Restoration of rain damages on Chakki- Banikhet Chamba- Bharmour road NH-154-A Km 106/0 to 172/0 C/o of PCC Breast wall in between Km 164/285 to 164/312

Amount

Excavation in hilly area in all heights and depths ann in all kind of soil by manual / mechanical means inculding saturated soil comprising of ordinary soil, soft rock, hard rock chieslling weding out of rock( where blasting is prohibited ) and their intermediate classification of soil complete inculding setting out true to the required lines grades, width, cutting and trimming of side slopes and level as shown in the drawing and as directed by Engineer0 in- nCharge at site according to the MORTH techinical specification clause 301 and sorting out useful materials and stacking the same within all leads and lifts in acquired width of road a d transporation of Un- useful material for filling in road ways camber , embankments for grade improvement and disposal of all surplus material to approved dumping sites through all modes of transporation , inculding head load or animal transport or mechanical means alongwith its leveling fine dressing and carriage of machineies , materials , tools , equipment and safety measures and other incidentals necessary to complete the work by mechanical mmeans . labour if required . Any loss to the public private property during the coures of excution shall be the absolute responsbility of the contractor which shall have to be compensated by him in all cases.

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 (M-15) (M-fifteen) mechanically mixed, vibrated and placing in position and curing containing minimum contents of cement as 5.50 bags per cum. (Five point five zero bags per cubic metre ) complete as per drawing and technical specification in open foundation complete as per MORT&H specification 5th revision No 1500, 1700 & 2100 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 including all leads and lifts.

Providing weep holes in stone, brick masonry/plain /reinforced concrete abutment wing wall /return wall , breast wall and retaining wall with 100mm dia (one hundred millimeter diameter) AC/PVC pipe extended through the full width of the structure with slope of 1V :20 H (One vertical isto twenty Horizontal) towards drawing face complete as per drawing and technical MORTH specification No 2706 and 2200 including carriage of material with in all leads and lifts including mechanical transportation to the entire satisfaction of Engineer- in - Charge complete in all respect.

VIVEK PAKHRETIA

karnail singh