C.O Approach road to Guthan Temple in G.P. Kaleend at RD 0.0 to 0.120. SH C.O R.wall at RD 0.060 to 0.097Bwall 0/060 to 0.075.50 and P.L inter locking conc. Paver Blocks etc.

Amount

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 back filling in trenches with excavated suitable material including all leads and lifts as per direction of 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 back filling in trenches with excavated suitable material including all leads and lifts as per direction of the Engineer-in-Charge. (Ordinary Soil)

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts as per direction of the Engineer-in-Charge (1:6:12)

Stone masonry in cement mortar for substructure complete as per drawing and technical specification clause 702, 704, 1202 and 1204. Random rubble masonry in cement mortar 1:6 including all leads and lifts as per direction of the Engineer-in-Charge. )

Providing and fixing weepholes in brick masonary/stone masonry plain reinforcement concrete abument, wing wall,B/wall R/wall with 100 mm dia PVC pipe extended through the full width of the structure with slope of 1 (V) :20(H) towards drwawing face complete as per drawing with in all leads and lifts.as per direction of the Engineer -in -Charge.

Back filling behind the retaining wall. all leads and lifts as per direction of the Engineer -in -Charge.

Preparation of sub grade by dressing to camber (earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil. i/c all leads and lifts and as per direction of the Engineer-in-Charge.

Consolidation of sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade. i/c all leads and lifts and as per direction of the Engineer-in- Charge.

Providing and laying concrete for plain /reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 & 1203 1:4:8 (40mm thick) including all leads and lifts as per direction of the Engineer-in-Charge

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.including all leads and lifts or as per the direction of Engineer-in-charge

Plain/reinforced cement concrete in sub structure as per drawings and technical specification clauses 802, 804, 805, 806,807, 1202 and 1204 Nominal mix (1:2:4) for complete as per drawing with in all leads and lifts.as per direction of the Engineer -in -Charge.

Arun Hetta