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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 Not qualified for AOC |
Tender Value
₹2.4 L
EMD Value
₹24,000
Closing Date
5 Oct 2020, 4:00 pmClosed
Executive Engineer PWD(RnB)Division 2ndKargil
Executive Engineer PWD(RnB)Division 2ndKargil
Construction of Link Road Mazarthang Minjee Gund Imam Bada towards Mohallah Rd.250-550 Mtr
2020_PWD_650_36
E-Tender 16 of RnB Div Kargil 2020-21
Open Tender
Civil Works - Buildings
Item Rate
35 days
Kargil
Please refer Tender documents.
4 documents required · 4 mandatory
₹240
Executive Engineer PWD(RnB)Division 2ndKargil
₹24,000
6 Oct 2020
25 Sept 2020
6 Oct 2020
25 Sept 2020
5 Oct 2020
25 Sept 2020
Amount
Earth work in excavation by manual means over areas exceeding 30cm and up to 1.50Mtr in depth 1.5 mtr in width as well as 10 sqm on plan)Including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed in:
All kinds of soil @80%
Ordinary Rock @10%
hard Rock (RB) @10%
Earth work in excavation by manual means in trenches for foundation ,drains,pipes,cables etc. (not exceeding 1,5 mtr in width) and for shafts,wells,cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed.
All kinds of soil @80%
Ordinary Rock @10%
hard Rock (RB) @10%
Randum Rubble masonary with hard stone from quarry in foundation and plinth incld. Levelling of with cement concrete.1:6:12 (1 cement ,6coarse sand ,12graded stone agg.) 20mm nominal soze at plinth level with cement mortar (1cement ,6 coarse sand.)
Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bound stone.
Dumping stone filling in horizontal on level incld. Cost of stone.
Filling available excavated earth ( excld. Rock) in trench ,plinth ,sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead up to 50mtr and lift up to 1.50mtr.
Carriage of stone for an avg lead of 4 Km By MT Incld. Loading, un-loading complete.
Carriage o sand/stone Agg.for an avg lead of 12Km By MT Incld. Loading, un-loading complete.
M/S BALTI GROUP OF CONSTRUCTION
stage.html
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finance_2288.pdf
boq_comp_chart.xlsx
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details.html
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