LOT 14

Amount

Earth work in excavation in foundation of Bridge etc. in ordinary soil excavation to be in the form of regular Pits and Earth Work in embankment to be in 20cm. layer including ramming and dressing the surface to the required levels and slopes. and also including 30 m lead and all lifts the earth from cutting to be used in making Canal Section or to be deposited in Spoil Bank as per direction of Engineer in charge in the section

C.C 1:3:6 in foundation with stone ballast 20-40 mm size and coarse sand including all labour and T&P required for completion of work as directed by Engineer-in -charge.

Cement concrete in M-15 1:2:4 for C.C. Blocks including all costs of T&P material required for proper completion of work.

C.C 1:6:12 filling in gaps between abutment and wing wall. including all costs of T&P material required for proper completion of work as directed by Engineer-in -charge.

1st Class brick work in (1:4) C.M including cost of all material & labour required for completion of work as directed by Engineer-in -charge.

Centering and shuttering for ordirnary R.C.C. works including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge.

RCC 1:1.5:3 for Slab and Bed Blocks including all costs of T&P material required for proper completion of work as directed by Engineer-in -charge.

CC 1:1.5:3 in Wearing Coat including all costs of T&P material required for proper completion of work as directed by Engineer-in -charge.

Making Expansion Joint with thermocoal including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge.

Laying of reinforcement in R.C.C including Cutting, Bending, Binding and Placing etc. Including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge.

Struck Deep Cement Pointing in 1:2 C.M. / Sqm including cost of all material & labour required for completion of work as directed by Engineer-in -charge.

S/F 60 cm. long 50 mm dia P.V.C. Pipe Spout including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge.

Earth work in fiiling for Making ramp including all costs of T&P material required for proper completion of work as directed by Engineer-in -charge.

Earthwork in filling for Making road diversion including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.

Providing & laying brick on edge soling (kharanja) including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.

Providing and laying W.B.M. Grade I, compacted to 100 mm thick with 45-90 mm stone ballast: Per Cu.M.

Providing and laying W.B.M. Grade II, compacted to 75 mm thick with 45-63 mm stone ballas: Per Cu.M.

Providing and laying W.B.M. Grade III, compacted to 75 mm thick with 22.4 – 53 mm stone ballast: Per Cu.M.

Providing and laying 50 mm thick B.M. over W.B.M. Surface : Per sq.m.

Providing and laying 25 mm thick S.D.B.C. over B.M. Surface : Per sq.m.

First coat bitumen painting over W.B.M. Surface with 16-22.4 mm precoated grit, 80/ 100 maxfalt: Per sq.m.

Providing and applying Tack coat over prepared surface with M.S. bitumen emulsion @ 0.30 Kg/ sqm.: Per sq.m.

Providing and laying 20 mm thick open grade premix over a tack coat :- per sq.m.

Providing and laying Seal coat Type – B with 2.36 mm well graded approved grit and 80/100 bitumen emulsion:- per sq.m.

Providing brick line edging on both side of road including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.

Dismantling of Road from diversion including cost of all labour and T&P etc. Complete.

Earth work in filling for making Profile of canal to be in 20 cm layers including ramming and dressing the surface to be required levels and slopes and also including 1.5 lift and 30 meter lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer-in- charge. . :- per M3

NISAR AHMAD