Flood protection work at left bank of garra river in villages mirkapur babarpur and right bank at kaharkola in district Hardoi

Amount

Earth work in cutting river bank for making proper slope including proper disposal dressing manual compaction all lead & lift etc. complete as per technical specification and direction of Engineer-in-charge

Supplying high performance woven geotextile bags of size 1.00m x0.75m (outer to outer) having filled volume of 0.075m3 fabricated from "Engineered Textile" manufactured from 100 % PP multifiment yarn in machine and cross direction , which are woven into stable network such that the yarn retains their relative position. The fabric used for manufacturing of bags shall be (200 GSM) TFI 1200 or equivalant and meet the criteria given under technical specification and have high UV resistance, inert to biological degradation and resistant to naturally encountered chemeicals like acids and alkalies. including contractor's profit.

Filling of geo bags of size 1.00m x0.75m (outer to outer) having filled volume of 0.075m3 with RBM laying and sewing with geo material with sewing MIC laying including all tool and plants as per technical specification and direction of Engineer-in-charge

Supplying of Porcupine of reinforced cement concrete 1:1.5:3(1 cement :1.5 coarse sand:3 stone aggregate of size 12-20 mm size) at site including cost of all material, labour, T&P etc as per technical specification and direction of Engineer-in-charge

Fixing,placing and installation of Porcupine at site including cost of all material, labour, T&P etc as per technical specification and direction of Engineer-in-charge

Supplying & Placing of Jhankher / Behaya in sceens including cutting of Jhankher / Behaya complete as per required as per technical specification and direction of Engineer-in-charge

Supply of 9 mm , 4 strands Polypropelene Rope Gabion ( size 1.8 m x 1.8 m x 0.50 m ) with lid and slings, 150x150 mm mesh size confirming to IS 5175:1992 (reaffirmed 1997) at work site excluding all taxes but including contractor's profit as per technical specification and direction of Engineer-in-charge

Supplying and laying 8cm thick humus with grass (chappa grass) on slope of embankment including initial lead of 30m as per technical specification and direction of Engineer-in-charge

Filling RBM below LWL by hiring of diesal mud pump including suction & delivery pipe , operator & kha lashi and POL complete with all respect (including delivery pipe length upto 150m and suction pipe 7m) as per technical specification and direction of Engineer-in-charge

supplying and fixing of Bamboo bracing of 50 to 80 mm dia including cost of bamboo T&P etc as per technical specification and direction of Engineer-in-charge

Supplying of EC Bag without any cut including all taxes and contractors profit as per technical specification and direction of Engineer-in-charge

filling and placing of EC Bag above RBM plateform and below Porcupine including all material T&P etc as per technical specification and direction of Engineer-in-charge

M/S JANARDAN CONSTRUCTION

M/S V.K. CONSTRUCTION