Name of Work : construction of foot bridge at Deedarpora to lam Aripal.
Sl. No.
Item Description
1
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth as directed by engineer-Incharge: All kinds of soilincl.chanellinsation/diverting of nallah and dewatring of trunch during execution of work
2
Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete.
3
Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed). Including carriage of all materials involved with loading unloading and stacking complete.
4
Dry stone masonaryin crates including laying of crates infacing and nallah stones in backing with bond stones inproper position, carriage of crates from Division stores, stones from approved quarry including cost of crates complete with carriage of all material involved Loading, unloadingstacking complete
5
Providing and laying in postion spacified grade of reinforced cement concrete excluding the cost of centering, shuttering,finishing and reinforcement All work upto requiredlevel1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloading and stacking complete.
6
Reinforcement for R.C.C work including straightening cutting, bending placing in position and binding all complete. Thermo-Mechanically Treated bars.Including carriage of all materials involved with loading unloading and stacking complete.
7
Providng and fixing of beams of rubenia/ alms or other hard wood including fixing with 12 mm dia steel bolts embeded in concrete ( complete job) all as per directions of engineer incharge
8
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering with all leads and lifts
9
Supply and filling of RBM/Nallah muck of specified and required size as directed including dressing, ramming watering and compacting with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete.
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