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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹57.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹62.4 L+₹4.7 L (8.20%)Admitted-Fee/PreQual/Technical/Finance | ₹62.4 L+₹4.7 L (8.20%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹70.5 L+₹12.8 L (22.1%)Admitted-Fee/PreQual/Technical/Finance | ₹70.5 L+₹12.8 L (22.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹82.3 L+₹24.6 L (42.7%)Admitted-Fee/PreQual/Technical/Finance | ₹82.3 L+₹24.6 L (42.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VINOD SINGH L1 | PAWAN SINGH CHAUHAN CONTRACTOR L4 | lakshman singh L3 | DEEPAK SINGH L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Slip clearance (by manual means) of earth and boulders including disposal as directed by the engineer - in - charge (TRACK BHAKRI TO BANAI) | 4,338.78 | cum | 219.31 ₹9,51,537.84 | 313 ₹13,58,038.14 | 266 ₹11,54,115.48 | 216 ₹9,37,176.48 Lowest |
| 2.00 | 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 (TRACK BHAKRI TO BANAI) | 176.58 | cum | 1,923.25 ₹3,39,607.49 Lowest | 2,747 ₹4,85,065.26 | 2,335 ₹4,12,314.3 | 2,077 ₹3,66,756.66 |
| 3.00 | DRY RUBBLE FLOORING (TRACK BHAKRI TO BANAI) | 547.17 | cum | 1,733.27 ₹9,48,393.35 Lowest | 2,476 ₹13,54,792.92 | 2,104 ₹11,51,245.68 | 2,168 ₹11,86,264.56 |
| 4.00 | Slip clearance (by manual means) of earth and boulders including disposal as directed by the engineer - in - charge (track rout from Urvarishi To Bansinarayan.) | 4,246.78 | cum | 219.31 ₹9,31,361.32 | 313 ₹13,29,242.14 | 266 ₹11,29,643.48 | 211 ₹8,96,070.58 Lowest |
| 5.00 | 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 (track rout from Urvarishi To Bansinarayan.) | 196.65 | cum | 1,923.25 ₹3,78,207.11 Lowest | 2,747 ₹5,40,197.55 | 2,335 ₹4,59,177.75 | 2,094.5 ₹4,11,883.43 |
| 6.00 | DRY RUBBLE FLOORING (track rout from Urvarishi To Bansinarayan.) | 491.37 | cum | 1,733.27 ₹8,51,676.88 Lowest | 2,476 ₹12,16,632.12 | 2,200 ₹10,81,014 | 2,092.5 ₹10,28,191.73 |
| 7.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil (RAIN SHELTER 06 NOS ) | 195.96 | cum | 144.54 ₹28,324.06 | 206 ₹40,367.76 | 175 ₹34,293 | 121 ₹23,711.16 Lowest |
| 8.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock | 98.04 | cum | 280 ₹27,451.2 Lowest | 400 ₹39,216 | 340 ₹33,333.6 | 282 ₹27,647.28 |
| 9.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. All kinds of soil. | 5.64 | cum | 200.5 ₹1,130.82 Lowest | 286 ₹1,613.04 | 243 ₹1,370.52 | 210 ₹1,184.4 |
| 10.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock | 2.46 | cum | 356.16 ₹876.15 Lowest | 508 ₹1,249.68 | 432 ₹1,062.72 | 374 ₹920.04 |
Tender Value
₹97.3 L
EMD Value
₹2.2 L
Closing Date
2 May 2026, 12:00 pmClosed
EE RWD CHAMOLI GOPESHWAR
EE RWD CHAMOLI GOPESHWAR
FOR TOURISM DEVELOPMENT WORKS IN URGAM VALLEY, REPAIR OF BHARKI TO BHANAI TRACK ROUTE AND URVARSHI VANSHINARAYAN TRACK ROUTE AND RAIN SHELTER WORK ON THE TRACK ROUTE (V.K. JYOTIRMATH)
2026_RES_94258_2
53/RWD/10-04-2026
Open Tender
Civil Works
Item Rate
365 days
GOPESHWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE RWD CHAMOLI
₹2.2 L
7 May 2026
17 Apr 2026
2 May 2026
17 Apr 2026
2 May 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Slip clearance (by manual means) of earth and boulders including disposal as directed by the engineer - in - charge (TRACK BHAKRI TO BANAI) | - | cum | - | - |
| 2 | 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 (TRACK BHAKRI TO BANAI) | - | cum | - | - |
| 3 | DRY RUBBLE FLOORING (TRACK BHAKRI TO BANAI) | - | cum | - | - |
| 4 | Slip clearance (by manual means) of earth and boulders including disposal as directed by the engineer - in - charge (track rout from Urvarishi To Bansinarayan.) | - | cum | - | - |
| 5 | 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 (track rout from Urvarishi To Bansinarayan.) | - | cum | - | - |
| 6 | DRY RUBBLE FLOORING (track rout from Urvarishi To Bansinarayan.) | - | cum | - | - |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil (RAIN SHELTER 06 NOS ) | - | cum | - | - |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock | - | cum | - | - |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. All kinds of soil. | - | cum | - | - |
| 10 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock | - | cum | - | - |
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