Construction of Link road Kanani to Lodiwala via Bissian Chamaran, Katlu Pahari Chikani road in G.P. Baila Km. 0/00 to 10/620 (SH- C/o 900 mm dia RCC Hume pipe culvert at RD 2/030 and R/Wall at RD 4/060 to 4/075

Amount

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 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.

Plain Cement concrete M-10(1:3:6) nominal mix ) in leveling course below open foundation of Head walls as per drawing and technical specification clause802,803 1202 and 1203. and as per entire satisfaction of the Engineer-in-charge.

Providing and laying reinforced cement concrete pipe NP-2 900mm dia for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1.2 but excluding excavation protection work back filling, concrete and masonry works in head walls and parapets clause 1106 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.

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.

Hardeep Singh Bedi