Checkdam

Name of work:- Construction of a new checkdam at Gorada kotar Village

Kaliyagota. Ta. Devgadh Baria, Dist Dahod

: SCHEDULE -B :

Item Description of Item Quantity Unit Rate In Amount

No (with brief specification and reference to book of figures

specifications)

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soils ,soft & hard

murrum etc. in dry condition including depositing

1 the excavated stuff in uniform layers in banks or as Cmt

and where directed etc. complete for

lead up to 500m and all lift. (BY MACHINERY)

Including dewatering

Excavation for foundation in Soft Rock including

depositing the excavated stuff as and where 176.98

2 directed etc. complete for lead upto 500m and all Cmt

lift. (Machinery)

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, 507.02

curing as directed with all lead & lift etc complete Cmt

Without Dewatering and excluding cost of steel

reinforcement (A) For Foundation concrete /

General purpose (d) C. C. Nominal Mix, M-15 and

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

4 necessary, hooking etc.complete as per drawing for M.T

all lead and lifts

Providing and fixing 110 mm diameter P.V.C..Pipe

5 (6 kgf / sqcm) Water spout with necessary iron 70.80 Rmt 369.20

grating as per design

Providing and fixing in position 1.80 m high above

finished ground level canal data boards of standard

size 1.20m x 0.90m with M.S. angle 40mm x 40mm

6 x 6mm with 3mm thick iron plate in 1:5:10 1.00 No 3103.00

proportion concrete block size 40cm x

40cm x 75cm including painting existing data on the

board etc.complete as directed

Excavation in all sorts of soil .By machinery

including preparing etc.comp. (where qty can not

be measured).J.C.B. 4 CX,

Providing 300 mm thick pucca rubble pitching in

C.M. 1:5 proportion with the surface pointed with 44.00

cement mortar of 1:3 proportion etc. complete for

all leads and lifts.