Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name Constructing R.C.C.Box Type Structures on Ch. 42000',50100' & 56000' ft of Limbasi Branch Canal

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

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.

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 & lift etc complete Without

Dewatering and excluding cost of steel reinforcement. For

Foundation concrete / General purpose.C. C. Nominal Mix, M-

10 and MSA-40 mm

Providing & Laying in position with Batchmix Plant & Transit

Mixer "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work 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. For

Footing of column / Abutment / Pier / Bottom slab of barrel /

Plinth course / Coping/Approach Slab etc. Concrete grade M-

15 and MSA-20 mm

Providing & Laying in position with Batchmix Plant & Transit

Mixer "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work including necessary

formwork, centering, scaffolding, compaction by vibrator,

3b curing as directed with all lead & lift etc complete without CM 870.00 5022.00

dewatering and excluding the cost of steel reinforcement. For

Pier and Abutments/Wing Wall/Head Wall/Return wall/Dowel

wall etc. Concrete grade M-15 and MSA-20 mm

Providing & Laying in position with Batchmix Plant & Transit

Mixer "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work 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. For

Footing of column / Abutment / Pier / Bottom slab of barrel /

Plinth course / Coping/Approach Slab etc. Concrete grade M-

25 and MSA-20 mm

BILL OF QUANTITIES

Name Constructing R.C.C.Box Type Structures on Ch. 42000',50100' & 56000' ft of Limbasi Branch Canal

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

Providing & Laying in position with Batchmix Plant & Transit

Mixer "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work including necessary

formwork, centering, scaffolding, compaction by vibrator,

3d curing as directed with all lead & lift etc complete without CM 411.00 6207.00

dewatering and excluding the cost of steel reinforcement. For

Column / Beam / Solid Slab of Road Bridge / Barrel / Cutoff

wall / Approach Slab etc.Concrete grade M-25 and MSA-20

Providing & Laying in position with Batchmix Plant & Transit

Mixer "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work including necessary

formwork, centering, scaffolding, compaction by vibrator,

3e curing as directed with all lead & lift etc complete without CM 64.00 6047.00

dewatering and excluding the cost of steel reinforcement.For

Kerb / Wearing coat.Concrete grade M-25 and MSA -10 to

Providing & Laying in position with Batchmix Plant & Transit

Mixer "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work including necessary

formwork, centering, scaffolding, compaction by vibrator,

3f curing as directed with all lead & lift etc complete without CM 11.00 8592.00

dewatering and excluding the cost of steel reinforcement. For

Perapet wall of Road Bridge / Structure.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 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 pad or bitumen cork board of approved quality.

(Asphalt pad or bitumen cork board will be paid seperatly)225

mm WIDE P.V.C. WATER STOP

Providing and filling the polysulphide joint sealent of the

approved make in the expansion and contraction joints in the

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

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

8 sqcm) Water spout with necessary iron gratting as per design meter 25.00 369.20

BILL OF QUANTITIES

Name Constructing R.C.C.Box Type Structures on Ch. 42000',50100' & 56000' ft of Limbasi Branch Canal

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

Back filling the foundation trenches around the structures etc

with selected excavated stuff including watering, ramming,

compacting etc. complete. (By Machinery)

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 x 6mm with 3mm thick iron

plate in 1:5:10 proportion concrete block size 40cm x 40cm x

75cm including painting existing data on the board etc.

complete as directed.

Wall Painting (two Coats) with plastic emulsion paint of

approved brand & manufacture on undecorated wall surface

11 to give an even shade including throughly brushing the surface Sq.mt 213.00 78.90

free from mortar dropping & other foreign matter & sand

papered smooth .

Providing and laying plain/reinforced cement concrete lining of

M 15 (MSA 20 mm) in bed, side slopes and curvature including

batching, mixing, transporting, placing, vibrating, smooth

12 finishing, curing including dewatering where Sq.mt 441.00 866.70

required.(MACHINERY BASED by "BATCH MIX PLANT &

TRANSIT MIXER" - WITHOUT PAVER WATER CURING)20 cm

thick lining in Bed / Slope

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 meter 40.00 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)

Providing and laying in position 110 mm dia (6 kgf/sqcm)

14 P.V.C. Pipe for weep holes with non corroding jali in meter 144.00 262.50

abutments, wing walls, retaining walls etc. complete.

Providing Videography on the ocassion of function or for on

going Construction work incluidng dubbing,titling etc.Complete

including cost of casset/CD(a) for whole day

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

including stacking of the useful materials etc. complete as

directed.Light Reinforcement ( Main bar upto 16 mm. dia. )

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

BILL OF QUANTITIES

Name Constructing R.C.C.Box Type Structures on Ch. 42000',50100' & 56000' ft of Limbasi Branch Canal

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

Providing temporary all weather and fair weather diversion

suitable for traffic during the construction period of the

18a structure including providing necessary drain diversion and all Nos 1.00 456916.00

safty measures including red lamps/ signals at night for traffic

etc. comp.( Ch.42000 Ft)

Providing temporary all weather and fair weather diversion

suitable for traffic during the construction period of the

18b structure including providing necessary drain diversion and all Nos 1.00 506584.00

safty measures including red lamps/ signals at night for traffic

etc. comp.( Ch.50100 Ft)

Providing temporary all weather and fair weather diversion

suitable for traffic during the construction period of the

18c structure including providing necessary drain diversion and all Nos 1.00 227582.00

safty measures including red lamps/ signals at night for traffic

etc. comp.( Ch.56000 Ft)

Dismantalling Charges of existing Steel Structure of Gate & its

19 parts at site & stacking the same of site properly. MT 2.00 4126.10

New / Repairing of steel gate including providing basic steel

material; M.S. Shaft plate, angles, channels etc. incl. fabrication

transporting to site & erection and painting etc. complete.

Manufacturing, Supplying & Erecting of various Size and

Capacity screw lift hoist Assembly with operating handle & m s

bolt-nuts for hoist fixing etc including cost of labour, material,

tools & tackles, scaffolding, applying oil grease, painting etc.

M.T Capacity screw lift Hoist Assembly

Manufacturing & Supplying MS Screw rod, LC rod, Coupler

set.(as per Drawings & Specifications)

Rs. Two Crore Twenty Six Lac Ninety Six Thousand One Hundred Thirteen & Forty Five 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.

BILL OF QUANTITIES

Name Constructing R.C.C.Box Type Structures on Ch. 42000',50100' & 56000' ft of Limbasi Branch Canal

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

Signature of contractor. Deputy Executive Engineer

Limbasi Irrigation Sub-Division

Executive Engineer Divisional Accoutant

Nadiad Irrigation Division Nadiad Irrigation Division