Tender For Construction Of Retaining Wall Of Hs Soyian East Tehsil Balakote District Poonch (Under Flood Relief Measures Temporary As Well As Permanent Restoration Works 2025-26)., Mendhar-Jammu And Kashmir
TDR : 52800629
Tender Notice
BOQ
Expired
Mendhar
Jammu And Kashmir
Tender For Construction Of Retaining Wall Of Hs Soyian East Tehsil Balakote District Poonch (Under Flood Relief Measures Temporary As Well As Permanent Restoration Works 2025-26).
Name of Work:- Construction Of R/Wall Of Hs Soyian East Tehsil Balakote District Poonch (Under Flood Relief Measures Temporary As Well As Permanent Restoration Works 2025-26).
Sl. No.
Item Description
1
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
2
CEMENT CONCRETE (CAST-IN-SITU)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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
3
CEMENT CONCRETE (CAST-IN-SITU)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)
4
RANDOM RUBBLE MASONRYRandom 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 andcuring complete with:.1 Cement mortar 1:6 (1 Cement : 6 coarse sand)
5
Dry random rubble masonry with hard stone in foundation and plinth:1 With bond stone.
6
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
7
Dumping stone including cost of stones. in Horizontal on level
8
Centering and shuttering including strutting, propping etc. and removal of form work for:1 Foundations, footings, bases for columns
9
Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work sand Avg. Lead 20 kms avg
10
Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work stone agg. Below 40 mm Avg. Lead 20 kms avg
11
Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work stone agg. above 40 mm Avg. Lead 20 kms avg
12
Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work stone Avg. Lead 05 kms. Please Enable Macros to View BoQ information
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