Construction of Flood Protection Embankment on Tel left from Kukedmal to Kapasila RD 00 m to 7000m (Working RD 00 m to 6000 m)

Clearing and grubbing road land including uprooting rank vegetation , grass, bushes, saplings and trees girth upto 300 mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceble material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause 201 of MoRT&H specification for Road & Bridge works (5th Revision) and as per direction of Engineer- in -charge.

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1 km from the place of excavation complete.

Filling in foundation & plinth with sand watered and rammed including cost, conveyance, royalty & cess etc. complete as directed by Engineer-in-Charge.

Earth work in filling in ane approved type of soil from approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 5 km on properly prepared and scientifically approved surface including spreading and leveling the earth in 22.5 cm layers to make ready for watering earth work upto OMC condition and compaction by V.R.R. in embankment for all heights including construction, maintenace, watering lighting of haul road and borrow area and running charges of all machineries,cess etc. complete as per the direction of Engineerr - in-charge.

C.C work of M-15 grade with 20 mm & down grade black hard granite (crusher broken ) stone chips including hosting & laying as directed by Engineer - in- Charge .

Providing and placing in position Cement concrete of M-20 Grade with 20 mm & down grade black hard granite (crusher broken ) stone chips including hosting & laying as directed by Engineer - in- Charge .

Rigid and smooth centering and shuttering for CC works including false work and dismantling then after casting including cost, carriage of materials with cess etc. complete and as directed by Engineer-in-Charge.

Rough stone dry packing in aprons and revetments with HG stone of size (15cm to 30cm) including cost, conveyance, royalty of materials etc. complete including cess and as per direction of Engineer-in-charge.

Providing dry rubble rock toe with blasted and quarried granite boulders of sizes 30 cm and above with all leads and lifts including dumping with packing interstices properly and surface packing to proper line and level complete as directed by the Engg-in-charge.

Fine dressing and turfing the slope of the embankment with turfs with extra lead of 50 Mtr and one extra lift of 1.50 Mtr over initial lead and lift including periodical watering till survival of trufs with cess etc. complete as per direction of Engineer-in-charge.