Constructing R.C.C. Box type VRB @ Ch. 885 Meter on Kathana Minor Ex Dahevan Distributory Ex Borsad Branch Canal Tail (MRBC) (kankapura sim vistar to Bhaida Talavdi sim Vistar)

Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft & hard

1 murrum etc. in dry condition including depositing the excavated stuff in uniform layers in 161.00 Cum 102.40

banks or as and where directed etc. complete for lead up to 500m and all lift. (BY MACHINERY)

Excluding 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 "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 (d) C. C. Nominal Mix, M-15 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 (j) For Wing wall /

Return wall / Head wall / Coping etc. 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,

(3A) scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete without 28.00 Cum 4190.00

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 (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,

(3B) scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete without 35.00 Cum 4651.00

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. (e)

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 (E) For Column / Beam / Solid Slab

of Road Bridge / Barrel / Cutoff wall 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 (D) For Kerb / Wearing coat (n)

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 (F) For Parapet wall of Road

Bridge / Structure (t) 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 drawing for all lead and lifts.TMT / CRS (FE 500 9.20 MT 82019.00

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 110 mm diameter P.V.C..Pipe (6 kgf / sq cm) Water spout with necessary

6 iron grating as per design 3.00 Metre 369.20

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 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.

10 borrow area / village tanks etc. Including conveying, spreading in uniform layers, breaking 39.00 Cum 91.75

clods and dressing to the designed canal section etc. with lead upto 1.5 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

Type-A, "W" :MetalBeamCrashBarrier (Providinganderectinga

"W"metalbeamcrashbarriercomprisingof3mmthickcorrugatedsheet metal beamrail,

70cmabove road/ground level, fixedon ISMCseries

channelverticalpost,150x75x5mmspaced2mcentretocentre,1.8m high,

12 40.00 Metre 3321.00

1.1mbelowground/road level, all steel partsand fitments tobe galvanised by hot dip process,

all fittings to conform to IS:1367 and IS:1364,metalbeamrail

tobefixedontheverticalpostwithaspacerof channel

section150x75x5mm,330mmlongcompleteasperclause 811)

Providing and laying plain / reinforced cement concrete lining of Nominal Mix, M-15, (MSA-20

13 mm) in bed, side slopes and curvature, including mixing, transporting, placing, vibrating, 101.00 Sqmt 369.50

smooth finishing, curing, including dewatering where required. (MANUALLY WITH

CONVENTIONAL MIXER ) 7.5 cm thick lining in bed/slope - with water curing.

Excavation for foundation trenches in all sorts of soil sand clay, hard clay, soft murrum

14 including shoring, strutting and depositing the excavated stuff, refilling the remaining 17.00 m3 311.90

excavated trenches upto G.L. as and where directed within a lead of 50 m. etc. complete as

directed. (For Special situation up to 10 cum) (a) Upto 1.50 m depth

15 Providing and laying burnt brick masonry in foundation ordinary portland cement mortar 1:5 6.00 m3 5040.10

proportion including, curing etc. complete for all leads and lifts. (Conventional Bricks)

16 Providing cement plaster in thickness and proportion as under including, smooth finishing, 25.00 m2 193.20

curing, scaffolding etc. complete for all leads and lifts. ( b ) 12 mm thick.

Providing and fixing in position ( different diameter ) NP2 R.C.C. pipe with collar including

17 10.00 Meter 535.80

filling and caulking the joints with cement mortar 1:1 proportion, finishing to design grade and

level curing etc. complete for all leads and lifts NP-2 class 225 mm dia pipe.

Manufacture, supply and erection of vertical gate consisting gate leaf, stiffeners, rubber seal,

embedded parts as shown in drawings including cost of materials, fabrication, painting,

errection in position with all accessories second stage conmcreting etc. complete as per

drawing and specifications.

Rs.Nineteen Lac thirty Six thousand five hundread Seven & Thirty 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 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. items where there

4 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 Brake Up Amount

Qty Estimated

Item Without GST Plant & Plant &

Item of work but may be Unit Amount (Rs.) Other Other Net Amount

No. Rate (Rs.) Labour Cement Steel Bitumen POL Machinery Labour Cement Steel Bitumen POL Machinery

more or less Material Material

Spares Spares

Excavation for foundation in all sorts of

soil including yellow sandy gravelly soils

1 ,soft & hard murrum etc. in dry condition 161.00 102.40 Cum 16486.40 14.32 0.00 0.00 0.00 45.08 43.00 0.00 2305.52 0.00 0.00 0.00 7257.88 6923.00 0.00

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)

Excluding 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

(2A) work incl. necessary formworks 67.00 3346.00 Cum 224182.00 832.26 1348.83 0.00 0.00 225.02 301.14 638.75 55761.42 90371.61 0.00 0.00 15076.34 20176.38 42796.25

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

(2B) work incl. necessary formworks 3.00 3935.00 Cum 11805.00 835.17 1839.22 0.00 0.00 219.62 318.40 722.59 2505.51 5517.66 0.00 0.00 658.86 955.20 2167.77

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

"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 34.00 3754.00 Cum 127636.00 843.94 1716.65 0.00 0.00 239.14 331.75 622.52 28693.96 58366.10 0.00 0.00 8130.76 11279.50 21165.68

vibrator, curing as directed with all lead &

lift etc complete Without Dewatering and

excluding cost of steel reinforcement (A)

For Foundation concrete / General

purpose (d) C. C. Nominal Mix, M-15

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 (j)

For Wing wall / Return wall / Head wall /

Coping etc. 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,

(3A) compaction by vibrator, curing as directed 28.00 4190.00 Cum 117320.00 996.23 1839.51 0.00 0.00 219.66 405.30 729.30 27894.44 51506.28 0.00 0.00 6150.48 11348.40 20420.40

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 (a) Concrete grade M-15 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,

(3B) compaction by vibrator, curing as directed 35.00 4651.00 Cum 162785.00 998.51 2329.94 0.00 0.00 213.18 409.81 699.56 34947.85 81547.90 0.00 0.00 7461.30 14343.35 24484.60

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. (e) Concrete grade M-25 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 complete without

dewatering and excluding the cost of steel

reinforcement (E) For Column / Beam

/ Solid Slab of Road Bridge / Barrel /

Cutoff wall 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

(3D) formwork, centering, scaffolding, 6.00 5481.00 Cum 32886.00 1457.01 2329.91 0.00 0.00 213.18 499.83 981.07 8742.06 13979.46 0.00 0.00 1279.08 2998.98 5886.42

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 -

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 & Placing in position

4 reinforcement bars including cutting, 9.20 82019.00 MT 754574.80 8275.32 0.00 72814.02 0.00 45.16 884.50 0.00 76132.94 0.00 669888.98 0.00 415.47 8137.40 0.00

bending, welding joints where necessary,

hooking etc. complete as per drawing for

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

Providing and fixing in position pre-

5 moulded asphalt or bitumen cork board of 7.00 1286.50 Sqmt 9005.50 572.61 0.00 0.00 0.00 0.00 11.10 702.79 4008.27 0.00 0.00 0.00 0.00 77.70 4919.53

approved quality and specifications as per

design and drawing 20 mm thickness

Providing and fixing 110 mm diameter

6 P.V.C..Pipe (6 kgf / sq cm) Water spout 3.00 369.20 Metre 1107.60 78.40 0.00 0.00 0.00 0.00 3.18 287.62 235.20 0.00 0.00 0.00 0.00 9.54 862.86

with necessary iron grating as per design

Backfilling the foundation trenches

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

8 0.90m with M.S. angle 40mm x 40mm x 2.00 3103.00 No. 6206.00 628.00 94.85 2176.58 0.00 28.20 52.66 122.71 1256.00 189.70 4353.16 0.00 56.40 105.32 245.42

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 and

9 manufacture on undecorated wall surface 28.00 82.85 Sqmt 2319.80 0.83 0.00 0.00 0.00 0.00 0.00 82.02 23.24 0.00 0.00 0.00 0.00 0.00 2296.56

to give an even shade including throughly

brushing the surface free from mortar

droppings and other foreign matter and

sand papered smooth.

soil, soft & hard murrum excavated from

approved borrow area / village tanks etc.

10 Including conveying, spreading in 39.00 91.75 Cum 3578.25 19.00 0.00 0.00 0.00 37.76 34.99 0.00 741.00 0.00 0.00 0.00 1472.64 1364.61 0.00

uniform layers, breaking clods and

dressing to the designed canal section etc.

with lead upto 1.5 Km and all lift. (For

canals having capacity beyond

Cusec) ( By Machinery )

Compaction for making embankment for

canal by laying in regular layers of 15 cm

in thickness including breaking clods to 39.00 27.70 Cum 1080.30 26.61 0.00 0.00 0.00 0.50 0.59 0.00 1037.79 0.00 0.00 0.00 19.50 23.01 0.00

25 mm size incl. light rolling by suitable

rollers with slight watering to facilitate

rolling and dressing the side slopes etc

Type-A, "W" :MetalBeamCrashBarrier

(Providinganderectinga

"W"metalbeamcrashbarriercomprisingof3

mmthickcorrugatedsheet metal beamrail,

70cmabove road/ground level, fixedon

ISMCseries

channelverticalpost,150x75x5mmspaced

2mcentretocentre,1.8m high,

12 40.00 3321.00 Metre 132840.00 298.89 0.00 0.00 0.00 33.21 49.82 2939.08 11955.60 0.00 0.00 0.00 1328.40 1992.80 117563.20

1.1mbelowground/road level, all steel

partsand fitments tobe galvanised by hot

dip process, all fittings to conform to

IS:1367 and IS:1364,metalbeamrail

tobefixedontheverticalpostwithaspacerof

section150x75x5mm,330mmlongcomple

teasperclause 811)

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 ) 7.5 cm

thick lining in bed/slope - with water

Excavation for foundation trenches in all

sorts of soil sand clay, hard clay, soft

murrum including shoring, strutting and

depositing the excavated stuff, refilling

14 the remaining excavated trenches upto 17.00 311.90 m3 5302.30 309.21 0.00 0.00 0.00 0.00 2.69 0.00 5256.57 0.00 0.00 0.00 0.00 45.73 0.00

G.L. as and where directed within a lead

of 50 m. etc. complete as directed. (For

Special situation up to 10 cum) (a) Upto

1.50 m depth

Providing and laying burnt brick masonry

in foundation ordinary portland cement

15 mortar 1:5 proportion including, curing 6.00 5040.10 m3 30240.60 1510.40 477.65 0.00 0.00 89.57 172.25 2790.23 9062.40 2865.90 0.00 0.00 537.42 1033.50 16741.38

etc. complete for all leads and lifts.

(Conventional Bricks)

Providing cement plaster in thickness and

proportion as under including, smooth

16 finishing, curing, scaffolding etc. 25.00 193.20 m2 4830.00 141.31 41.08 0.00 0.00 2.00 4.44 4.37 3532.75 1027.00 0.00 0.00 50.00 111.00 109.25

complete for all leads and lifts. ( b )

Providing and fixing in position ( different

diameter ) NP2 R.C.C. pipe with collar

including filling and caulking the joints

17 with cement mortar 1:1 proportion, 10.00 535.80 Meter 5358.00 139.42 12.26 0.00 0.00 13.92 18.31 351.89 1394.20 122.60 0.00 0.00 139.20 183.10 3518.90

finishing to design grade and level curing

etc. complete for all leads and lifts NP-2

class 225 mm dia pipe.

Manufacture, supply and erection of

vertical gate consisting gate leaf,

stiffeners, rubber seal, embedded parts as

18 shown in drawings including cost of 1.00 10454.90 No. 10454.90 3627.44 0.00 4037.77 0.00 2.78 32.53 2754.38 3627.44 0.00 4037.77 0.00 2.78 32.53 2754.38

materials, fabrication, painting, errection

in position with all accessories second

stage conmcreting etc. complete as per

drawing and specifications.

Total 1936507.30 Total 359045.44 415882.89 678279.91 0.00 61032.95 105692.73 316573.38

% of Price Adjustment 18.54 21.47 35.03 0.00 3.15 5.46 16.35

Deputy Executive Engineer Executive Engineer

Bhadran Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Cement Requirement Statement

Name of Constructing R.C.C. Box type VRB @ Ch. 885 Meter on Kathana Minor Ex Dahevan Distributory

Ex Borsad Branch Canal Tail (MRBC) (kankapura sim vistar to Bhaida Talavdi sim Vistar)

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, 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 "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 (d) C. C. Nominal

Mix, M-15 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 (j) For Wing wall / Return wall / Head wall / Coping etc. 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,

5 (3A) centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift 28.00 Cum 6

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 (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,

6 (3B) centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift 35.00 Cum 7.6

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. (e) 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 (E)

For Column / Beam / Solid Slab of Road Bridge / Barrel / Cutoff wall 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 (D)

For Kerb / Wearing coat (n) 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 (F)

For Parapet wall of Road Bridge / Structure (t) Concrete grade M-25 and MSA -10 to

Providing and fixing in position 1.80 m high above finished ground level canal data

8 boards of standard size 1.20m x 0.90m with M.S. angle 40mm x 40mm x 6mm with 2.00 No. 0.33

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

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,

10 13 placing, vibrating, smooth finishing, curing, including dewatering where required. 101.00 Sqmt 0.45

(MANUALLY WITH CONVENTIONAL MIXER ) 7.5 cm thick lining in bed/slope - with

water curing.

Providing and laying burnt brick masonry in foundation ordinary portland cement

11 15 mortar 1:5 proportion including, curing etc. complete for all leads and lifts. 6.00 m3 1.56

(Conventional Bricks)

12 16 Providing cement plaster in thickness and proportion as under including, smooth 25.00 m2 0.13

finishing, curing, scaffolding etc. complete for all leads and lifts. ( b ) 12 mm thick.

Providing and fixing in position ( different diameter ) NP2 R.C.C. pipe with collar

13 17 including filling and caulking the joints with cement mortar 1:1 proportion, finishing 10.00 Meter 0.04

to design grade and level curing etc. complete for all leads and lifts NP-2 class

mm dia pipe.

Total (Bags)

Say (Bags)

Total (MT)

Deputy Exectutive Engineer Exectutive Engineer

Bhadran Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Steel Requirement Statement

Constructing R.C.C. Box type VRB @ Ch. 885 Meter on Kathana Minor Ex Dahevan Distributory Ex Borsad Branch Canal Tail

(MRBC) (kankapura sim vistar to Bhaida Talavdi sim Vistar)

Sr No. Item No. Description of Item Qty Unit

Providing & Placing in position reinforcement bars including cutting,

1 4 bending, welding joints where necessary, hooking etc. complete as 9.20 MT

per drawing for all lead and lifts.TMT / CRS (FE 500 D)

Deputy Exectutive Engineer Exectutive Engineer

Bhadran Irrigation Sub Division Anand Irrigation Division

Borsad Anand