Constructing RCC Box type Barrel in place of Existing VRB @ Ch.29826’ on Petlad Branch Canal Ex Main Canal(MRBC)(Rasnol to Tranol)

No. figures(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 up to 500m 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 57.00 Cum 1155.90

levelling etc.complete as directed (80% rubble & 20%

coarse sand) including consolidation, watering etc.

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,

3 compaction by vibrator, curing as directed with all 146.00 Cum 3346.00

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 "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. 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 "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. 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

Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.29826 Feet on Petlad Branch

Canal x Main Canal ( MRBC ) (Rasnol to Tranol)

Item Rate in

Description of Item Quantity Unit Amount (Rs.)

No. figures(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

4(c) vibrator, curing as directed with all lead & lift etc 369.00 Cum 4457.00

complete without dewatering and excluding the cost

of steel reinforcement. (B) 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 "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

4(d) vibrator, curing as directed with all lead & lift etc 234.00 Cum 5642.00

complete without dewatering and excluding the cost

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

Solid Slab of Road Bridge / Barrel / Cutoff wall

etc.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. For Kerb / Wearing

coat.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

4(f) vibrator, curing as directed with all lead & lift etc 6.00 Cum 8023.00

complete without dewatering and excluding the cost

of steel reinforcement. For Parapet wall of Road

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

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

Providing and fixing in position pre-moulded asphalt

or bitumen cork board of approved quality and

specifications as per design and drawing.20 mm

BILL OF QUANTITIES

Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.29826 Feet on Petlad Branch

Canal x Main Canal ( MRBC ) (Rasnol to Tranol)

Item Rate in

Description of Item Quantity Unit Amount (Rs.)

No. figures(Rs.)

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

7 including filling the joints with asphalt pad or 60.00 Meter 587.70

bitumen cork board of approved quality.

(Asphalt pad or bitumen cork board will be paid separ

ately) 225 mm WIDE P.V.C. WATER STOP

Providing and filling the polysulphide joint sealent of

the approved make in the expansion and contraction

8 60.00 Meter 181.20

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 11.00 Meter 369.20

as per design

Back filling the foundation trenches around the

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

11 6mm with 3mm thick iron plate in 1:5:10 proportion 2.00 No 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 QUANTITIES

Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.29826 Feet on Petlad Branch

Canal x Main Canal ( MRBC ) (Rasnol to Tranol)

Item Rate in

Description of Item Quantity Unit Amount (Rs.)

No. figures(Rs.)

Type-A,"W": Metal Beam Crash barrier (Providing &

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, 150x75x5 mm spaced 2.0 mtr.

Center to center,1.80 mtr high,1.1 mtr below

13 20.00 Meter 3321.00

road/ground level, all steel parts and fitments to be

galvanized by hot deep process,all fittings will be

confirm to IS:1367 & IS:1364, metal beam rail to be

fixed on the vertical post with a spacer of channel

section 150x75x5 mm, 330 mm long complete as per

clause 811)

Carrying out "Structure Footing load Test" as per

GERI -Vadodara's SOR for the Year 2025-26

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

stuff including stacking of the useful materials etc.

complete as directed. Heavy Reinforcement (Main

bar above 16 mm. dia.)

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 foundation concrete

including sorting out the dismantalled stuff and

16 stacking the useful material, removing the debries 12.00 Cum 1155.20

and making good the damages etc. complete as and

where directed. Cement Concrete

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

18 period of the structure including providing necessary 1.00 455500.00

drain diversion and all safty measures including red

lamps/ signals at night for traffic etc. comp.

BILL OF QUANTITIES

Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.29826 Feet on Petlad Branch

Canal x Main Canal ( MRBC ) (Rasnol to Tranol)

Item Rate in

Description of Item Quantity Unit Amount (Rs.)

No. figures(Rs.)

Providing dron videography on the ocassion of

19 function or for before/on going/ after completion of 1.00 4000.00

construction work as directed by Engineer in charge

Rs. Ninety Nine Lac Thirty Eight Thousand One Hundred Sixty Nine & Eighty Five Paise

Only 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 Put to tender Estimated amount Put to tender

Deduct …………………….% Below Add ……………. % above

In Words In Words

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.

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

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

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

PRC 10/2017 Cement Consumption /16/CDate:11/05/2017 as stated in S.O.R. therefore in R.C.C.

4 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 i.e. 5483.37/MT of input rate mentioned in

all the tender.

Divisional Accountant

Anand Irrigation Division Anand Irrigation Division

Anand Anand

Deputy Executive Engineer

Ode Irrigation Sub Division Executive Engineer

Umreth Anand Irrigation Division

Cement Requirement Statement

Name of Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.29826 Feet on Petlad

Work :- Branch Canal x Main Canal ( MRBC ) (Rasnol to Tranol)

Sr Item cement

Description of Item Qty. Unit ion in

No. No. requirement

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

1 3 centering, scaffolding, compaction by vibrator, 146.00 Cum 4.40

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 "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

2 4(a) directed with all lead & lift etc complete without 234.00 Cum 6.00

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 "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

3 4(b) directed with all lead & lift etc complete without 138.00 Cum 7.60

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

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. (B) For Pier and Abutments /

Wing wall / Head wall / Return wall / Dowel Wall

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

Cement Requirement Statement

Name of Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.29826 Feet on Petlad

Work :- Branch Canal x Main Canal ( MRBC ) (Rasnol to Tranol)

Sr Item cement

Description of Item Qty. Unit ion in

No. No. requirement

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. (E) For Column / Beam / Solid

Slab of Road Bridge / Barrel / Cutoff wall

etc.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,

6 4(e) scaffolding, compaction by vibrator, curing as 26.00 Cum 7.60

directed with all lead & lift etc complete without

dewatering and excluding the cost of steel

reinforcement. For Kerb / Wearing coat.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 lead & lift etc complete without

dewatering and excluding the cost of steel

reinforcement. For Parapet wall of Road Bridge /

Structure. Concrete grade M-25 and MSA -10 to

Total (Bags)

Say (Bags)

Total (MT)

Deputy Exectutive Engineer Exectutive Engineer

Ode Irrigation Sub Division Anand Irrigation Division

Umreth Anand

Steel Requirement Statement

Name of Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.29826

Work :- Feet on Petlad Branch Canal x Main Canal ( MRBC ) (Rasnol to Tranol)

Description of Item Qty. Unit

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

Deputy Exectutive Engineer Exectutive Engineer

Ode Irrigation Sub Division Anand Irrigation Division

Umreth Anand