CONSTRUCTING NEW BOX TYPE V.R.B. @ CH. 3300 M. (ACTUAL CH 3475.50 MT )OF WATRAK RIGHT BANK MAIN CANAL OF WATRAK RESERVOIR PROJECT TA:-BAYAD DIST:-ARVALLI (SECOND TRY)

m AMOUNT In Rs.

No. reference to book of specifications)

ITEM NO :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 upto 500 m and

all lift.(BY MACHINERY) Including dewatering.

ITEM NO :2 Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and crushed

aggregate for C.C./ R.C.C work by "FLORI" including

necessary formwork, centering, scaffolding, compaction

by vibrator, curing as directed with all lead & lift etc

2 complete without dewatering and excluding the cost of 18 cum

steel reinforcement.

(A) For Footing of column / Abutment / Pier / Bottom

slab of barrel / Plinth course / Coping /Approach Slab

(b) Concrete grade M-15 and MSA-40 mm

ITEM NO :3 Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and crushed

aggregate for C.C./ R.C.C work by "FLORI" including

necessary formwork, centering, scaffolding, compaction

by vibrator, curing as directed with all lead & lift etc

complete without dewatering and excluding the cost of

steel reinforcement.(A) For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth course /

Coping /Approach Slab etc.

(a) Concrete grade M-15 and MSA-20 mm

ITEM NO :4 Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and crushed

aggregate for C.C./ R.C.C work by "FLORI" including

necessary formwork, centering, scaffolding, compaction

4 by vibrator, curing as directed with all lead & lift etc 71 cum 5533.50

complete without dewatering and excluding the cost of

steel reinforcement.E) For Column / Beam / Solid Slab of

Road Bridge / Barrel / Cutoff wall etc.

(o) Concrete grade M-20 and MSA-20 mm

ITEM NO :5 Providing & Placing in position

reinforcement bars including cutting, bending, welding

joints where necessary, hooking etc. complete as per

drawing for all lead and lifts.

ITEM NO :6 Providing and laying in position 110 mm dia

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

6 27 Meter 262.50

corroding jali in abutments, wing walls, retaining walls

etc. complete.

ITEM NO :7 Providing and fixing 110 mm diameter P.V.C.

7 pipe (6kgf/sqcm) Water spout with necessary iron 2 Meter 369.20

gratting as per design

ITEM NO :8 Providing temporary all weather and fair

weather diversion suitable for traffic during the

construction period of the structure including providing

necessary drain diversion and all safty measures

including red lamps/ signals at night for traffic etc.

ITEM NO :9 Dismantling the C.C. lining including

9 including disposing off the dismentalled materials as 190 Sqmt 86.50

directed etc. complete.

DEPUTY EXECUTIVE ENGINEER EXECUTIVE ENGINEER

BAYAD IRRIGATION SUB DN NO.1 ARVALLI IRRIGATION DIVISION

BAYAD MODASA