Wire mesh crate protection, turfing at Tower No. 28 and Tower foundation protection work at Tower No. 25 of 132KV Ranikhet-Bageshwar line under OandM Division, PTCUL, Almora

River diversion work from the tower foundation by manual excavation or by using sandbags,earth,clay or bolders etc and removing remaining water inside the work area by using hand pumps or buckets at AP 28.

Temporary construction of access footpaths by laying planks or stepping stones at AP 28 & AP 25.

Excavation of foundation pit including all earthwork ,backfilling and levelling etc

In Hard rock

Earth Work in excavation by mechanical means (Hydraulic excavator)/ manual means in benching/reverment work including disposal of surplus excavated soil as directed including all leads and lifts,disposed earth to be neatly levelled and dressed. (hard rock)

In ordinary soil/earth mixed eith bolder

Provision for soil erosion protection near foundation by laying polythene sheet/coirmat/sandbags for protection of excavated area from rainwater at AP 25.

Providing and laying boulders apron for protection with stone boulders weighing not less then 25 kg each complete including excavation as per drawing and technical specification .boulder laid dry with wire crates of 8 gauge BWG G.I. Wire conforming to is:280 & is:4826 in 150*150mm mesh.

Providing and laying in position specified grade of cement concrete,including the cost of centering ,shuttering,finishing.all work up to plinth level 1:2:4(1 cement:2 coarse sand :4 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of cement concrete,including the cost of centering ,shuttering,finishing.all work up to plinth level 1:3:6(1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size)

Supply and spreading of earth by earth work in excavation by mechanical means (hydraulic excavation)/manual means over surface areas in layers not exceeding 20 cm in depth,consoliditing each deposited layer by ramming and watering including all lead and lifts (land of earth supply to be arranged by the contractor at his own cost)

Providing and laying 90mm to 45mm gravel bedding layer on the levelled tower foundation surface before pcc.

Random rubble masonary in hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 upto plinth level with cement mortar 1:6

Providing weep hole with 75 mm PVC pipe size (pressure 6 kg/sqm in proper slope).

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

Disposal of excavated soil, p.s, f.s and excavated hard rock chips included all lead and lifts.

Dismantling of river flow diversion structures and temperory footpaths after the compeletion of work.

Saun Engineering and Construction Co P Ltd (BID ID -412167)

RAGHVENDRA SINGH BOHRA (BID ID -411266)