R R Damage to Tikkari Tangnu road km 0 00 to 15 00 SH C o HPC at Rd 8 365 and R wall at Rd 0 425 to 0 435 7 645 to 7 655 B wall at Rd 12 225 to 12 250 14 690 to 14 715 14 620 to 14 640 and 11 648 to 11 643

Excavation in hilly area by mechanical means i/c cutting and trimming of side slope and disposing of side slopes and disposing of excavated earth with lift upto 1.5 mtr and 20mtr as per technical specification pick and jumper work .

Earthwork in excavation for structure as per drawing and technical specification 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, dresseing of sides and bottom and backfilling in trenches with excavated suitable material .

Providing and Laying concreate 1:6:12 (one cement :six:twelve graded stone aggregate 40mm (forty milimeter nominal size ) for plain / reainforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer -in-charge.

Providing and laying concrete for plain/reinforce concrete 1:4:8 (one cement four sand eight graded 40mm (forty milimeter nominal size ) in opem foundations complete ab per drawing and technical specification clauses 802, 1202, an 1203 including carriage of material with in all leads and lifts as per direction by the Engineer in charge.

Stone Random Rubble Masonry work in cement mortar 1:6 ( 1 cement : 6 sand) in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1203. including carriage of materials with in all leads and lifts as per direction of Engineer - in Charge .

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M-20 1:2:4.as per directed by the Engineer in charge

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Backfilling behind abutment,Wing Wall and return wall with Granular material complete as per drawings & technical specification Clause 1204,3.8 includingcarriage of material with in all leads and lifts as per direction of Engineer-In-Charge .

Providing and laying and jointing renforcement cement concrete pipe 900 mm diameter NP -2 for culverts on first class bidding of granular material in single raw including fixing collar with cement 1:2 but excluding protection work, bed filling concrete and masonry work in head wall and parapets as per drawing and technically specifications for rural roads clause 1106.