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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| 5 | Rejected-Technical | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | Nagendra Singh Panwar L3 | MS UPENDRA SINGH RANA L2 | Uttara Structures Infra Consultancy Private Limited L1 |
|---|---|---|---|---|---|---|
| 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. | 1 | Job | 11,90,794.92 ₹14,05,138.01 | 11,82,039.08 ₹13,94,806.11 | 11,69,530.73 ₹13,80,046.26 Lowest |
| 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. | 491.23 | Cum | 441.82 ₹2,56,101.58 | 438.57 ₹2,54,217.71 | 433.93 ₹2,51,528.13 Lowest |
| 4.00 | Excavation for Structures By Mechanical Means:- Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge. | 706.77 | Cum. | 213.91 ₹1,78,398.5 | 212.34 ₹1,77,089.14 | 210.09 ₹1,75,212.67 Lowest |
| 5.00 | 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. | 487.2 | Cum | 4,489.23 ₹25,80,840.37 | 4,456.22 ₹25,61,863.05 | 4,409.07 ₹25,34,756.7 Lowest |
| 6.00 | 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.. | 700.35 | Cum | 2,286.42 ₹18,89,527.21 | 2,269.61 ₹18,75,635.21 | 2,245.59 ₹18,55,784.77 Lowest |
| 7.00 | HP stone filling:- Hand Packed stone fillingin back of wallls including cost of all materials, royality,T&Petc.complete as per direction of Engineer-in-charge. (Asper PWD Uttarakhand specifications) | 262.31 | Cum | 1,066.53 ₹3,30,124.85 | 1,058.68 ₹3,27,695.02 | 1,047.48 ₹3,24,228.27 Lowest |
| 8.00 | 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 | 73.56 | Cum. | 4,569.98 ₹3,96,677.92 | 4,536.38 ₹3,93,761.41 | 4,488.37 ₹3,89,594.11 Lowest |
| 9.00 | 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) | 87 | Nos. | 8,376.36 ₹8,59,917.12 | 8,314.77 ₹8,53,594.29 | 8,226.78 ₹8,44,561.23 Lowest |
| 10.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 141.75 | Rmt | 193.73 ₹32,404.25 | 192.31 ₹32,166.73 | 190.27 ₹31,825.51 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹5.3 L
Closing Date
18 Jul 2026, 1:00 pmClosed
CE URRDA
Uttarakhand Rural Roads Development Agency, First Floor, Directorate of Panchayati Raj, Opp-IT Park, Sahashtradhara Road, Dehradun- 248001
UT134787 L021 NH34 to Aungee MR Stage-I and II
2026_CCUK_148579_1
NIT347
National Competitive Bid
Civil Works - Roads
Item Rate
365 days
Bhatwari
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
₹5.3 L
CIRCLE MUSSOORIE
19 Aug 2026
4 Jul 2026
18 Jul 2026
4 Jul 2026
18 Jul 2026
9 Jul 2026
9 Jul 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. | - | Job | 12,50,835 | - |
| 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 | 464.1 | - |
| 4 | Excavation for Structures By Mechanical Means:- Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge. | 1 | Cum. | 224.7 | ₹224.48 |
| 5 | 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. | 1 | Cum | 1 | ₹1 |
| 6 | 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 | 2,401.7 | - |
| 7 | HP stone filling:- Hand Packed stone fillingin back of wallls including cost of all materials, royality,T&Petc.complete as per direction of Engineer-in-charge. (Asper PWD Uttarakhand specifications) | 1 | Cum | 1,120.3 | ₹1,119.18 |
| 8 | 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. | 4,800.4 | - |
| 9 | 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. | - | - |
| 10 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | - | Rmt | 203.5 | - |
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