Construction of Link road from Ponned to Dev raj Mandir K.M 0/0 to 1/0

Amount

Earth work in excavation for foundation of structure up to 3 mtr. depth as per drawing and technical specification clause 1104 including setting out, construction souring and dressing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials rate as per item No. 9.1 including all lead and lift as per direction of Engineer -in charge.

Providing concrete 1;4;8 and curing complete including form work. as per drawing and technical specification clause 802,803.1202&1203.including all lead and lift as per direction of Engineer -in charge.

Plain cement concrete M-10 (136 nominal size) in leveling course below open foundation of head walls as per drawing and technical specification clause 1109 (Rate as per item No. 11’including all lead and lift as per direction of Engineer -in charge.

Providing and Laying cement concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 &1203.(P.C.C 1:5:10 nominal mix 40 mm agregate)including all lead and lift as per direction of Engineer -in charge.

Providing and laying reinforcement cement concrete pipe NP-2 for culverts on first class bending of granular materials in signal rough including fixing collars with cement motar 1:2 but excluding excavation protection work back filling concrete and masonary work in head walls and parapets clause 1108 C-900 mm dia. rate as per item No. 11.4 (ii)including all lead and lift as per direction of Engineer -in charge.

Providing and filling filter media with granular crushed aggregate as per specification to thickness of not less than 6oo mm with smaller size toward the soil and bigger size toward the wall and providing over the entire surface behind abutment, wing wall return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 including all lead and lift as per direction of Engineer -in charge.

Providing weep holes in brick masonary, plain reinforcement cement concrete abutments, wing walls, return wall with 100 mm dia PVC pipe extending through the full width 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. including all lead and lift as per direction of Engineer -in charge.

Water bound macadam sub-base/base(1) WBM Grading 1 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 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 1as per Technical Specification Clause 405.,(By Manual Means)

Construction of unlined surface drain of average cross-section area 0.40 sqm in soil to specfied lines, level and dimension Excavated material to be used in embankment with a lift 3m and lead of 50 m (average lead 25 m ) as per Technical Specification Clause 307 within all lead and lift as per the direction of the Engineer- in- Charge.

Hardeep Singh Bedi

MAHINDER SINGH

rehana

Rafia khan