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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹56.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹62.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹62.7 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹65.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹65.7 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹66.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹66.5 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹67.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹67.5 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Ganga Prasad Semalty L2 | M/S JAI CHANDRABADNI CONSTRUCTION L8 | VIRENDRA SINGH L4 | Hillstone Infra L5 | JAYENDRA SINGH L1 | M/s Shiv Shakti Associates L3 | RAKESH THAPLIYAL L7 | KISHORE SINGH MANDRWAL L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Hill side cutting in all type of soil and rocks at site in hilly area as per Plan and L-section of motor road by mechanical means including cutting and trimming of side slopes,requiring blasting and disposing of excavated material with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1, 1603.2, and direction of Engineer in charge including supply of all material, labour, T&P, etc. required for proper completion of the work. (km. 1 chainage 0.000 to Km. 4.00 chainage 3.125) | 1 | One Job (L.S.) | 41,68,450 ₹41,68,450 | 54,20,000 ₹54,20,000 | 45,00,000 ₹45,00,000 | 48,50,000 ₹48,50,000 | 34,00,000 ₹34,00,000 Lowest | 48,00,000 ₹48,00,000 | 55,00,000 ₹55,00,000 | 45,16,400 ₹45,16,400 |
| 2.00 | Muck Disposal of Excavated material upto dumping yard Including Loading, Unloading complete in all respect as per direction of Engg. In. Charge. | 29,000 | Cum | 45 ₹13,05,000 | 65 ₹18,85,000 | 45 ₹13,05,000 | 35 ₹10,15,000 | 40 ₹11,60,000 | 30 ₹8,70,000 Lowest | 58 ₹16,82,000 | 45 ₹13,05,000 |
| 3.00 | 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) | 120 | Nos | 6,600 ₹7,92,000 Lowest | 8,870 ₹10,64,400 | 7,000 ₹8,40,000 | 7,400 ₹8,88,000 | 8,800 ₹10,56,000 | 7,500 ₹9,00,000 | 8,317 ₹9,98,040 | 8,000 ₹9,60,000 |
Tender Value
₹95 L
EMD Value
₹1.9 L
Closing Date
11 Aug 2026, 3:00 pmClosed
Executive Engineer
office of the EE, PD, PWD, New Tehri
New Construction of Koti Tyunsa to Village Fateli motor road of the Anjanisain-Baisoli motor road in the Tehri Constituency of District Tehri Garhwal, under the State Sector.
2026_pwd_98132_1
1554/1A Dated 20-07-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Anjanisain (Tehri Garhwal)
As per Tender Notice, Tender Document and BOQ
2 documents required · 2 mandatory
₹5,900
E.E. PD, PWD, New Tehri
₹1.9 L
12 Aug 2026
27 Jul 2026
11 Aug 2026
27 Jul 2026
11 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Hill side cutting in all type of soil and rocks at site in hilly area as per Plan and L-section of motor road by mechanical means including cutting and trimming of side slopes,requiring blasting and disposing of excavated material with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1, 1603.2, and direction of Engineer in charge including supply of all material, labour, T&P, etc. required for proper completion of the work. (km. 1 chainage 0.000 to Km. 4.00 chainage 3.125) | 1 | One Job (L.S.) | - | - |
| 2 | Muck Disposal of Excavated material upto dumping yard Including Loading, Unloading complete in all respect as per direction of Engg. In. Charge. | 29,000 | Cum | - | - |
| 3 | 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) | 120 | Nos | - | - |
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