Kaldi to Tarmara (Under UT Capex Permanent Restoration)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, esspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres All kind of soil

Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. With 20% plums

Dumpimg stone including cost of stones. in Horizontal on level

Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 G.I. wire crates having wire diameter 4 mm with mesh spacing 100 mm x 100 mm mechanically woven diagonally

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns etc. for mass concrete

Slip Clearance In soil; mixed with moorum/ Kankar/ shingle/ boulders; disposal lead upto 50 m and lift upto 1.5 m.

Slip Clearance In soil; mixed with Decomposed Rocks; by blasting or any other means

Carriage of material by M.T incl loading/unloading & stacking complete

Sand av lead of 30 km

Stone agg below 40mm nominal size av lead 18 km

Stone av lead 4 km

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