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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.2 LAdmitted-Fee/PreQual/Technical/Finance GRAM BHANGOTA NARAYANBAGAD DISTRICT CHAMOLI | ₹50.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹52.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹52.7 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹52.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹52.8 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹54.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹54.5 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹54.8 LAdmitted-Fee/PreQual/Technical/Finance VILLAGE BENOILI POST THARALI CHAMOLI UTTARAKHAND | ₹54.8 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Bhuwan Chandra Pandey L2 | Anubir Singh L5 | M/S R R AND N CONSTRUCTION L10 | Pratap Singh L4 | Puran Singh Negi L1 | RBS Construction L9 | Noble Construction L3 | MS R.N ENGINEERING AND CONSTRUCTION L7 | Kuldeep Singh L8 | PRITAM CONSTRUCTION L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earthwork in Hill Road (Hill Side Cutting) | |||||||||||||
| 1.01 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 (Length 4.225 KM) | 1 | JOB | 40,82,000 ₹40,82,000 | 21,79,853 ₹21,79,853 | 34,70,000 ₹34,70,000 | 26,94,609 ₹26,94,609 | 16,00,000 ₹16,00,000 Lowest | 25,30,916 ₹25,30,916 | 26,12,558 ₹26,12,558 | 27,00,000 ₹27,00,000 | 30,16,688 ₹30,16,688 | 24,00,000 ₹24,00,000 |
| 2.00Muck Disposal | |||||||||||||
| 2.01 | 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 | 31.5 | cum | 100 ₹3,150 Lowest | 252.37 ₹7,949.66 | 402 ₹12,663 | 311.96 ₹9,826.74 | 300 ₹9,450 | 434.79 ₹13,695.89 | 302.46 ₹9,527.49 | 400 ₹12,600 | 349.25 ₹11,001.38 | 150 ₹4,725 |
| 2.02 | 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). | 376 | No | 2,800 ₹10,52,800 Lowest | 7,678.53 ₹28,87,127.28 | 8,581 ₹32,26,456 | 5,962.35 ₹22,41,843.6 | 8,000 ₹30,08,000 | 8,309.9 ₹31,24,522.4 | 5,780.8 ₹21,73,580.8 | 7,500 ₹28,20,000 | 6,675.02 ₹25,09,807.52 | 8,050 ₹30,26,800 |
| 2.03 | Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. (Placing tipper at loading point, loading with front end loader excluding time for haulage and return trip.) | 17,499.81 | cum | 5 ₹87,499.05 Lowest | 17.14 ₹2,99,946.74 | 28 ₹4,89,994.68 | 21.19 ₹3,70,820.97 | 15 ₹2,62,497.15 | 29.53 ₹5,16,769.39 | 20.54 ₹3,59,446.1 | 10 ₹1,74,998.1 | 23.72 ₹4,15,095.49 | 10 ₹1,74,998.1 |
| 2.04 | Haulage excluding Loading & Unloading- Haulage of materials by tipper excludingcost of loading, unloading and stacking. Unsurfaced Gravel Road | 17,499.81 | cum | 2 ₹34,999.62 Lowest | 3.84 ₹67,199.27 | 7.2 ₹1,25,998.63 | 4.75 ₹83,124.1 | 5 ₹87,499.05 | 6.62 ₹1,15,848.74 | 4.61 ₹80,674.12 | 7 ₹1,22,498.67 | 5.32 ₹93,098.99 | 4.5 ₹78,749.15 |
| 2.05 | Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) | 960 | SQM | 10 ₹9,600 Lowest | 41.12 ₹39,475.2 | 66 ₹63,360 | 50.83 ₹48,796.8 | 50 ₹48,000 | 70.84 ₹68,006.4 | 49.28 ₹47,308.8 | 70 ₹67,200 | 56.9 ₹54,624 | 75 ₹72,000 |
Tender Value
₹99.7 L
EMD Value
₹3 L
Closing Date
18 Jun 2026, 5:00 pmClosed
Executive Engineer CD PWD Tharali
Executive Engineer CD PWD Tharali
Construction of Ghat Tharali motor road connect to the Tharali Ghat motor road in District-Chamoli
2026_pwd_96204_1
836/7AC Dated 22-05-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Block-Tharali
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer CD PWD Tharali
₹3 L
19 Jun 2026
2 Jun 2026
19 Jun 2026
2 Jun 2026
18 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in Hill Road (Hill Side Cutting) | |||||
| 1.01 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 (Length 4.225 KM) | 1 | JOB | - | - |
| 2Muck Disposal | |||||
| 2.01 | 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 | 31.5 | cum | - | - |
| 2.02 | 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). | 376 | No | - | - |
| 2.03 | Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. (Placing tipper at loading point, loading with front end loader excluding time for haulage and return trip.) | 17,499.81 | cum | - | - |
| 2.04 | Haulage excluding Loading & Unloading- Haulage of materials by tipper excludingcost of loading, unloading and stacking. Unsurfaced Gravel Road | 17,499.81 | cum | - | - |
| 2.05 | Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) | 960 | SQM | - | - |
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