Mahi Right Bank Canal Project

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

1 stuff in uniform layers in banks or as and where CM 2978.00 107.80

directed etc. complete for lead upto 500 m and all

lift. (BY MACHINERY) - Including dewatering.

Providing rubble and sand layer including supplying

of rubble & coarse clean sharp sand at site including

spreading rubble & coarse sand materials in 25 cm

2 layer including filling in the gaps in rubble, and CM 84.00 1155.90

levelling etc.complete as directed (80% rubble &

20% coarse sand) including consolidation, watering

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. (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

4a complete without dewatering and excluding the cost CM 304.00 4190.00

of steel reinforcement.For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth course

/ Coping etc.Concrete grade M-15 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

4b complete without dewatering and excluding the cost CM 938.00 4457.00

of steel reinforcement(B) For Pier and

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

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

BILL OF QUANITIES

Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 1737 meter & 4633 meter

Bhalada Main Drain

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 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..Concrete grade M-25

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

4d vibrator, curing as directed with all lead & lift etc CM 192.00 5642.00

complete without dewatering and excluding the cost

of steel reinforcement(E) For Column / Beam / Solid

Slab of Road Bridge / Barrel / Cutoff wall / Approach

Slab etc.(m) 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.Concrete grade M-25 and MSA -10 to 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

4f vibrator, curing as directed with all lead & lift etc CM 7.00 8023.00

complete without dewatering and excluding the cost

of steel reinforcement.For Perapet wall of Road

Bridge / Structure.Concrete grade M-25 and MSA -10

BILL OF QUANITIES

Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 1737 meter & 4633 meter

Bhalada Main Drain

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

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

Providing and fixing in position pre-moulded asphalt

or bitumen cork board of approved quality and

specifications as per design and drawing.20 mm

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

water stops in barrels, troughs and wing walls with

mm wide expansion joint as shown in drawing

7 including filling the joints with asphalt pad or bitumen meter 58.00 587.70

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

9 kgf / sqcm) Water spout with necessary iron gratting meter 11.00 369.20

Back filling the foundation trenches around the

structures etc with selected excavated stuff including

watering, ramming, compacting etc. complete. (By

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

11 6mm with 3mm thick iron plate in 1:5:10 proportion Nos 4.00 3103.00

concrete block size 40cm x 40cm x 75cm including

painting existing data on the board etc. complete as

Wall Painting (two Coats) with plastic emulsion paint

of approved brand & manufacture on undecorated

wall surface to give an even shade including

throughly brushing the surface free from mortar

dropping & other foreign matter & sand papered

BILL OF QUANITIES

Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 1737 meter & 4633 meter

Bhalada Main Drain

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

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 75 mm

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

m below ground/ road level, all steel parts and

fitments to be 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,

330 mm complete as per clause 811)

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 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 Cement Mortar

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. comp.(Ch.1737

BILL OF QUANITIES

Constructing R.C.C. Box Type Barrel in place of existing VRB @ Ch. 1737 meter & 4633 meter

Bhalada Main Drain

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 structure including providing necessary

drain diversion and all safty measures including red

lamps/ signals at night for traffic etc. comp.(Ch.4633

Rs. One Crore Forty One Lac Twenty Thousand One Hundred Twenty Seven & Ninety Four 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

Executive Engineer Divisional Accoutant

Nadiad Irrigation Division Nadiad Irrigation Division