Restoration of rain damages on Chakki Banikhet Chamba Bharmour road NH 154A Km 106/0 to 172/0 ( SH C/o bed block for Bailley bridge 33.50 mtr span with extra width at RD 150/450

Amount

Earth work in excavation of foundation of structure in all kinds of classification of soil such as pick work, jumper work, blasting work saturated soil including chiseling wedging out of rock where blasting is prohibited or any other mixed variety of soil, dewatering and/or removal of slush and other incidentals, lifts upto any height, stacking the excavated soil upto all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm ( Fifteen centimetre ) thick layer when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth to the disposal point within all leads and lifts complete in all respects, and as per direction of Engineer-in-Charge.

Providing and laying plain cement concrete 1:3:6 (One Cement : Three Sand : Six Crush Stone Aggregate 40 mm( furty millimetre)) nominal size mechanically mixed, vibrated and placing in position and curing complete as per drawing and technical specification in open foundation complete as per MORT&H specification 5th revision No 408 including carriage of materials and equipment including mechanical transport and cost of form work and other incidental required to complete the work to the entire satisfaction of Engineer-In-Charge.

Providing and laying Reimforced cement concrete M-25 grade with crush stone aggregate mechanically mixed, vibrated placed in position and compected by vibration and curing complete includind cost of form work in super structureas per the Drawing and MORT&H specification 5th revision No. 1500, 1700 & 2100 carriage of materials with all modes of transportation within all leads and lifts includind all material ,labour, machinery/ equipments and othet incidentals to complete the jobin as per direction of Engineer-in-Charge.

Supplying, fitting and placing HYSD bar reinforcement in super-structure including cutting straightening, bending, binding with mild steel binding bar complete as per drawing and technical specifications 5th revision No. 1600 within all leads and lifts, Item included all incidentals, labour material ,equipments and works reqiured to execute the job. The reinforcement shall be of approved manufacture such as SAIL, TATA etc. to the entire satisfaction of Engineer-in-Charge.

Kapil Sharma