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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2,087.10Accepted-AOC 12 SADAR BAZAR CHAKRATA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹2,087.10 Quoted ₹20.9 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹21.1 Cr+₹19.7 L (0.95%)Rejected-Finance | ₹21.1 Cr+₹19.7 L (0.95%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | DINESH PRASAD DANGWAL L2 | Amit Joshi L1 |
|---|---|---|---|---|---|
| 0.00Laying and Jointing PVC Pipe. Heading | |||||
| 1.00 | Excavation in Hill Side Cutting for Construction 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 as per Drawings by mechanical means or manual means without otherwise damaging the Forest, Forest Land, Utilities, Private and Public Properties, completion of the work. | 1 | LUM SUM | 81,00,000 ₹95,58,000 Lowest | 81,16,000 ₹95,76,880 |
| 2.00 | Removal of land slides (Slip clearance) in all type of soil and rock by mechanical means/ manual means and disposal of safe side only in after completion of hill side cutting as per road design as directed by Engineer-in-charge and MORD specifications , Clause 1611 . (Slip clearence considered only those reaches where the Hill side cutting has been completed and handed over to Engineer -In- Charge ) | 3,498.79 | Cum | 71 ₹2,93,128.63 | 70 ₹2,89,000.05 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. | 3,937.51 | Cum | 420 ₹19,51,429.96 Lowest | 460 ₹21,37,280.43 |
| 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. | 7,143.1 | Cum | 200 ₹16,85,771.6 Lowest | 230 ₹19,38,637.34 |
| 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. | 3,964.61 | Cum | 4,830 ₹2,25,95,898.23 | 4,750 ₹2,22,21,639.05 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.. | 4,199.85 | Cum | 2,389 ₹1,18,39,461.15 | 2,350 ₹1,16,46,184.05 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) | 2,415.91 | Cum | 1,100 ₹31,35,851.18 Lowest | 1,115 ₹31,78,612.79 |
| 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 | 751.34 | Cum | 4,950 ₹43,88,576.94 | 4,900 ₹43,44,247.88 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) | 620 | Nos. | 8,700 ₹63,64,920 Lowest | 8,700 ₹63,64,920 Lowest |
Tender Value
₹21.5 Cr
EMD Value
₹43.3 L
Closing Date
27 Feb 2026, 1:00 pmClosed
C.E. U.R.R.D.A.
1st Floor Directed of Panchayati Raj
UT134811 Construction of Gamri Maijani Motor Road Km. 5 ti Kiroli Motor Road
2026_CCUK_146549_1
UT134811
National Competitive Bid
Civil Works - Roads
Item Rate
540 days
Purola
Please Refer Technical Bid
3 documents required · 3 mandatory
₹5,900
₹43.3 L
Mussoorie
25 Jul 2026
7 Feb 2026
27 Feb 2026
7 Feb 2026
27 Feb 2026
17 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | Laying and Jointing PVC Pipe. Heading | - | - | - | - |
| 1 | Excavation in Hill Side Cutting for Construction 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 as per Drawings by mechanical means or manual means without otherwise damaging the Forest, Forest Land, Utilities, Private and Public Properties, completion of the work. | - | LUM SUM | 85,39,003.67 | - |
| 2 | Removal of land slides (Slip clearance) in all type of soil and rock by mechanical means/ manual means and disposal of safe side only in after completion of hill side cutting as per road design as directed by Engineer-in-charge and MORD specifications , Clause 1611 . (Slip clearence considered only those reaches where the Hill side cutting has been completed and handed over to Engineer -In- Charge ) | 1 | Cum | 71.6 | ₹71.53 |
| 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 | 465.1 | - |
| 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. | - | Cum | 230.4 | - |
| 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. | - | Cum | 4,907.74 | - |
| 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 | 2,463 | - |
| 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 | 1,121.5 | ₹1,120.38 |
| 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 | 5,033.5 | - |
| 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. | 8,979.8 | - |
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