Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.214500 Feet (Sarasa to Sarasa sim vistar), Ch.220400 Feet (Mogar to Ramnagar), Ch.228675 Feet, (Vadod to Ramnagar) on Main Canal ( MRBC )

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soils ,soft &

hard murrum etc. in dry condition including

1 depositing the excavated stuff in uniform 4067.00 Cum 107.80

layers in banks or as and where directed etc.

complete for lead up to 500m 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 "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-15 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

BILL OF QAUANTITIES

Name Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.214500’ Feet( Sarasa

of to Sarasa sim vistar), Ch.220400’ Feet ( Mogar to Ramnagar),Ch.228675 Feet ,( Vadod to

Work : Ramnagar) on Main Canal ( MRBC ) .

Description of Item Qty Unit 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, 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

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 Pier and

Abutments/Wing wall/Head wall/Return

wall/Dowel Wall etc.Concrete grade M-20

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,

3(d) scaffolding, compaction by vibrator, curing as 636.00 Cum 6207.00

directed with all lead & lift etc complete

without dewatering and excluding the cost of

steel reinforcement. For Column/Beam/Solid

Slab of Road Bridge /Barrel/Cutoff wall etc.

Concrete grade M-25 and MSA-20 mm

BILL OF QAUANTITIES

Name Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.214500’ Feet( Sarasa

of to Sarasa sim vistar), Ch.220400’ Feet ( Mogar to Ramnagar),Ch.228675 Feet ,( Vadod to

Work : Ramnagar) on Main Canal ( MRBC ) .

Description of Item Qty Unit 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,

3(e) scaffolding, compaction by vibrator, curing as 70.00 Cum 6047.00

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

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,

3(f) scaffolding, compaction by vibrator, curing as 15.00 Cum 8592.00

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 20 mm

Providing & Placing in position reinforcement

bars including cutting, bending, welding joints

4 where necessary, hooking etc. complete as per 128.70 MT 82019.00

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

6 with asphalt pad or bitumen cork board of 158.00 Meter 587.70

quality.(Asphalt pad or bitumen cork board wil

l be paid separately) 225 mm WIDE P.V.C.

WATER STOP

BILL OF QAUANTITIES

Name Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.214500’ Feet( Sarasa

of to Sarasa sim vistar), Ch.220400’ Feet ( Mogar to Ramnagar),Ch.228675 Feet ,( Vadod to

Work : Ramnagar) on Main Canal ( MRBC ) .

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

Providing and filling the polysulphide joint

sealent of the approved make in the expansion

7 158.00 Meter 181.20

and contraction joints in the c.c. lining

including clearing the joints with air water jet.

Providing and fixing 110 mm diameter

8 P.V.C..Pipe (6 kgf / sqcm) Water spout with 33.00 Meter 369.20

necessary iron gratting as per design

Back filling the foundation trenches around

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

Wall Painting (two Coats) with plastic

emulsion paint of approved brand &

manufacture on undecorated wall surface to

11 give an even shade including throughly 318.00 Sqmt 82.85

brushing the surface free from mortar

dropping & other foreign matter & sand

papered smooth .

soil, soft & hard murrum excavated from

approved borrow area / village tanks etc.

Including conveying, spreading in uniform

layers, breaking clods and dressing to the

designed canal section etc. with lead upto

1.500 km and all lift.(For canals having

capacity beyond 300 Cusec) ( By Machinery )

Compaction for making embankment for canal

by laying in regular layers of 15 cm in

thickness including breaking clods to 25 mm

size incl. light rolling by suitable rollers with

slight watering to facilitate rolling and

dressing the side slopes etc.

BILL OF QAUANTITIES

Name Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.214500’ Feet( Sarasa

of to Sarasa sim vistar), Ch.220400’ Feet ( Mogar to Ramnagar),Ch.228675 Feet ,( Vadod to

Work : Ramnagar) on Main Canal ( MRBC ) .

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

Providing WBM road 25 cm thick (in two

layers) including supplying of crussed stone

aggergate 25 to 90 mm & blindage materials

with spreading stone aggregate & blindage

materials to filling in the gapes in metal and

14(a) 344.00 Sqmt 325.70

levelling to camber and gradient with rolling,

watering and consolidation of solling by

suitable road rollers as directed. etc. complete

as directed. (Each layer of 12.50 cm thick)

Providing WBM road 25 cm thick (in two

layers) including supplying of crussed stone

aggergate 25 to 90 mm & blindage materials

with spreading stone aggregate & blindage

materials to filling in the gapes in metal and

14(b) 344.00 Sqmt 329.50

levelling to camber and gradient with rolling,

watering and consolidation of solling by

suitable road rollers as directed. etc. complete

as directed. (Each layer of 12.50 cm thick)

Providing WBM road 25 cm thick (in two

layers) including supplying of crussed stone

aggergate 25 to 90 mm & blindage materials

with spreading stone aggregate & blindage

materials to filling in the gapes in metal and

14(c) 344.00 Sqmt 335.20

levelling to camber and gradient with rolling,

watering and consolidation of solling by

suitable road rollers as directed. etc. complete

as directed. (Each layer of 12.50 cm thick)

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

15 180.00 Meter 3321.00

mtr below 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)

BILL OF QAUANTITIES

Name Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.214500’ Feet( Sarasa

of to Sarasa sim vistar), Ch.220400’ Feet ( Mogar to Ramnagar),Ch.228675 Feet ,( Vadod to

Work : Ramnagar) on Main Canal ( MRBC ) .

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

Providing and laying plain/reinforced cement

concrete lining of Nominal Mix-M 15 (MSA

mm) in bed, side slopes and curvature

including mixing, transporting, placing,

vibrating, smooth finishing, curing including

dewatering where required. (MANUALLY

WITH CONVENTIONAL MIXER) 20 cm thick

lining in bed/slope - with water curing.

Carrying out "Structure Footing load Test" as

17 per GERI -Vadodara's SOR for the Year 2025- 6.00 no. 56486.00

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 stacking the useful material, removing

the debries and making good the damages etc.

complete as and where directed. Cement

Dismantling the existing brick masonry

including sorting out and stacking the useful

20 material and removing the debries and 339.00 Cum 750.90

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

21(a) including providing necessary drain diversion 85.00 meter 6568.00

and all safty measures including red lamps/

signals at night for traffic etc. comp.

Providing temporary all weather and fair

weather diversion suitable for traffic during

the construction period of the structure

21(b) including providing necessary drain diversion 84.00 meter 6980.00

and all safty measures including red lamps/

signals at night for traffic etc.

comp.Ch.220400 ft

BILL OF QAUANTITIES

Name Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.214500’ Feet( Sarasa

of to Sarasa sim vistar), Ch.220400’ Feet ( Mogar to Ramnagar),Ch.228675 Feet ,( Vadod to

Work : Ramnagar) on Main Canal ( MRBC ) .

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

Providing temporary all weather and fair

weather diversion suitable for traffic during

the construction period of the structure

21(c) including providing necessary drain diversion 84.00 meter 6539.00

and all safty measures including red lamps/

signals at night for traffic etc.

comp.Ch.228675 ft

Rs. Three Crore Eighteen Lac Eight Thousand Seven Hundred Sixty Six & Thirty

Paise am/are

I/We Only 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

4 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.

Divisional Accountant

Signature of Deputy Executive Engineer Anand Irrigation Division

contractor Ode Irrigation Sub Division Anand

Cement Requirement Statement

Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.214500’

Feet( Sarasa to Sarasa sim vistar), Ch.220400’ Feet ( Mogar to

Ramnagar),Ch.228675 Feet ,( Vadod to Ramnagar) on Main Canal ( MRBC ) .

Sr Item cement

Description of Item Qty. Unit tion 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

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 "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-15 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,

3 3(a) compaction by vibrator, curing as directed with 183.00 Cum 6.00

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, 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

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,

5 3(c) compaction by vibrator, curing as directed with 846.00 Cum 6.60

all lead & lift etc complete without dewatering

and excluding the cost of steel reinforcement.

For Pier and Abutments/Wing wall/Head

wall/Return wall/Dowel Wall etc.Concrete

grade M-20 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,

6 3(d) compaction by vibrator, curing as directed with 636.00 Cum 7.60

all lead & lift etc complete without dewatering

and excluding the cost of steel reinforcement.

For Column/Beam/Solid Slab of Road Bridge

/Barrel/Cutoff wall etc. Concrete grade M-25

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 Kerb / Wearing coat.Concrete grade M-25

and MSA -10 to 20mm

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 Parapet wall of Road Bridge/Structure.

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

Total (Bags)

Say (Bags)

Total (MT)

Deputy Exectutive Engineer Exectutive Engineer

Ode Irrigation Sub Division Anand Irrigation Division

Umreth Anand

Steel Requirement Statement

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

Name of Ch.214500’ Feet( Sarasa to Sarasa sim vistar), Ch.220400’ Feet ( Mogar to

Work :- Ramnagar),Ch.228675 Feet ,( Vadod to Ramnagar) on Main Canal ( MRBC

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 / CRS (FE 500 D)

Deputy Exectutive Engineer Exectutive Engineer

Ode Irrigation Sub Division Anand Irrigation Division

Umreth Anand

Recapulation Sheet

Constructing R.C.C. Box Type Barrel In Place of Existing VRB @ Ch.214500’ Feet( Sarasa to Sarasa sim vistar), Ch.220400’ Feet ( Mogar to Ramnagar),Ch.228675 Feet ,( Vadod to Ramnagar) on Main Canal (

Sr No Item Total Qty Rate Per Amount (RS)

Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft & hard murrum etc. in dry condition including

1 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 1370.00 1367.00 1330.00 4067.00 107.80 Cum

MACHINERY)Including dewatering.

CGSOR (WRD) Year 2023-24 Item No: S-1-(A)-(b)-b -Page No.-26

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed aggregate by mass and machine mix

2 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.C. C. Nominal Mix, M-10 and MSA-40 mm 271.00 267.00 267.00 805.00 3346.00 Cum

CGSOR (WRD) Year 2023-24 Item No: S-3-(A)-a-Page No.-27

(d) C. C. Nominal Mix, M-15 and MSA-40 mm 141.00 137.00 137.00 415.00 3754.00 Cum

CGSOR (WRD) Year 2023-24 Item No: S-3-(A)-d-Page No.-27

Providing & Laying in position with Batchmix Plant & Transit Mixer "DESIGN MIX" cement concrete using cement sand and crushed

3 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.

(A) For Footing of column / Abutment / Pier / Bottom slab of barrel / Plinth course / Coping / Approach Slab etc.Concrete grade M-15

and MSA-20 mm

(A) For Footing of column / Abutment / Pier / Bottom slab of barrel / Plinth course / Coping / Approach Slab etc.(e) Concrete grade M-25

and MSA-20 mm

(B) For Pier and Abutments / Wing wall / Head wall / Return wall / Dowel Wall etc.Concrete grade M-20 and MSA-20 mm 282.00 282.00 282.00 846.00 5377.00 Cum

(E) For Column / Beam / Solid Slab of Road Bridge /

Barrel / Cutoff wall etc.(q) Concrete grade M-25 and MSA-20 mm

(D) For Kerb / Wearing coat.Concrete grade M-25 and MSA -10 to 20mm 24.00 23.00 23.00 70.00 6047.00 Cum

(F) For Parapet wall of Road Bridge / Structure.(t) Concrete grade M-25 and MSA -10 to 20 mm 5.00 5.00 5.00 15.00 8592.00 Cum

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 500 D)

CGSOR (WRD) Year 2023-24 Item No: S-6-(A)--Page No.-30

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

CGSOR (WRD) Year 2023-24 Item No: S-31-b--Page No.-34

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. 54.00 52.00 52.00 158.00 587.70 Meter

(Asphalt pad or bitumen cork board will be paid separately) 225 mm WIDE P.V.C. WATER STOP

CGSOR (WRD) Year 2023-24 Item No: S-30-a--Page No.-33

Sr No Item Total Qty Rate Per Amount (RS)

Providing and filling the polysulphide joint sealent of the approved make in the expansion and contraction joints in the c.c. lining including

8 54.00 52.00 52.00 158.00 181.20 Meter

clearing the joints with air water jet.

CGSOR (WRD) Year 2023-24 Item No: L-26-Page No.-24

9 Providing and fixing 110 mm diameter P.V.C..Pipe (6 kgf / sqcm) Water spout with necessary iron gratting as per design 11.00 11.00 11.00 33.00 369.20 Meter

CGSOR (WRD) Year 2023-24 Item No: S-23-c--Page No.-33

complete. (By Machinery)

CGSOR (WRD) Year 2023-24 Item No: S-2-(B)-(a)-Page No.-27

Item No:10

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.

11 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 2.00 2.00 2.00 6.00 3103.00 No.

existing data on the board etc. complete as directed.

CGSOR (WRD) Year 2023-24 Item No: E-20---Page No.-10

Item No:11

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 smooth .

( R & B Anand Dist SOR 2024-25 Page - 149,It Code No.18031, It.No.18.57)

Item No:12

13 conveying, spreading in uniform layers, breaking clods and dressing to the designed canal section etc. with lead upto 1.500 km and all 130.00 130.00 130.00 390.00 91.75 Cum

lift.(For canals having capacity beyond 300 Cusec) ( By Machinery )

CGSOR (WRD) Year 2023-24 Item No: E-12---Page No.-9& Lead Chart Pg. No.

Item No:13

Compaction for making embankment for canal by laying in regular layers of 15 cm in thickness including breaking clods to 25 mm size

incl. light rolling by suitable rollers with slight watering to facilitate rolling and dressing the side slopes etc.

CGSOR (WRD) Year 2023-24 Item No: E-26-A--Page No.-10

Item No:14(a) Ch.214500 ft

Providing WBM road 25 cm thick (in two layers) including supplying of crussed stone aggergate 25 to 90 mm & blindage materials with

spreading stone aggregate & blindage materials to filling in the gapes in metal and levelling to camber and gradient with rolling, watering 344.00 0.00 344.00 325.70 Sqmt

and consolidation of solling by suitable road rollers as directed. etc. complete as directed. (Each layer of 12.50 cm thick)

Item No:14(b) Ch.220400 ft

Providing WBM road 25 cm thick (in two layers) including supplying of crussed stone aggergate 25 to 90 mm & blindage materials with

spreading stone aggregate & blindage materials to filling in the gapes in metal and levelling to camber and gradient with rolling, watering 0.00 344.00 344.00 329.50 Sqmt

and consolidation of solling by suitable road rollers as directed. etc. complete as directed. (Each layer of 12.50 cm thick)

Rate Analysis

Sr No Item Total Qty Rate Per Amount (RS)

Item No:14(c ) Ch.2228675 ft

Providing WBM road 25 cm thick (in two layers) including supplying of crussed stone aggergate 25 to 90 mm & blindage materials with

spreading stone aggregate & blindage materials to filling in the gapes in metal and levelling to camber and gradient with rolling, watering 0.00 0.00 344.00 344.00 335.20 Sqmt

and consolidation of solling by suitable road rollers as directed. etc. complete as directed. (Each layer of 12.50 cm thick)

Item No:15

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 road/ground level, all steel parts and fitments to be galvanized by hot deep process,all fittings will be 60.00 60.00 60.00 180.00 3321.00 Meter

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)

NH Division, Vadodara's SOR 2023-24 It No.8.23 (A) Pg. No.54

Item No:16

Providing and laying plain/reinforced cement concrete lining of Nominal Mix-M 15 (MSA 20 mm) in bed, side slopes and curvature

including mixing, transporting, placing, vibrating, smooth finishing, curing including dewatering where required.(MANUALLY WITH 249.00 240.00 240.00 729.00 808.90 Sqmt

CONVENTIONAL MIXER) 20 cm thick lining in bed/slope - with water curing.

CGSOR (WRD) Year 2023-24 Item No: L-19-E- Page No.-23

Item No:17

18 Carrying out "Structure Footing load Test" as per GERI -Vadodara's SOR for the Year 2025-26 2.00 2.00 2.00 6.00 56486.00 no.

GERI-Vadodara's SOR-Year-2025-26. Pg. No.-2 @ Sr.No.34 (Gove. Rate)

Item No.-18

Dismantling the R.C.C. work and disposing off the stuff including stacking of the useful materials etc. complete as directed.(b) Heavy

Reinforcement ( Main bar above 16 mm. dia.)

(b) Light Reinforcement ( Main bar upto 16 mm. dia.) 14.00 14.00 14.00 42.00 1732.80 Cum

CGSOR(WRD) Year 2023-24 Pg. - 1 , It. No.A-4(b) )

Item No.-19

Dismantling the existing foundation concrete including sorting out the dismantalled stuff and stacking the useful material, removing the

debries and making good the damages etc. complete as and where directed. Cement Concrete

CGSOR(WRD)SOR Year 2023-24 Pg. - 1 , It. No.A-3)

Item No.-20

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

CGSOR(WRD)SOR Year 2023-24 Pg. - 1 , It. No.A-2)

Item No.-21(a) Ch.214500 ft

Providing temporary all weather and fair weather diversion suitable for traffic during the construction period of the structure including

85.00 0.00 0.00 85.00 6568.00 meter

providing necessary drain diversion and all safty measures including red lamps/ signals at night for traffic etc. comp.

Item No.-21(b) Ch.220400 ft

Providing temporary all weather and fair weather diversion suitable for traffic during the construction period of the structure including

0.00 84.00 0.00 84.00 6980.00 meter

providing necessary drain diversion and all safty measures including red lamps/ signals at night for traffic etc. comp.

(Rate as per Rate Analysis attached)

Item No.-21(c ) Ch.228675 ft

Providing temporary all weather and fair weather diversion suitable for traffic during the construction period of the structure including

0.00 0.00 84.00 84.00 6539.00 meter

providing necessary drain diversion and all safty measures including red lamps/ signals at night for traffic etc. comp.

(Rate as per Rate Analysis attached)

Total RS