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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance R O NOBRA LEH | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance R O TYAKSHI | Admitted-Finance |
| 4 | Admitted-Finance R O BOGDANG | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹13.9 L
EMD Value
₹27,800
Closing Date
22 Apr 2022, 2:00 pmClosed
executive engineer ssd nobra
executive engineer ssd nobra
Construction of link road to Thang Village by way of B/ Wall and R/ wall
2022_PWD_6156_3
SSD/N/ of 68 2021-22
Open Tender
Civil Works - Others
Item Rate
20 days
nobra
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Payable To executive engineer ssd nobra
₹27,800
Yes
1 Jun 2022
8 Apr 2022
23 Apr 2022
8 Apr 2022
22 Apr 2022
8 Apr 2022
Amount
Earth work in excavation by mechanical means in trenches for foundation drains pipes cables etc. (Not exceeding 1.5mtrs in width) and for shafts walls cess pits and the like not exceeding 10sqm on plan depth up to 1.5mtrs including disposal of excavated earth upto 1mtr from cutting edge disposed earth to be leveled and neatlydressed.including caiirage complete. .a, All kinds of soil
b,Ordinary rock.
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) including caiirage complete.
Dry random rubble masonry with hard stone in foundation and plinth Without bond stone
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Centering and shuttering incl. strutting propping etc. and removal of form for.Foundations, footings, bases of columns
Banking excavated earth in layers not exceeding 20cm 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 etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:
M/S MOHD SADIQ
M/S QURBAN ALI GOVT CONTRACTOR
M/S GHULAM HUSSAIN
M/S MOHD ALI GOVT CONTRACTOR
M/S SHABIR SHAH GOVT CONTRACTOR
ghulam haider
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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details.html
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