MPR/2025/513 C/O Helipad to Draun road Km 0/000 to 2/000

Excavation in soil in hill area in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper blasting work both in soft and hard rock with chiseling / wedging out side of rock ( where blasting is prohibited ) and their intermediate classification of soil including dewatering where required settingout to the required line grades , side slopes triming bottom and level as shown on drawings as directed by the Enginner -in charge at site according to technical clause 1603.1 and 1603.2 sorting useful / un-useful materials and stacking the same in all leads and lifts and transportation of the un-useful materials for filling in roads ways , embankments for grades improvements and leveling to the require grade and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites through all modes of trasportation including head load animal load or machnical means alongwith its leveling fine dressing and all labour, machinaries , materials , tools equipments and sefety measures and incidentals necesary to complete the work by all means ( if any required ) recovary for 8.15 cubic mete @ Rs. 300/- per cubic metre amount 2446/-only shall be done on prorata basis for the quantity of cutting in earth work effected . Any loss to the public and private property during the course of excution shall be the absolute responsibility of the contrator , which shall have to be duly compensated by him in all respect including all leada and lifts and materials and as per direction of Enginer in charge .

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material of disposal any lead and dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil including carriage of material within all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge. .

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including carriage of material within all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm ( four millimeter dia ) G.I wire conforming to 1.5,280 and 1.5, 4826 in 100mm x 100 ( one hundred in to one hundred millimeters ) in much (woven diagonally ) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilo gram) each as per drawing including all leads ,lifts of material and technical specification clause 1301.within all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge. .

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material including carriage of material within all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.