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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance S O GHULAM MOHD R O BOGDANG | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical R O NOBRA LEH | Not Admitted-Fee/PreQual/Technical Others-due to not submit of hard copies |
| 5 | Not Admitted-Fee/PreQual/Technical BOGDANG NUBRA BOGDANG BOGDANG LEH LEH JAMMU KASHMIR 194401 UDYAM LA 02 0000020 | LEH LADAKH | LADAKH | 194401 | Not Admitted-Fee/PreQual/Technical Others-due to not submit of hard copies |
Tender Value
₹34.1 L
EMD Value
₹68,200
Closing Date
20 Jan 2023, 4:00 pmClosed
Executive Engineer PWD RnB Nubra
Executive Engineer PWD RnB Nubra
Construction of internal road to Partapur village Takeoff point from Ombay Skampuk road upto community hall via Jama Masjid Under capex
2023_PWD_8930_1
PWD Rnb/N/ 124-2022-23
Open Tender
Civil Works - Others
Item Rate
45 days
Nubra
please rea NIT
7 documents required · 7 mandatory
₹1,000
Payable To Executive Engineer PWD RnB Nubra
₹68,200
17 Feb 2023
12 Jan 2023
21 Jan 2023
12 Jan 2023
20 Jan 2023
14 Jan 2023
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
Dry random rubble masonry with hard stone in foundation and plinth:without bond stone including carriage complete job
Random rubble masonry with hard stone in foundation and plinth in mud mortar.including carriage complete job
Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete including carriage complete job
Providing and laying M.S pipe for crossing including trench cutting laying, refilling and making surface good including carriage and cost of pipe complete job A. 250 mm dia.
B. 300 mm dia.
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. A. Beyond 30 cm girth upto and including 60 cm girth.
B. Beyond 60 cm girth upto and including 120 cm girth.
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: including carriage complete job
M/S MOHD KARIM
M/S RINCHEN WANGDUS GOVT CONTRACTOR
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