Tringrian to Bindla (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

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits 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, 1 meter from cutting edge All kinds of soil

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

Dumpimg stone including cost of stones. in Horizontal on level

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.

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

12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 coarse sand)

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

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

Providing and laying non-pressure of specified class R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

Metal Crash Barriers Type "A" providing and erecting "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail ,70 cm above road/ground level,fixed on ISMC series channel vertical post 150x75x5 mm spaced 20m centre to centre ,1.8 m high ,1.1 m below ground/level, all steel parts and fitments to b1 galavanised by hot dip process , all fittings conform to IS :1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm 300mm long complete as per clause 810. including cement concrete pedestal & earth work complete

Carriage of material by mechanical transportation.

Sand av lead of 50 km

Stone agg above 40mm nominal size av lead 24 km

Stone agg below 40mm nominal size av lead 24 km

Stone av lead 5 km

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