Constt. of link road from changi to daboot wno 3

Amount

Earth work in bulk excavation by Mechanical means (hydroulic excavator) over area (exceeding 30cm in depth 1.5m as well as 10m^2 on plan ) including disposal of excavated earth lead upto 50m and lift upto 1.5m.--------- neatly dressed in A.K.O.S.

80%all kind of soil

20 %ordinary rock

P/L in position dry crushed stone agg. 40 mm excluding the cost of centring & shuttering all work upto plinth level.

P/L in position ( 1;3;6. )20 mm excluding the cost of centring & shuttering all work upto plinth level.

50mm thick 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 curingcomplete, but excluding the cost of nosing of steps etc. complete

Reinforced cement conc. Work in beam , suspended floor , roofs having slope upto 15 degree, landing balconies, shelves, chsjjas, lintel, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. 1 cement:1.5 coarse sand: 3 graded stone agg. 20 mm nominal size.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form

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

Suspended floors, roofs, landings, balconies and access platform

Providing and making CIB of approved size by way of making another layer of 12 mm thick plaster with 1:4 cement mortar on front side outer plastered surface, painting and writings as per the direction of engineer in-charge including supply of materials, carriages all complete. L.M.R.

YASHPAL BADIAL