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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
₹19.8 L
EMD Value
₹39,540
Closing Date
10 Aug 2022, 4:00 pmClosed
Executive Engineer
Irri and F.C. Division Srinagar
Construction of parapet wall on left embankment of River Jehlum at lasjan Bagandar near D/S Dewatering station
2022_IFC_182548_1
NIT NO 18 OF 2022-23
Open Tender
Civil Works
Item Rate
30 days
srinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Yes
Executive Engineer I and F C Division Srinagar
₹39,540
Yes
13 Aug 2022
4 Aug 2022
11 Aug 2022
4 Aug 2022
10 Aug 2022
4 Aug 2022
Amount
Earth work in bulk excavation by Mechnaical means(Hydraulic Excavator) over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as direcetd by Engineer-In- Charge. All Kinds of soil.
Earth work in bulk excavation by Manual Means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as direcetd by Engineer-
Dumping stone soling excl.cost of stones in horizontal on level.
Supply of stone soling
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 1:4:8 ( 1 cement: 4 coarse Sand : 8 graded stone aggregate 40 mm nominal size).
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 1:2:4 ( 1 cement: 4 coarse Sand : 4 graded stone aggregate 20 mm nominal size).
Centring and shuttering incl. strutting,propping etc and removal of form work for: Foundations, footings bases of columns for mass conc.
Filling available excavted earth (excluding rock) trenches, plinth,sides of foundations etc in layers not exceeding 20 cm in depth,consolidating each depsoited layer by ramming and watering, lead upto 50 m and lift upto 1.5m
Carriage of materials by from sources upto site of work by Mechanical transport including loading unloading and stacking.
Stone soiling from average 8 Km
40 mm agg. Avg. 06 Km
20 mm stone aggregate avg. 6 km
Sand avg. lead 10 Km
cement average 8 Km
Surplus excavated earth available to be disposed off by the agency of its own against consideration cost payable towards the department (Minimum Reserved rate @165/cum excluding royality charges be paid to Geology Mining Kashmir).
MAQSOOD AHMAD BHAT
M/S FAYAZ AHMAD BHAT
stage.html
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