NH 207 46.5 to 46.8 and 46.9 to 47.1

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour etc., complete and as per the direction of Engineer In charge.

Providing and laying Plain cement concrete 1:3:6 mix with Granite / Basalt / Trap crushed stone aggregate 40 mm nominal size, clean seived approved sand, mechanically mixed in concrete mixer, placed in foundation and compacted by vibrator, curing for 14 days, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead, lift, transporting etc., complete except lead for cement. as per the direction of Engineer In charge.

Providing & laying Plain / Reinforced Cement Concrete M-20 in substructure for Abutment / Pier Cap using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete except lead for cement. (excluding cost of steel and fabrication charges) as per the direction of Engineer In charge.

Providing T.M.T. Steel bar reinforcement conforming to IS-1786, FE-500 Grade designation as per table 1000-3 including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts etc., complete. except lead for steel. as per the direction of Engineer In charge.

Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm outer dia PVC pipe, at 2Kg / Sqm , fixing in position with collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, labour, transporation,lead, lift, loading, unloading etc.,as per the direction of Engineer In charge.

Removal of unserviceable soil with hydraulic excavator 0.9 cum bucket capacity including excavation, loading in tippers, unloading, all lifts, disposal upto 1000 metres including all labour, hire charges of all machineries etc., complete. as per the direction of Engineer In charge.

Construction of Embankment with approved materials obtained from borrow pits in layers not exceeding 250mm loose thickness spreading, breaking clods, removal of roots, and other organic materials to the required line, grade and cross section including watering, consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density with a lead of 1 Km, all lifts,including loading and unloading, all labour, hire charges of all machinieries etc., complete and as directed by Engineer-in-Charge Complete as per Table300-2, as per the direction of Engineer In charge.

Sudheer kumar

M N LOKESH

Bidder Name

M N LOKESH

Sankranti Prasad

Sudheer kumar