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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance S O GHULAM MOHD R O BOGDANG | Admitted-Finance |
| 3 | Admitted-Finance R O DISKIT | LEH LADAKH | LADAKH | 194101 | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-less tender fee amount |
Tender Value
₹55.5 L
EMD Value
₹93,500
Closing Date
7 Jun 2022, 2:00 pmClosed
executive engineer PWD RnB nobra
executive engineer PWD RnB nobra
Construction of internal road at Youlkam under Capex
2022_PWD_6542_10
PWD RnB/N/86- 2022-23
Open Tender
Civil Works - Others
Item Rate
60 days
Nubra
please read NIT
7 documents required · 7 mandatory
₹2,000
Payable To executive engineer PWD RnB nobra
₹93,500
Yes
18 Jun 2022
26 May 2022
8 Jun 2022
26 May 2022
7 Jun 2022
26 May 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kind of soil culvert: -
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 maonery with hard stone in foundation and plinth incl. carriagr
RR stone masonery in mud morto laid in foundation and plintjh incl carriagr.
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sands: 4 graded stone aggregate 20mm nominal size). incl. Cost of carriage
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:incl carriage .
Filling available earth (excluding rock in trenches plinth sides of foundation etc) layer not exceeding 20cm in depth, consolidating deposited earth layer by ramming and watering lead up to 50m and lift up to 1.50mtr. incl. Cost of carriage
providing and layiong MS pipe X-ings 250 mm dia in proper gradient including trenches excavation and refilling and carriage
Dry random rubble masonry in foundation upto plinth with hard stone from nallah without bond stone. incl. Cost of carriage
removal of hypophia fencing from road alignment complete job.
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. Beyond 30 cm girth upto and including 60 cm girth.
Beyond 30 cm girth upto and including 60 cm girth.
M/S MEHDI ALI GOVT CONTRACTOR
phunchok tundup
M/S TASHI ANGCHUK
M/S IBRAHIM ALI
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