DHAKANSU NALA

Amount

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads with avg lead of 9.20 km i/c 0.45 1st Katcha Disposal / carriage for every additional km upto 10 km

Removal/ Clearance of slush from wet drains by mechanical means

Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marekd as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc.,cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc copmplete in all respects.

First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level

12.5 mm thick cement plaster 1:3

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Side Slopes bed & Sleepers)

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Coping Only)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Dressing side slopes and preparation of sub grade for lining

Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing from 0 to 1.50 mtr

Filling expansion joint with sealing compound complete in all respect.

Extra bitumen painting at 0.69 Kg. per Sqm.

Polythene films/ sheet of 100,125, 150, 200,250 micron

Putting1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slops before laying concrete on bed and side slopes

RUPINDER SINGH CONTRACTOR