Name of Work:- Improvement of Road with Bridge on Makhandhar Nalla from Bantloi Nuasahi to Purunasahi
Sl. No.
Item Description
1
Excavation of foundation in hard soil within initial lead and lift of 50m and 1.5m including rough dressing and leveling the bed & depositing the soil away from working area etc complete as per the direction of Engineer-in-charge
2
Supplying filling in foundation and plinth with sand including watering ramming, cost, conveyance royalties with all cost of labour with T & P required for the work etc comp. (measurement will be taken on finished section only)
3
Cement concrete (1:2:4) with 12cm size & down graded H.G. hand broken metal for foundation with cost, conveyance, royalty etc. complete.
4
R.C.C. work of M-20 grade with 20 mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying including cost, conveyance & royality of mayerials.
5
Structure - Raft slab
6
Approach side walls
7
Middle wall
8
Roof slab
9
Approach side wall Horn
10
Hunch
11
Rigid and smooth centering & shuttering for RCC works including false works and dismantling then after casting including cost of materials complete.
12
wing walls and wing wall sides
13
Roof Slab sides
14
Parapet railings
15
Raft Slab sides
16
Abutment wall faces
17
Middle wall sides
18
Abutment & Middle wall
19
R.C.C. work of M-20 grade with 20 mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying including cost, conveyance & royality of mayerials.
20
Labour for M.S. reinforcement for RCC work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge.
21
Rough stone dry packing in approns and revetments including cost, conveyance & royalty etc complete.(15CM to 30 CM)
22
Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts & delifts including trimming of slopes and bed to design section and depositing the excavated materials away from working site as per the specification and as directed by Engineer -in-charge within initial lead of 3km from the excavation complete. Please Enable Macros to View BoQ information
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