): Excavation in hilly area for Construction of road in all types of Soils, Rocks and E&B ect. As met at site, true to lines as per Pland, 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 Lifts & Leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawings by mechanical means/manual means without otherwise damaging the Forest, Forest Land, Utilities, Private and Public Properties, including Slip clearance till the completion of the work.Including existing Slip Clearance on Motor Road. | 1 | L.S | 70,00,000 ₹82,60,000 Lowest | 75,46,109.38 ₹89,04,409.07 |
| 3.00 | Excavation for Structures:- Excavation in foundation for cross drainage structures, Retaining walls, brest walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer - in - Charge also including supply of all materials, labour, T&P etc required for proper completion of work. | 3,803.25 | Cum | 438 ₹19,65,671.73 Lowest | 438.6 ₹19,68,364.43 |
| 4.00 | Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604. | 3,422.76 | Cum | 4,500 ₹1,81,74,855.6 Lowest | 4,517.6 ₹1,82,45,939.48 |
| 5.00 | Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.. | 7,068.05 | Cum | 2,260 ₹1,88,49,075.74 Lowest | 2,302.6 ₹1,92,04,372.48 |
| 6.00 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. | 2,217.47 | Cum | 1,085 ₹28,39,026.84 Lowest | 1,087.5 ₹28,45,568.38 |
| 7.00 | 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) | 411 | Nos. | 8,550 ₹41,46,579 Lowest | 8,574.2 ₹41,58,315.52 |
| 8.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG | 1,788.75 | Cum | 2,015 ₹42,53,110.88 Lowest | 2,017.8 ₹42,59,020.91 |
| 9.00 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 813.45 | Cum | 3,950 ₹37,91,490.45 Lowest | 3,990.9 ₹38,30,749.18 |
| 10.00 | Construction of unlined surface drains (trapezoidal) of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | 10,100.1 | R/M | 105 ₹12,51,402.39 Lowest | 109.7 ₹13,07,417.54 |
Tender Value
₹14.4 Cr
EMD Value
₹5,900
Closing Date
27 Feb 2026, 1:00 pmClosed
CE URRDA
Ist Floor, Directorate panchayati raj opposite IT Park, Sahstradhara Road, Dehradun
UT114712 Mason Bend to Jaidwar
2026_CCUK_146634_1
UT114712
National Competitive Bid
Civil Works - Roads
Item Rate
540 days
Tehri
Please refer tender document
3 documents required · 3 mandatory
₹32.2 L
₹5,900
mussoorie
21 Aug 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/ filling):- Earth work in Hill Road (Hill side cutting): Excavation in hilly area for Construction of road in all types of Soils, Rocks and E&B ect. As met at site, true to lines as per Pland, 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 Lifts & Leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawings by mechanical means/manual means without otherwise damaging the Forest, Forest Land, Utilities, Private and Public Properties, including Slip clearance till the completion of the work.Including existing Slip Clearance on Motor Road. | - | L.S | 75,46,109.38 | - |
| 3 | Excavation for Structures:- Excavation in foundation for cross drainage structures, Retaining walls, brest walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer - in - Charge also including supply of all materials, labour, T&P etc required for proper completion of work. | - | Cum | 438.6 | - |
| 4 | Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604. | - | Cum | 4,517.6 | - |
| 5 | Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.. | - | Cum | 2,302.6 | - |
| 6 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. | 1 | Cum | 1,087.5 | ₹1,086.41 |
| 7 | 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. | 8,574.2 | - |
| 8 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG | - | Cum | 2,017.8 | - |
| 9 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | - | Cum | 3,990.9 | - |
| 10 | Construction of unlined surface drains (trapezoidal) of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | - | R/M | 109.7 | - |
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