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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹53.8 LAccepted-Finance | ₹53.8 L | 1 | Accepted-Finance ok |
| 2 | 2₹54.2 LAccepted-Finance | ₹54.2 L | 2 | Accepted-Finance ok |
| 3 | 3₹54.2 LAccepted-Finance | ₹54.2 L | 3 | Accepted-Finance ok |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Terms and Condition not signed |
| Sl No | Description | Qty | Unit | Siya Ram Badoni L3 | JAGATSHAKTI CONSTRUCTION L2 | DARMIYAN SINGH L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 13,916.86 | Cum | 77 ₹10.7 L | 78 ₹10.9 L | 77 ₹10.7 L |
| 2.00 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 10,594 | Cum | 125 ₹13.2 L | 122 ₹12.9 L | 121 ₹12.8 L |
| 3.00 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 3,465.29 | Cum | 308 ₹10.7 L | 305 ₹10.6 L | 304 ₹10.5 L |
| 4.00 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 150 | Cum | 440 ₹66,000 | 440 ₹66,000 | 438 ₹65,700 |
| 5.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). 8374.20/3=2791.40 | 600 | Cum | 2,850 ₹17.1 L | 2,800 ₹16.8 L | 2,790 ₹16.7 L |
| 6.00 | Disposal of Muck using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 6,803.81 | Cum | 36 ₹2.4 L | 35 ₹2.4 L | 34 ₹2.3 L |
Tender Value
₹64 L
EMD Value
₹1.3 L
Closing Date
11 May 2026, 2:00 pmClosed
Executive Engineer
EE CD PWD Barkot
Under the state plan, new construction of motor road from Km 21 Charada Tok (Pujeli) to village Koti (Banal) of Naugaon-Paunti-Rajgarhi motor road under the Assembly constituency Yamunotri of Uttarkashi distric.
2026_pwd_94153_2
465/10A Dated 02/04/2026
Open Tender
Civil Works - Roads
365 days
Pujeli
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE CD PWD Barkot
₹1.3 L
5 Jun 2026
13 Apr 2026
11 May 2026
13 Apr 2026
11 May 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | Cum | - | - |
| 2 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | - | Cum | - | - |
| 3 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | - | Cum | - | - |
| 4 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | - | Cum | - | - |
| 5 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). 8374.20/3=2791.40 | - | Cum | - | - |
| 6 | Disposal of Muck using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | Cum | - | - |
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