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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Bidder did not submitted required documents. |
Tender Value
₹29.9 L
EMD Value
₹59,800
Closing Date
21 Feb 2024, 3:00 pmClosed
Executive Engineer, Temp. Div., PWD, Chakrata
Executive Engineer, Temp. Div., PWD, Chakrata
Hill side cutting and muck disposal work under the new construction work of PRD motor road from Kunawa Danda via Ravana in Chakrata constituency, Distt. Dehradun under (C.M. Ghosna-94/2019) T.S.P. (Second Phase, Stage-I) (Km-1, Ch. 0.000 to 1.000)
2024_pwd_69246_1
1823/4A, Dated 02.02.2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Chakrata constituency
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Executive Engineer, Temp. Div., PWD, Chakrata
₹59,800
22 Feb 2024
9 Feb 2024
22 Feb 2024
9 Feb 2024
21 Feb 2024
15 Feb 2024
Amount
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
Construction of Back pillars as per Fig. 1600.1 (c) as per drawing and Technical Specification Clause 1602.3 Construction of Back Pillar in frot of eatch reference pillars
Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
HILL SIDE CUTTING
Muck Dumping Work
Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag. Flyash, Stone for Masonry Work by mechanical means. (Placing tipper at unloading point excluding time for haulage and return trip)
Haulage excluding Loading & Unloading- Haulage of materials by Tipper excluding cost of loading, unloading and stacking. Unsurface gravel road
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).
M/S JASBIR TOMAR
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