R R Damages on BADSHA NALLAH RAMTERI KHARLA ROAD KM 0 00 TO 6 500 sh C O R WALL at RD 5 500 to 5 510 5 590 to 5 620 B wall at RD 4 300 to 4 340 4 480 to 4 500

Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavation earth with a lead up to 1.5m and a lead up to 20m as per drawing and technical specification clause 1603.1

Earth work in excavation for structure 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 up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable materials.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing & technical specifications per clauses 802, 803 ,1202,1203 P.C.C.(1:6:12)

Random rubble Stone masonry in Cement mortar for substructure complete as per drawing & technical specifications Clauses 702,704 1202&1204 in Cement mortar (1:6)

Providing weep hole in brick masonary/stone masinaryplain reinforce concrtewing wall return wall with 100mm diaac pipe 10(V)20(H)toward face as bper drawing and technical specification.

Back filling behind abutment and return wall as per drawing and technical specification clause 1204.3.8

Providing and laying of boulder apron laid in wire crates with 4mm dia.GI wire conforming to IS:280 and IS:4826in 100mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause1301.