Constructing New Box Type VRB @ Ch.110 m & Ch.2375m On Badalpur Sub Minor Ex Kathana Minor Canal

Dismantling the C.C lining including

diposing off the dismantalled materials

1 as directed etc. complete. (A) 7.50 CM 103.80 Sq.mt 86.50

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

2 in uniform layers in banks or as and 622.00 Cum 107.80

where directed etc complete for lead upto

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.(A) For Foundation

concrete / General purpose.-(a) 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.(A) For Foundation

concrete / General purpose.-(c) C.C

Nominal Mix, 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

4 complete without dewatering and 131.00 Cum 4190.00

excluding the cost of steel reinforcement.

(A) For Footing of

column/Abutment/Pier/Bottom slab of

barrel/Plinth course/Coping etc- (a)

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.

-(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.

-(F) For Parapet wall of Road Bridge /

Structure.- (t)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 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

Providing & Placing in position

reinforcement bars including cutting,

bending, welding joints where necessary,

6 hooking etc. complete as per drawing for 13.19 MT 82019.00

all lead and lifts. (B) TMT / CRS (FE

Backfilling the foundation trenches

7 excavated stuff including watering, 39.00 Cum 36.90

ramming, compacting etc. complete. (By

Machinery)

Providing and Fixing in Position PVC

Heacy Duty Water Stops in barrels,

troughs and wing walls with 25mm wide

expansion joint as shown in drawing

including filling the joints with asphalt

8 22.00 Meter 587.70

pad or bitumen cork board of approved

quality (Asphalt Pad or Bitumen Cork

Board Will Be Paid Separately) (A)

mm WIDE PVC WATER STOP

Providing and Filling the polysulphide

joint sealent of the approved make in the

9 expansion and contraction joints in the 97.00 Meter 181.20

CC Lining including clearing the joints

with air water jet

Wall painting (two coats) with plastic

emulsion paint of approved brand and

manufacture on undecorated wall

surface to give an even shade including

throughly brushing the surface free from

mortar droppings and other foreign

matter and sand papered smooth.

Carrying Out "Structure Footing Load

Test" as per GERI- Vadodara's SOR for

11 the year 2025-26 (SOR available on 2.00 No 56486.00

GERI web site )

Providing and laying 100 mm thick

granular sub base in required layer by

providing coarse graded materials

Grading-I using B.T. M.C. Metal 26.5mm

to 9.50mm @ 35% , aggregate 9.50 to

2.36mm @ 45% and Stone dust @ 40%

12 as per Table 400-2 of MORT&H 126.00 Cum 1655.75

gradation including conveying the

materials at site of work, mixing &

spreading in to grade and camber,

watering & consolidating at OMC with

vibratory roller including the cost of

material, labours etc. complete.

Providing and laying 100 mm thick

Compacted WBM (Using loose volume,

MCBT metal size 45 to 90 mm size) (1.21

Cmt.B.T. Grit 11.2 mm size 0.18 cmt,

Stone dust 0.09 Cmt per Total 1 Cmt of

Compacted volume) including spreading

in uniform thickness, hand packing,

13 rolling with vibratory roller 80 -100 kN 63.00 Cum 2181.27

static wt. to proper grade and camber,

applying and brooming, stone screening/

binding materials to fill-up the

interstices of course aggregate watering

and compacting etc. complete as per

Specification.

Providing and laying 75 mm thick

Compacted WBM ( Using loose volume,

MCBT metal size 45 to 63 mm size) (1.21

Cmt.B.T. Grit 11.2 mm size 0.18 cmt,

Stone dust 0.09 Cmt per Total 1 Cmt of

Compacted volume) including spreading

in uniform thickness,hand packing,

14 rolling with vibratory roller 80 -100 kN 63.00 Cum 2068.82

static wt. to proper grade and camber,

applying and brooming, stone screening/

binding materials to fill-up the

interstices of course aggregate watering

and compacting etc. complete as per

Specification.

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

CONVENTIONAL MIXER ) (E) 20 cm

thick lining in bed /slope - with water

Rs. Fourty One lacs Seventy Eight thousand Seventy Five & Twenty Three Paise Only

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

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

4 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 Divisional Accountant

Bhadran Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Price Adjustment Statement

Brake up of Rate Brack Up Amount

Without GST Plant & Plant &

Item No. Item of work but may Unit Amount (Rs.)

Rate (Rs.) Labour Cement Steel Bitumen POL Machinery Other Material Labour Cement Steel Bitumen POL Machinery Other Material

Spares Spares

Dismantling the C.C lining including diposing

1 off the dismantalled materials as directed 103.80 86.50 Sq.mt 8978.70 85.02 0.00 0.00 0.00 0.00 1.48 0.00 8825.08 0.00 0.00 0.00 0.00 153.62

etc. complete. (A) 7.50 CM THICK

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soils, soft &

hard murrum etc in dry condition including

2 depositing the excavated stuff in uniform 622.00 107.80 Cum 67051.60 15.03 0.00 0.00 0.00 47.67 45.10 0.00 9348.66 0.00 0.00 0.00 29650.74 28052.20

layers in banks or as and where directed etc

complete for lead upto 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,

3(a) compaction by vibrator, curing as directed 181.00 3346.00 Cum 605626.00 832.26 1348.83 0.00 0.00 225.02 301.14 638.75 150639.06 244138.23 0.00 0.00 40728.62 54506.34

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 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,

3(b) compaction by vibrator, curing as directed 84.00 3935.00 Cum 330540.00 835.17 1839.22 0.00 0.00 219.62 318.40 722.59 70154.28 154494.48 0.00 0.00 18448.08 26745.60

with all lead & lift etc complete Without

Dewatering and excluding cost of steel

reinforcement.(A) For Foundation concrete /

General purpose.-(c) C.C Nominal Mix, 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. (A)

For Footing of

column/Abutment/Pier/Bottom slab of

barrel/Plinth course/Coping etc- (a) 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

5(a) vibrator, curing as directed with all lead & lift 121.00 5642.00 Cum 682682.00 1536.00 2330.14 0.00 0.00 213.19 499.89 1062.78 185856.00 281946.94 0.00 0.00 25795.99 60486.69

etc 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.-

(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

5(b) vibrator, curing as directed with all lead & lift 3.00 8023.00 Cum 24069.00 2735.52 2330.24 0.00 0.00 212.89 750.65 1993.70 8206.56 6990.72 0.00 0.00 638.67 2251.95

etc complete without dewatering and

excluding the cost of steel reinforcement. -

(F) For Parapet wall of Road Bridge /

Structure.- (t)Concrete Grade M-25 and MSA-

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 & Placing in position

reinforcement bars including cutting,

6 bending, welding joints where necessary, 13.19 82019.00 MT 1081830.61 8275.32 0.00 72814.02 0.00 45.16 884.50 0.00 109151.47 0.00 960416.92 0.00 595.66 11666.56

hooking etc. complete as per drawing for all

lead and lifts. (B) TMT / CRS (FE 500D)

Backfilling the foundation trenches around

stuff including watering, ramming,

compacting etc. complete. (By Machinery)

Providing and Fixing in Position PVC Heacy

Duty Water Stops in barrels, troughs and

wing walls with 25mm wide expansion joint

as shown in drawing including filling the

8 22.00 587.70 Meter 12929.40 71.58 0.00 0.00 0.00 0.00 5.07 511.05 1574.76 0.00 0.00 0.00 0.00 111.54

joints with asphalt pad or bitumen cork

board of approved quality (Asphalt Pad or

Bitumen Cork Board Will Be Paid Separately)

(A) 225 mm WIDE PVC WATER STOP

Providing and Filling the polysulphide joint

sealent of the approved make in the

9 expansion and contraction joints in the CC 97.00 181.20 Meter 17576.40 30.20 0.00 0.00 0.00 0.00 0.00 151.00 2929.40 0.00 0.00 0.00 0.00 0.00

Lining including clearing the joints with air

Wall painting (two coats) with plastic

emulsion paint of approved brand and

manufacture on undecorated wall surface to

10 give an even shade including throughly 29.00 82.85 Sq.mt 2402.65 0.83 0.00 0.00 0.00 0.00 0.00 82.02 24.07 0.00 0.00 0.00 0.00 0.00

brushing the surface free from mortar

droppings and other foreign matter and sand

papered smooth.

Carrying Out "Structure Footing Load Test"

11 as per GERI- Vadodara's SOR for the year 2.00 56486.00 No 112972.00 2824.30 0.00 0.00 0.00 0.00 14121.50 39540.20 5648.60 0.00 0.00 0.00 0.00 28243.00

2025-26 (SOR available on GERI web site )

Providing and laying 100 mm thick

granular sub base in required layer by

providing coarse graded materials

Grading-I using B.T. M.C. Metal 26.5mm

to 9.50mm @ 35% , aggregate 9.50 to

2.36mm @ 45% and Stone dust @ 40%

as per Table 400-2 of MORT&H

12 gradation including conveying the 126.00 1655.75 Cum 208624.50 516.10 0.00 0.00 0.00 377.67 298.36 463.62 65028.60 0.00 0.00 0.00 47586.42 37593.36

materials at site of work, mixing &

spreading in to grade and camber,

watering & consolidating at OMC with

vibratory roller including the cost of

material, labours etc. complete.

Providing and laying 100 mm thick

Compacted WBM (Using loose volume,

MCBT metal size 45 to 90 mm size)

(1.21 Cmt.B.T. Grit 11.2 mm size

cmt, Stone dust 0.09 Cmt per Total

Cmt of Compacted volume) including

spreading in uniform thickness, hand

13 packing, rolling with vibratory roller 80 - 63.00 2181.27 Cum 137420.01 588.08 0.00 0.00 0.00 558.40 445.63 589.16 37049.04 0.00 0.00 0.00 35179.20 28074.69

100 kN static wt. to proper grade and

camber, applying and brooming, stone

screening/ binding materials to fill-up

the interstices of course aggregate

watering and compacting etc. complete

as per Specification.

Providing and laying 75 mm thick

Compacted WBM ( Using loose volume,

MCBT metal size 45 to 63 mm size)

(1.21 Cmt.B.T. Grit 11.2 mm size

cmt, Stone dust 0.09 Cmt per Total

Cmt of Compacted volume) including

spreading in uniform thickness,hand

14 packing, rolling with vibratory roller 80 - 63.00 2068.82 Cum 130335.66 556.31 0.00 0.00 0.00 529.20 422.03 561.28 35047.53 0.00 0.00 0.00 33339.60 26587.89

100 kN static wt. to proper grade and

camber, applying and brooming, stone

screening/ binding materials to fill-up

the interstices of course aggregate

watering and compacting etc. complete

as per Specification.

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,

15 placing, vibrating, smooth finishing, curing, 104.00 808.90 Sq.mt 84125.60 198.82 367.92 0.00 0.00 45.69 70.41 126.06 20677.28 38263.68 0.00 0.00 4751.76 7322.64

including dewatering where required.

(MANUALLY WITH CONVENTIONAL MIXER )

(E) 20 cm thick lining in bed /slope - with

water curing.

Total 4178075.23 Total 872921.58 1018067.88 960416.93 0.00 270749.95 376555.09

% of Price Adjustment 20.89 24.37 22.99 0.00 6.48 9.01

Deputy Executive Engineer Executive Engineer

Bhadran Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Net Amount

Cement Requirement Statement

consum Total cement

Description of Item Qty. Unit ption in requirement

bags per (in bags)

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,

1 3(a) scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without 181.00 Cum 4.40

Dewatering and excluding cost of steel reinforcement.(A) For Foundation concrete / General purpose.-

(a) 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,

2 3(b) scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without 84.00 Cum 6.00

Dewatering and excluding cost of steel reinforcement.(A) For Foundation concrete / General purpose.-

(c) C.C Nominal Mix, 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. (A) For Footing of column/Abutment/Pier/Bottom slab of

barrel/Plinth course/Coping etc- (a) 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,

4 5(a) compaction by vibrator, curing as directed with all lead & lift etc complete without dewatering and 121.00 Cum 7.60

excluding the 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,

5(b) compaction by vibrator, curing as directed with all lead & lift etc complete without dewatering and 3.00 Cum 7.60

excluding the cost of steel reinforcement. -(F) For Parapet wall of Road Bridge / Structure.- (t)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,

5( c ) compaction by vibrator, curing as directed with all lead & lift etc complete without dewatering and 22.00 Cum 7.60

excluding the cost of steel reinforcement. -(D) For Kerb/Wearing Coat.- (n) Concrete grade M-25 and

MSA - 10 to 20mm

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 CONVENTIONAL MIXER ) (E) 20 cm thick

lining in bed /slope - with water curing.

Total (Bags)

Say (Bags)

Total (MT)

Deputy Exectutive Engineer Exectutive Engineer

Bhadran Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Steel Requirement Statement

Sr No. Item No. Description of Item Qty Unit

Providing & Placing in position reinforcement bars including cutting, bending,

1 6 welding joints where necessary, hooking etc. complete as per drawing for all lead 13.19 MT

and lifts. (B) TMT / CRS (FE 500D)

Total 13.19 MT

Deputy Exectutive Engineer Exectutive Engineer

Bhadran Irrigation Sub Division Anand Irrigation Division

Borsad Anand