C/O link road Maa Bhangayni Mandir to Morach Kelvi road km. 0/00 to 9/00

Amount

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 of 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. 824.18 (Eight hundred twenty four point one eight)cubic metre @ 170/- (Rs. one hundred Seventy)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 soil in hilly area by mannual means including cutting and trimming ofand disposing of excavated earth a lift upto 1.5 mtr and a lead of 20mtrsas per technical specifactionb clause 1603.1 including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge.

Earth work in excavation for structure as per drawing and technical specification clause 305.1including setting out, costruction of shoring and bracing,removoval of stumps and other deleterious material and disposal upto a lead of 50 metres dressing of sides and bottam and back filling trenches with excavated suitable material including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and specification clause 802,803,1202 & 1203 PCC 1:4:8 40MM including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge.

Wire crate made of G.I. wire filling with boulder with square cut faces against the wire(wirecrates to be measured and paid for seperately as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Wire crate made of G.I. wire filling with boulder with square cut faces against the wire (Boulder filling to be measured and paid for seperately )G.I.wire 4 mm thick corresponding to SWG-8 ,15cmx15cm mesh 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

Backfilling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with granular material including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge.

Providing weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wing wall ruturn wall with 100mm dia AC 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 including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge.

vijay singh

ASHOK RANA CONTARCTOR