Restoration of rain Damages on Jamta Rajban road Km. 23/00 to 43/00 (SH C/O PCC R/Wall at RD. 29/290 to 29/305 and improvement of curve at RD. 29/275 to 29/335)

Excavation in earth work in in hilly area all height and depths and in all kinds of soils including saturated soil comprising of mixed soil oridinary rock and hard rock. All works road rock cutting by blasting shall be carried out by taking all necessary precutions against soil erosion damage to hill side water pollution etc, and to protect stability of hill side.Rock shall be excavated with chieseling and wedging out rock( where blasting is prohibited).All earth work in cutting/ excavation, including rock excavation shall be carried out true to lines grades sides slopes,width, camber,super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge in confirmity with the requirement of technical specification for Rural road August 2004 and clause 16.2 of general conditions for contract to achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut material and specificed manner,including arrangement of dumping site trimming,filling of unvenness blindage and finishing of the road to specified diamensions including disposal of surplus materials with all leads, and lifts at the locatuion specified in the tender document or as directed by the Engineer-in-Charge for smooth riding.The recovery for stones where useful or not i.e. 29.71 (Twenty Nine point Seventy one)cubic metre @ 300/- (Rs. Three hundred)only per cubic metre shall be effected on pro-rata basis.Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor,which shall have to be duly compensated by him at his on cost in all cases 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.

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 foundation complete as per drawing and technical specification clause 802,803,1202 and 1203 1:4:8 (One Cement : Four Sand: Eight Graded Stone Aggregate ) 40mm (Forty Milimetre) 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 weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wing wall ruturn wall with 100mm dia pvc pipe extending throught the full width of the structure with slopes of i(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 .

Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.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.