Restoration of Rain damages on link road to village Devna Thanga km. 0/00 to 3/130 (SH Repair of pot holes and P/L 30 mm thick bituminous concrete from km. 1/00 to 2/00 and PCC V-Shaped Drain in km. 1/00 to 3/00 in damaged portion) Under PDNA 20

Excavation in foundation,trenches etc. in earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including dewatering where ever required,setting out to required lines,levels as shown on the drawings and as directed by the Engineer-in-Charge at site, according to the HPPWD specification of 1990-Volume-I, and shorting out useful and un-useful materials and stacking the same in all leads,lifts and transportations of the usefull materials for filling in roadways embankments for grades improvements and levelling to required grades and then disposing of surplus excavated earth in acquired width of road on or approved dumping sites through all modes of transpsportation including head load animal load or mechanical means alongwith its levelling fine dressing and all labour, mechnieries materials,tools,equipments and incidental necessary to complete the work by mechanized means and labouor(if any required).All useful materials such as stone single, aggregate and slates shall be sorted out and stacked along road side to the maximuim possible extends in all leads,lifts through all modes of transportation and all others incidental charges any loss to the public and private properities during the course of execution and disposal of serviceable and un-serviceable materials shall be the absolute responsibility of the contractors and shall have to be duly compensated by him in all respect including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drqsings and specification clause 802,803,1202 & 1203(PCC Grade M10 Nominal mix 1:3:6) (One Cement : Three Sand: Six Graded Stone aggregate) 40mm (Forty milimetre) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge .

Providing Laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specifcation including spreading in uniform thickness,hand packing rolling with 3-wheeled static roller 8-10 tonnes in stages to proper grade and camber applying and brooming crushable screening/ binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per techical specification clause 405 by mannual means including haulage of material within all leads,lifts and carriage of materials and as per direction of Engineer-in-Charge. WBM Grading- III

Providing and applying primer coat with Bitumen emulsion (SS-I) grade on the prepared surface of granular base including cleaning of road spraying primer @ 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502.including haulage of material within all leads,lifts and carriage of materials and as per direction of Engineer-in-Charge.

Tack Coat Providing and applying tack coat with Bitumen emulsion ( RS-1) using emulsion distributor @ 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per Technical specification Clause 503 including haulage of material within all leads,lifts and carriage of materials and as per direction of Engineer-in-Charge.

Providing and laying 30 mm thick bituminous concrete with 100 -120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler,i.e 129.50Kg per cum as per job mix formula along with addtion of anti striping agents i.e Zycotherm @ 0.11% of bitumen transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respect Including haulaging/carriage of all labours,equipments and materials to various location through all mode of transporations in all leads,lifts to the entire satisfaction and diection of the Engineer-in-charge.