RR Damage to Link road to village shaunther km 000 to 200SH Co Rwall at Rd 0060 to 00900135 to 01500679 to 0705 0285 to 03150375 to 0390 Bwall at Rd 0165 to 01950240 to 02600480 to 0495 and kharanja stone soling at Rd 000 to 0700

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge

Earthwork 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 and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.as directed by the Engineer-in-Change

Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia Gl wire conforming to 18280 and IS: 4826 in 100 mm x 100 mm ( hundred milimetre x hundred molimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps end joints laid with stone boulders weighing not less than 2 5 (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through al! modes of transportation within ail leads and lifts and other incidentals.

Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge

Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change

Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change

Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change

Preparation of sub grade by dressing to combor(Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HPPWD specification.

Consolidation of sub grade with roller including making good the undulation etc.with earth or quarry soil etc. and rerolling the sub-grade completed as per HPPWD Specification.

Stone soling properly hand-packed filling interstices with spalls and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification 150mm spread thickness(finished work including materials and ladour)