Ordinary repair on kalka shimla wangtoo Road on Nh 22 New Nh 05 from km 131/00 to 145/100 and km 0/0 to 13/00 on shimla Bye pass

Amount

Hiring of Excavator cum loader of excavation of drains removal of slips, removal of debris and dressing of berms with a minimum capacity of 45.00 cum per hours minimum six hours per day including pay of operators, POL charges. Maintenance or any minor or major accidents and other damages to private and govt property is the whole responsibility of the contractor. The work shall be executed as per the MORT&H specification and the direction of Engineer-in-Charge.

Hiring of tipper for removal of slips and debris/muck with minimum capacity of 5.5 cum per trip and minimum working 6 (six) hours per day . The contractor /Owner of the tipper shall bear the expensive of P.O.L charges, repair of machineries. Any accident and other damages to the private and govt. property occur during the working hours is the responsibility of the contractor. The work shall be executed as per MoRT&H specification and the direction of Engineer-in-Charge with all leads and lifts .

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work including all lead lift and carriage of material by all mode of transportation as perMoRT&H Specification clause 304 fifth revision and entire satisfaction and direction of the Engineer-In-Charge..

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-15 as per MoRT&H Specification Clause 1500, 1700 and 2100 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-20 as per MoRT&H Specification Clause 1500, 1700 and 2100 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing weep holes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 as per direction of the Engineer-in-Charge in all leads and lifts and carriage of materials by all means of transport etc.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 including all leads, lifts and carriage of materials as per the entire satisfaction direction of Engineer-in-Charge.

Manish Mohan Sharma