R R Damage to link road village Sazar km 0 00 to 0 360 SH C o HPC 900mm dia at RD 0 110 and R wall at Rd 0 335 to 0 355 B wall at Rd 0 120 to 0 170 and0 327 to 0 350

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 .

Construction of dry rubble masonary 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

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.

P/L Flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303