Restoration of rain damages on Chakki- Banikhet Chamba Bharmour road NH 154A 39/0 to 106/0 ( SH C/o PCC R/wall at RD 78/855 TO 78/895 and C/o Wire crate B/wall at RD 47/275 TO 47/310 Under FDR 2025-26

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.

Backfilling behind abutment, wing wall and return wall with granular material complete as per the Drawings and MORT&H Specifications. 710.1.4 of IRC :78 and 2200 Item to include all materials, labour, machinery/equipment and incidental work including mechanical transport required to complete the job including all leads and lifts . Measurement shall be made for compacted finished volume of the backfilling material. and as per direction of Engineer- in Charge

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100 mm mesh( woven diagonally including 10 percent extra for laps and joints laid with stone boulders weighing not less then 40 Kg each as per drawing and techinical specification Clause 1301.