Construction of Toe wall for traverse of Bldg. No. 244/16, 17, 20 and 21of Magazine area and Bldg. No. 41 of HG Section at HEF.

Amount

Surface dressing n exc 15 cm deep in soft / loose soil.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for

Removing building material to the distance 1Km beyond the lead included in the rates, including loading, unloading and stacking at the destination

Excavating in trenches, n exc 1.5m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan & n exc 1.5 m in depth and getting out in hard / dence soil.

Returning, filling in, including spreading levelling, watering & well ramming in layers not exc 25cm.

Soling (or sub base) 100mm thk with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber

M & L for moorum/red bajari on pavement filling in floors or paving, laid in layers not exc. 15 cm thk. Spreading, leveling and ramming including watering

M & L for Sand filling under floors or in foundations including watering and consolidation

M & L for Cement concrete in foundations, filling & mass type D2, 1:4:8 mix (using 40mm graded aggregate) in PCC bed.

Cement concrete in surface type B2 1:2:4 ( 40mm graded aggregate) demolition & dismantling surface

M & L for Pre-cast cement concrete block masonry of type C1, 1:3:6, (20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in 1:4 cement mortar, complete

S & F of PVC (SWR) pipes single socketed in any length laid along the masonry as weep holes 110mm bore.

Fair finished formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter

M & L for TMT Mild steel bars 6 to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips

Providing, cement concrete of type B1, 1:2:4 (20mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges in copings

M & L for rendering 10 mm thick finished even & smooth cement plaster in 1:4 cement mortar (without using extra lime or cement) on fair facing of brickwork or concrete surface

M & L for 100 mm thk plain cement concrete type B1, 1:2:4 mix, using 20 mm graded aggregates, in sub-floors, floors, paving including shuttering etc. & smooth finishing by using extra cement & brooming all complete

M & L for preparing of surfaces & applying two coats of cement based paint on wall surfaces.

M & L for Galvanised iron strip 32 x 6mm buried in ground / fix on wall from earth pit to connection point as directed by site in charge

Supply & laying of reinforced Concrete Pipe, Class NP3, laid and jointed complete with Collars, Size 100mm Bore

M & L for XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 6 sq. mm, 4 core to be buried in ground / fix on wall with all accessaries

Supplying and laying un-reinforced precast concrete cable cover, class LV -1, flat, size 250mm x 150mm x 40mm over cable

S & F of LT route markers at every 20m distance through out the length or as directed by Site Incharge.

Earthing complete with galvanised steel earth plate electrode 60×60cm×6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5m below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion but using galvanised iron strip 32×6mm as earthing lead

UNICON