Flood Protection Work

[1] Excavation for foundation in all sorts of soil including

yellow sandy gravelly soils ,soft & hard murrum etc. in

dry condition including depositing the excavated stuff

in uniform layers in banks or as and where directed

etc. complete for lead up to 500m and all lift. (BY

MACHINERY) including dewatering.

[2] Providing & Laying in position "NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C work incl.

necessary formworks centering, scaffolding,

compaction by vibrator, curing as directed with all lead 21.00 Cum. 3346.00

& lift etc complete Without Dewatering and excluding

cost of steel reinforcement (A) For Foundation

concrete / General purpose (a) C. C. Nominal Mix, M-

10 and MSA-40 mm

[3] Providing & Laying in position "NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C work incl.

necessary formworks centering, scaffolding,

compaction by vibrator, curing as directed with all lead 102.00 Cum. 4296.00

& lift etc complete Without Dewatering and excluding

cost of steel reinforcement. A) For Foundation concrete

/ General purpose (f) C. C. Nominal Mix, M-20 and

[4] Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

necessary, hooking etc. complete as per drawing for all 0.49 Mt 82019.00

lead and lifts. TMT / CRS (FE 500 D)

[5] Providing and fixing in position ( different diameter )

I.S.,NP-3 class reinforced pipe with caulking the joints

with cement mortar 1:1 proportion,using jute string

soaked in cement slurry, finishing joints and laying 20.00 Rmt 5955.30

pipes to the designed grade and levels, curing etc.

complete for all leads and lifts. NP-3 class 1200 MM dia

[6] Back filling the foundation trenches around the

watering, ramming, compacting etc. complete. (By 19.00 Cum. 36.90

Machinery)

[7] Providing and laying in position 110 mm dia (6

kgf/sqcm) P.V.C. Pipe for weep holes with non

corroding jali in abutments, wing walls, retaining walls 24.00 Rmt 262.50

etc. complete.

[8] Quarrying suitable materials from approved borrow

areas transporting the same and spreading the same

material and respective zone in uniform layers of

specified thickness, dressing ,breaking clods, removing

oversize material, roots etc. (Without Compaction)

with lead up to 1 km and all lifts( Impervious Zone)