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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 LAdmitted-Fee/PreQual/Technical/Finance N A | ₹22.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹26.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹26.1 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Hard copy not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance VILL MASON P O NANDPRAYAG DASHALI PIN 246449 | CHAMOLI | UTTARAKHAND | 246449 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Hard copy not submitted |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Hard copy not submitted |
| Sl No | Description | Qty | Unit | ANIL RAWAT L1 | Ram Singh L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Hill side Cutting as required at site in all types of soils and rocks which may be met at site for making the road and grade as per approved plan and L-section attached with reference to Level & back cutting pillars fixed or line marked at side of road including uprooting of tree roots if any and cutting of bushes, dressing of road surface to required level and slope. also including all leads &, lifts and disposal of surplus excavated earth as directed by Engineer- in charge. Including s/o all materials, labour, T&p etc. required for proper completion of the work. | 1 | One Job (L.S.) | 19,60,000 ₹19,60,000 Lowest | 23,00,000 ₹23,00,000 |
| 2.00 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately. | 1,759 | Cum | 30 ₹52,770 Lowest | 49 ₹86,191 |
| 3.00 | 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). | 78 | Cum | 2,400 ₹1,87,200 Lowest | 2,800 ₹2,18,400 |
| 4.00 | Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications. | 20 | Nos | 40 ₹800 Lowest | 100 ₹2,000 |
| 5.00 | Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications | 20 | Nos | 150 ₹3,000 | 25 ₹500 Lowest |
Tender Value
₹33 L
EMD Value
₹66,000
Closing Date
27 Jul 2026, 12:00 pmClosed
Executive Engineer
EE, TD, PWD Srinagar, HQ- Kirtinagar
Hill side cutting and muck disposal for construction of remaining part of village Khadoli Talli to Thapla motor road Under state sector in Devprayag constituency of district Tehri Garhwal (Km 4 Ch 3.000 to 3.500)
2026_pwd_97502_1
513/10AC dt 07.07.2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Kirtinagar Tehri Garhwal
as per tender notice, tender document and BOQ
2 documents required · 2 mandatory
₹2,950
EE, TD, PWD Srinagar, HQ- Kirtinagar
₹66,000
27 Jul 2026
11 Jul 2026
27 Jul 2026
11 Jul 2026
27 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Hill side Cutting as required at site in all types of soils and rocks which may be met at site for making the road and grade as per approved plan and L-section attached with reference to Level & back cutting pillars fixed or line marked at side of road including uprooting of tree roots if any and cutting of bushes, dressing of road surface to required level and slope. also including all leads &, lifts and disposal of surplus excavated earth as directed by Engineer- in charge. Including s/o all materials, labour, T&p etc. required for proper completion of the work. | - | One Job (L.S.) | 2,42,32,778 | - |
| 2 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately. | - | Cum | 49.8 | - |
| 3 | 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). | - | Cum | 2,815.53 | - |
| 4 | Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications. | - | Nos | 65.4 | - |
| 5 | Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications | - | Nos | 268.7 | - |
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