Link road Mahmla to G.P.S. Mahmla Km. 0/00 to 2/00 (Under SCSP) (SH- P/l WBM Grade-II, 63 mm to 45 mm in Km. 1/00 to 1/500 and unlined surface drain Km. 0/00 to 2/00 and edge wall 1/330 to 1/338

Amount

Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three Wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- I as per Technical specification Clause 405. (90 to 45 mm size.) and with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Excavation in foundation, trenches etc. in earth work lift up to 1.50 cm stacking the excavation soil not more then 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinth sides of foundations. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 meters. and with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

P/L Cement Concrete 1:4:8 and curing complete including form work. as per drawing and technical specifications Clause 802,803 & 1202 and 1203. , including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Providing weep holes in brick masonry/ plain reinforcement cement concrete , abutment wing walls return wall with 100 mm dia PVC pipe extending through the fullwidth of structure with slope of 1 (V) : 20 (H) Towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7. with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Back filling behind abutments wing walls, retaining walls complete as per drawing and technical specification clause 1204. 3.8. and with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Construction of unlined surface drain of average cross -section area 0.40Sqm in soil to specified lines ,grades, levels and dimension . Excavated material to be used in embankment with lift up to 3.00 mtr and lead of 50 mtr as per Technical specification clause 307. . and with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

PRADEEP KUMAR