Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name Constructing R.C.C. Box Type Barrel in Place of Existing Damaged V.R.B @ ch.2240 meter on Narda tail Main

Item of work Unit Qty Rate (Rs.) Amount (Rs.)

Dismantling the existing brick masonry including sorting out and

stacking the useful material and removing the debries and

making good the damages etc. complete as directed. In Cement

Dismantling the R.C.C. work and disposing off the stuff

Including stacking of the useful materials etc.complete as

directed.(a) Light Reinforcement(Mair bar upto 16 mm.dia.)

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

m and all lift. (BY MACHINERY)Including dewatering.

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

4 directed with all lead & lift etc complete Without Dewatering CM 68.00 3346.00

and excluding cost of steel reinforcement. (A) For Foundation

concrete / General purpose (a) C. C. Nominal Mix, M-10 and

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

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

5b lead & lift etc complete without dewatering and excluding the CM 47.00 4651.00

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

of Road Bridge / Barrel / Cutoff wall / Approach Slab etc.(e)

Concrete grade M-25 and MSA-20 mm

BILL OF QUANTITIES

Name Constructing R.C.C. Box Type Barrel in Place of Existing Damaged V.R.B @ ch.2240 meter on Narda tail Main

Item of work Unit Qty Rate (Rs.) Amount (Rs.)

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

5c lead & lift etc complete without dewatering and excluding the CM 63.00 5642.00

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

of Road Bridge / Barrel / Cutoff wall / Approach Slab etc.(q)

Concrete grade M-25 and MSA-20 mm

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.(D) For Kerb / Wearing coat.(n)

Concrete grade M-25 and MSA -10 to 20mm

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

5e lead & lift etc complete without dewatering and excluding the CM 3.00 8023.00

cost of steel reinforcement.(F) For Perapet wall of Road Bridge

/ Structure(t) Concrete grade M-25 and MSA -10 to 20 mm

Providing & Placing in position reinforcement bars including

cutting, bending, welding joints where necessary, hooking etc.

complete as per drawing for all lead and lifts. TMT / CRS(FE

Providing and fixing in position pre-moulded asphalt or bitumen

cork board of approved quality and specifications as per design

and drawing.20 mm thickness

Providing and fixing 110 mm diameter P.V.C..Pipe (6 kgf / sqcm)

8 Water spout with necessary iron gratting as per design 4.00 369.20

Providing and laying in position 110 mm dia (6 kgf/sqcm) P.V.C.

9 Pipe for weep holes with non corroding jali in abutments, wing 120.00 262.50

walls, retaining walls etc. complete.

Providing and fixing in position P.V.C. heavy duty water stops in

barrels, troughs and wing walls with 25 mm wide expansion

joint as shown in drawing including filling the joints with asphalt mete

pad or bitumen cork board of approved quality. (Asphalt pad or r

bitumen cork board will be paid seperatly) 225 mm WIDE P.V.C.

Providing and filling the polysulphide joint sealent of the

approved make in the expansion and contraction joints in the mete

c.c. lining including clearing the joints with air water jet. r

BILL OF QUANTITIES

Name Constructing R.C.C. Box Type Barrel in Place of Existing Damaged V.R.B @ ch.2240 meter on Narda tail Main

Item of work Unit Qty Rate (Rs.) Amount (Rs.)

Wall Painting (two Coats) with plastic emulsion paint of

approved brand & manufacture on undecorated wall surface to

12 give an even shade including throughly brushing the surface free 59.00 78.90

from mortar dropping & other foreign matter & sand papered

Type:A, "W" Metal Beam Crash Barrier (Providing and erecting a

"W" metal beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm above road/ ground

level, fixed on ISMC series channel vertical post, 150 mm x

mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m

13 below ground/ road level, all steel parts and fitments to be 32.00 3354.21

galvanised by hot dip process, all fittings to conform to IS:1367

and IS:1364, metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 mm x 75 mm x 5 mm,

mm complete as per clause 811)

Back filling the foundation trenches around the structures etc

with selected excavated stuff including watering, ramming,

compacting etc. complete. (By Machinery)

Providing temporary all weather and fair weather diversion

suitable for traffic during the construction period of the

15 structure including providing necessary drain diversion and all Nos. 1.00 91646.00

safty measures including red lamps/ signals at night for traffic

Rs. Thirty Seven Lac Thirty Five Thousand Nine Hundred Twenty Seven & Eighty Paise Only

I/We am/are willing to carry out the work at……………………………. % above/ below percent (Should

be written in figures and words) of the estimated rate mentioned above. Amount of my/our tender works out as under.

Estimated amount Estimated amount

Deduct :- ____ % Below Rs. _______________ Add ____ % above Rs. ______

Net Tender amount Rs. ______________ Net Tender amount Rs.

Notes 1 - The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-

In-Charge for which no extra payment shall be made.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills

Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:

MIS102010/ 17/ K1 Date:30/07/2018 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual

mix design the cost of difference of cement consumption have been deducted from the rate of original item at the rate

of input rate mentioned in all the tender.

Signature of contractor. Deputy Executive Engineer

Drainage Sub Division