Restoration of rain damages on Chakki- Banikhet Chamba- Bharmour road NH-154-A Km 106/0 to 172/0 C/o of PCC R/walls at Km 144/180 to 144/202 for the year 2019-20 in the State of HP Under FDR (New).

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 (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 (5th revision) Item to include all materials, labour, machinery/equipment and incidental work including mechanical transport required to complete the job including all leads and lifts and as per direction of Engineer-in-Charge. Measurement shall be made for compacted finished volume of the backfilling material.

Providing and laying of Filter Media with stone, crushed aggregates satisfying the requirements laid down in Clause 2504.2.2 of MORTH Specifications to a thickness of not less than 600mm( Six hundred milimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall, return wall to the full height compacted to a firm condition complete as per the Drawings and Specifications. 710.1.4 of IRC : 78 and 2200 with all leads and lifts of materials including mechanical transport and as per direction and entire satisfaction 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 to include 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 measurement shall be made for finished length of bars, excluding over lapping wastage chairs etc.

SANJAY KUMAR

Govt.Contractor

VIKAS RANA