Modernization of Petlad Branch by Providing C.C.Lining Between ch.4650 mt to 13867 mt under Jurisdiction of ode Irrigation Sub Division, Umreth (Package-02)

Name of Work :- Surasamal main Drain near village Chalali

No. Sub Estimate Sub. Estimate-NO

Rate Unit Gross Amount

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

1 layers in banks or as and where directed 1501.00 1501.00 88.90 CM

etc. complete for lead upto 500 m and all lift.

(BY MACHINERY) - Including

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,

2 compaction by vibrator, curing as directed

with all lead & lift etc complete Without 118.00 118.00 3202.50 CM

Dewatering and excluding cost of steel

reinforcement. For Foundation concrete /

General purpose.C. C. Nominal Mix, M-10

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

3 with all lead & lift etc complete without

dewatering and excluding the cost of steel 569.00 569.00 4061.00 CM

reinforcement.For Footing of column /

Abutment / Pier / Bottom slab of barrel /

Plinth course / Coping etc.Concrete grade

M-15 and MSA-20 mm

Recapitulation Sheet

Construction of Box V.R.B @ ch.10122 mtr on

Name of Work :- Surasamal main Drain near village Chalali

No. Sub Estimate Sub. Estimate-NO

Rate Unit Gross Amount

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

4 with all lead & lift etc complete without

dewatering and excluding the cost of steel 231.00 231.00 5281.00 CM

reinforcement.For Column / Beam / Solid

Slab of Road Bridge / Barrel / Cutoff wall /

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 Weigh batching and mixing

including necessary formwork, centering,

scaffolding, compaction by vibrator, curing

5 as directed with all lead & lift etc complete 14.00 14.00 5155.00 CM

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 "DESIGN

MIX" cement concrete using cement sand

and crushed aggregate for C.C./ R.C.C

work by Weigh batching and mixing

including necessary formwork, centering,

6 scaffolding, compaction by vibrator, curing

as directed with all lead & lift etc complete 4.00 4.00 7431.00 CM

without dewatering and excluding the cost

of steel reinforcement.For Perapet wall of

Road Bridge / Structure.Concrete grade M-

25 and MSA -10 to 20 mm

Recapitulation Sheet

Construction of Box V.R.B @ ch.10122 mtr on

Name of Work :- Surasamal main Drain near village Chalali

No. Sub Estimate Sub. Estimate-NO

Rate Unit Gross Amount

Providing & Placing in position

reinforcement bars including cutting,

7 bending, welding joints where necessary, 24.90 24.90 80569.50 MT

hooking etc. complete as per drawing for all

lead and lifts. TMT / CRS

Providing and fixing in position pre-moulded

8 asphalt or bitumen cork board of approved

quality and specifications as per design and 6.00 6.00 1371.00 Sq.mt

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

9 the joints with asphalt pad or bitumen cork 41.00 41.00 670.70 meter

board of approved quality. (Asphalt pad or

bitumen cork board will be paid

seperatly)225 mm WIDE P.V.C. WATER

Providing and filling the polysulphide joint

sealent of the approved make in the

10 expansion and contraction joints in the c.c.

lining including clearing the joints with air

Providing and fixing 110 mm diameter

11 P.V.C..Pipe (6 kgf / sqcm) Water spout with 6.00 6.00 395.00 meter

necessary iron gratting as per design

Back filling the foundation trenches around

12 the structures etc with selected excavated

stuff including watering, ramming, 628.00 628.00 25.30 CM

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

13 M.S. angle 40mm x 40mm x 6mm with 3mm

thick iron plate in 1:5:10 proportion concrete 1.00 1.00 3031.50 Nos

block size 40cm x 40cm x 75cm including

painting existing data on the board etc.

complete as directed.

Recapitulation Sheet

Construction of Box V.R.B @ ch.10122 mtr on

Name of Work :- Surasamal main Drain near village Chalali

No. Sub Estimate Sub. Estimate-NO

Rate Unit Gross Amount

Wall Painting (two Coats) with plastic

emulsion paint of approved brand &

manufacture on undecorated wall surface to

14 give an even shade including throughly 82.00 82.00 52.60 Sq.mt

brushing the surface free from mortar

dropping & other foreign matter & sand

papered smooth .

Supplying and laying mechanically

wovendouble twisated Hexagonal Zn+ PVC

coated boxwire mesh gabions Size 1m x 1m

x 0.50m filledwith 15 to 40 kg. trap rubble

stone (approximate 0.75) tone with mesh

15 size 10x12 cm includingpacking, interlocking

of stones & fusing top of gabion & tying to 188.00 188.00 1533.00 Nos

each other & laying to therequired line, level

slope with all leads & lifts as directed etc.

comp. (Considering lead of 45 km for rubble

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

mm x 5 mm spaced 2 m centre to centre,

16 1.8 m high, 1.1 m below ground/ road level,

all steel parts and fitments to be galvanised 40.00 40.00 3421.88 meter

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)

Recapitulation Sheet

Construction of Box V.R.B @ ch.10122 mtr on

Name of Work :- Surasamal main Drain near village Chalali

No. Sub Estimate Sub. Estimate-NO

Rate Unit Gross Amount

Dismantling the R.C.C. work and disposing

off the stuff including stacking of the useful

17 materials etc. complete as directed.Light 43.00 43.00 1223.90 CM

Reinforcement ( Main bar upto 16 mm. dia. )

Dismantling the existing brick masonry

including sorting out and stacking the useful

18 material and removing the debries and

making good the damages etc. complete as 93.00 93.00 530.30 CM

directed. In Cement Mortar

Providing temporary all weather and fair

weather diversion suitable for traffic during

the construction period of the structure

19 including providing necessary drain

diversion and all safty measures including

red lamps/ signals at night for traffic etc.

Executive Engineer Deputy Executive Engineer

Nadiad Irrigation Division Drainage Sub-Division

Name of Constructing R.C.C.Box Type Barrel in place of existing VRB on Varios Chainage of Pariaj & Gada Sinjivada Main Drain (4 Nos)

Item No. Item of work Unit Qty Rate (Rs.)

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

1 & hard murrum etc. in dry condition including depositing the excavated stuff in CM 1501.00 88.90 78.23

uniform layers in banks or as and where directed etc. complete for lead upto 500 m

and all lift. (BY MACHINERY) - Including dewatering.

2 CM Err:509 Err:509 Err:509 Err:509

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

3 lead & lift etc complete Without Dewatering and excluding cost of steel CM 118.00 3202.50 2818.20

reinforcement. For Foundation concrete / General purpose.C. C. Nominal Mix, M-10

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

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

Column / Beam / Solid Slab of Road Bridge / Barrel / Cutoff wall / 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 Weigh batching and mixing 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

Name of Constructing R.C.C.Box Type Barrel in place of existing VRB on Varios Chainage of Pariaj & Gada Sinjivada Main Drain (4 Nos)

Item No. Item of work Unit Qty Rate (Rs.)

Providing & Laying in position "DESIGN MIX" cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by Weigh batching and mixing including

necessary formwork, centering, scaffolding, compaction by vibrator, curing as

4d directed with all lead & lift etc complete without dewatering and excluding the cost CM 4.00 7431.00 6539.28

of steel reinforcement.For Perapet wall of Road Bridge / Structure.Concrete grade M-

25 and MSA -10 to 20 mm

5 Err:509 meter Err:509 Err:509 Err:509 Err:509

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

6 joints where necessary, hooking etc. complete as per drawing for all lead and lifts. MT 24.90 80569.50 70901.16

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

8 joints with asphalt pad or bitumen cork board of approved quality. (Asphalt pad or meter 41.00 670.70 590.22

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

9 expansion and contraction joints in the c.c. lining including clearing the joints with air meter 81.00 144.30 126.98

Back filling the foundation trenches around the structures etc with selected

10 excavated stuff including watering, ramming, compacting etc. complete. (By CM 628.00 25.30 22.26

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

11 3mm thick iron plate in 1:5:10 proportion concrete block size 40cm x 40cm x 75cm Nos 1.00 3031.50 2667.72

including painting existing data on the board etc. complete as directed.

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 .

13 Err:509 Nos Err:509 Err:509 Err:509 Err:509

Name of Constructing R.C.C.Box Type Barrel in place of existing VRB on Varios Chainage of Pariaj & Gada Sinjivada Main Drain (4 Nos)

Item No. Item of work Unit Qty Rate (Rs.)

Providing and fixing 110 mm diameter P.V.C..Pipe (6 kgf / sqcm) Water spout with

necessary iron gratting as per design

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

mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 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)

Dismantling the R.C.C. work and disposing off the stuff including stacking of the useful

16 materials etc. complete as directed.Light Reinforcement ( Main bar upto 16 mm. dia. ) CM 43.00 1223.90 1077.03

Dismantling the existing brick masonry including sorting out and stacking the useful

17 material and removing the debries and making good the damages etc. complete as CM 93.00 530.30 466.66

directed. In Cement Mortar

18 Err:509 meter Err:509 Err:509 Err:509 Err:509

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.

19b Err:509 meter Err:509 Err:509 Err:509 Err:509

19c Err:509 meter Err:509 Err:509 Err:509 Err:509

19d Err:509 meter Err:509 Err:509 Err:509 Err:509

Total W/O GST Err:509

Executive Engineer Deputy Executive Engineer

Nadiad Irrigation Division Drainage Sub-Division

BILL OF QAUANTITIES

Name of Modernization of Petlad Branch by Providing C.C Lining Between Ch.4650 mt to 13867 mt Under jurisdiction of Ode Irrigation Sub Division,

Work : Umreth (Package -02)

No. Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

Clearing the shrubs, like akadas, weeds and other vegetables including depositing the

1 same outside and burning etc. complete from canal bed,top and both slopes of the banks, 5.03 Km 11552.000

for canal with discharge. For Canals Above - 250 Cusecs.

Clearing the silt from the CANAL BED / SLOPE by digging the same to the required bed

level and gradient including depositing the excavated earth regularly in spoil bank for

2 utilizing the same preparing the banks after breaking clods as and where directed for lead 37083.00 Cum 57.100

upto 50 m. and all lifts. (BY MACHINERY)

Dismentalling the brick pitching including sorting out and stacking of the usefull

materials on site including removing the rubbish etc. complete as directed. - 12 cm thick

Dismantling the existing brick masonry including sorting out and stacking the useful

4 material and removing the debries and making good the damages etc. complete as 34.80 Cum 750.900

directed. In Cement Mortar

Earth work in embankment using selected soil, soft & hard murrum excavated from

approved borrow area / village tanks etc. Including conveying, spreading in uniform

5 layers, breaking clods and dressing to the designed canal section etc. with lead upto 500 1311.20 Cum 77.200

m 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

6 thickness including breaking clods to 25 mm size incl. light rolling by suitable rollers with 1883.00 Cum 27.700

slight watering to facilate rolling and dressing the side slopes etc.

Providing and laying plain/reinforced cement concrete lining of M 15 (MSA 20 mm) in bed,

side slopes and curvature including batching, mixing, transporting, placing, vibrating,

7 smooth finishing, curing including dewatering where required. (MACHINERY BASED By 62941.00 Sqmt 471.500

Batchmix Plant & Transit Mixer - WITH PAVER WATER CURING) 10 cm thick lining in

BILL OF QAUANTITIES

Name of Modernization of Petlad Branch by Providing C.C Lining Between Ch.4650 mt to 13867 mt Under jurisdiction of Ode Irrigation Sub Division,

Work : Umreth (Package -02)

No. Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

Providing and laying plain/reinforced cement concrete lining of M 15 (MSA 20 mm) in bed,

side slopes and curvature including batching, mixing, transporting, placing, vibrating,

8 smooth finishing, curing including dewatering where required. (MACHINERY BASED By 41458.00 Sqmt 484.900

Batchmix Plant & Transit Mixer - WITH PAVER MEMBRANE CURING) 10 cm thick lining

Providing groove and filling expansion joint of size 12 mm wide and 25 mm deep in canal

9 lining during construction with two coats of primer and filled with bituminious and fine 42750.00 Meter 34.700

sand in proportion of 2:1, as directed etc. complete.

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 upto 500 m and all lift.

(BY MACHINERY) Excluding Dewatering

Providing & Laying in position with Batch Mix 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.(B) For Pier and Abutments / Wing wall / Head wall / Return wall / Dowel

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

Providing Drone videography Before, Ongoing and after construction of work as per

instruction of Engineer-in Charge . 1.00 job 4000.000

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

13 formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead 10.30 Cum 3935.000

& lift etc complete Without Dewatering and excluding cost of steel reinforcement. C. C.

Nominal Mix, M-15 and MSA-20 mm

Providing and laying burnt brick masonary in foundation ordinary portland cement

mortar 1:5 proportion including, curing etc. complete for all leads and lifts.

BILL OF QAUANTITIES

Name of Modernization of Petlad Branch by Providing C.C Lining Between Ch.4650 mt to 13867 mt Under jurisdiction of Ode Irrigation Sub Division,

Work : Umreth (Package -02)

No. Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

Providing cement plaster in thickness and proportion as under including, smooth

15 finishing, curing, scaffolding etc. complete for all leads and lifts. (A.)Cement mortar 1:3 95.50 Sqmt 193.200

proportion. 12 mm thick.

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

16 filling and caulking the joints with cement mortar 1:1 proportion, finishing to design grade 40.00 Metre 535.800

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

New/Reparing of steel gate including providing basic stell materia; M.S. Shaft plate,

angles, channels etc. incl. fabriction transporting to site & Erection and painting etc.

Providing and fixing the iron rod for steel gates including providing big size thread and

finishing as required etc comp.(a) - dia of bar 38 mm rod for 1 Rmt length.

Providing and fixing heavy duty CI nut for steel gates as directed etc complete.(a)- for

mm dia rod and height of nut is 120 x 120 x 100 cutting

Providing and fixing heavy duty thrust beareing for following dia as directed etc comp a for

38mm dia rod and 50mm dia bar and ID/OD 65 mm to 95 mm

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

BILL OF QAUANTITIES

Name of Modernization of Petlad Branch by Providing C.C Lining Between Ch.4650 mt to 13867 mt Under jurisdiction of Ode Irrigation Sub Division,

Work : Umreth (Package -02)

No. Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

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 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.

Signature of contractor. Deputy Executve Engineer Divisional Accountant Ode

Ode Irrigation Sub Division Anand Irrigation Division

Price Adjustment Statement

Name of Work Modernization of Petlad Branch by Providing C.C Lining Between Ch.4650 mt to 13867 mt Under jurisdiction of Ode Irrigation Sub Division, Umreth (Package -02)

Brake up of Rate Brack Up Amount

Item Qty Estimated but Plant &

Item of work Without GST Rate (Rs.) Unit Amount (Rs.) Other Plant & Machinery Net Amount

No. may be more or less Labour Cement Steel Bitumen POL Machinery Labour Cement Steel Bitumen POL Other Material

Material Spares

Clearing the shrubs, like akadas, weeds and

other vegetables including depositing the same

bed,top and both slopes of the banks, for canal

with discharge. For Canals Above - 250 Cusecs.

Clearing the silt from the CANAL BED / SLOPE by

digging the same to the required bed level and

gradient including depositing the excavated

earth regularly in spoil bank for utilizing the

same preparing the banks after breaking clods

as and where directed for lead upto 50 m. and

all lifts. (BY MACHINERY)

Dismentalling the brick pitching including

sorting out and stacking of the usefull materials

on site including removing the rubbish etc.

complete as directed. - 12 cm thick

Dismantling the existing brick masonry

including sorting out and stacking the useful

good the damages etc. complete as directed. In

Earth work in embankment using selected 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 500 m 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 25 mm size incl.

light rolling by suitable rollers with slight

watering to facilate rolling and dressing the side

Providing and laying plain/reinforced cement

concrete lining of M 15 (MSA 20 mm) in bed,

side slopes and curvature including batching,

mixing, transporting, placing, vibrating, smooth

finishing, curing including dewatering where

required. (MACHINERY BASED By Batchmix

Plant & Transit Mixer - WITH PAVER WATER

CURING) 10 cm thick lining in Bed

Providing and laying plain/reinforced cement

concrete lining of M 15 (MSA 20 mm) in bed,

side slopes and curvature including batching,

mixing, transporting, placing, vibrating, smooth

finishing, curing including dewatering where

required. (MACHINERY BASED By Batchmix

Plant & Transit Mixer - WITH PAVER

MEMBRANE CURING) 10 cm thick lining in slope

Providing groove and filling expansion joint of

size 12 mm wide and 25 mm deep in canal

primer and filled with bituminious and fine sand

in proportion of 2:1, as directed etc. complete.

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soils ,soft &

hard murrum etc. in dry condition including

in banks or as and where directed etc.

complete for lead upto 500 m and all lift. (BY

MACHINERY) Excluding Dewatering

Providing & Laying in position with Batch Mix

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,

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.(g) Concrete

grade M-15 and MSA-20 mm

Providing Drone videography Before, Ongoing

instruction of Engineer-in Charge .

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

curing as directed with all lead & lift etc

complete Without Dewatering and excluding

cost of steel reinforcement. C. C. Nominal Mix,

M-15 and MSA-20 mm

Providing and laying burnt brick masonary in

foundation ordinary portland cement mortar

1:5 proportion including, curing etc. complete

for all leads and lifts.

Providing cement plaster in thickness and

proportion as under including, smooth

all leads and lifts. (A.)Cement mortar 1:3

proportion. 12 mm thick.

Providing and fixing in position ( different

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

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.225 mm dia NP-2 Pipe

New/Reparing of steel gate including providing

basic stell materia; M.S. Shaft plate, angles,

channels etc. incl. fabriction transporting to site

& Erection and painting etc.

Providing and fixing the iron rod for steel gates

including providing big size thread and finishing

as required etc comp.(a) - dia of bar 38 mm rod

for 1 Rmt length.

Providing and fixing heavy duty CI nut for steel

gates as directed etc complete.(a)- for 38 mm

dia rod and height of nut is 120 x 120 x

Providing and fixing heavy duty thrust beareing

for following dia as directed etc comp a for

38mm dia rod and 50mm dia bar and ID/OD

Deputy Executive Engineer Executive Engineer

Ode Irrigation Sub Division Anand Irrigation Division

Cement Requirement Statement

Name of Modernization of Petlad Branch by Providing C.C Lining Between Ch.4650 mt to 13867 mt

Under jurisdiction of Ode Irrigation Sub Division, Umreth (Package -02)

consump Total cement

Description of Item Qty. Unit tion in requirement

bags per (in bags)

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

1 7 curvature including batching, mixing, transporting, placing, vibrating, smooth finishing, curing including 62941.00 Sqmt 0.60

dewatering where required.(MACHINERY BASED By Batchmix Plant & Transit Mixer - WITH PAVER WATER

CURING) 10 cm thick lining in Bed

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

2 8 curvature including batching, mixing, transporting, placing, vibrating, smooth finishing, curing including 41458.00 Sqmt 0.60

dewatering where required.(MACHINERY BASED By Batchmix Plant & Transit Mixer - WITH PAVER MEMBRANE

CURING) 10 cm thick lining in slope

Providing & Laying in position with Batch Mix 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

3 11 by vibrator, curing as directed with all lead & lift etc complete without dewatering and excluding the cost of steel 2145.00 Meter 6.00

reinforcement.(B) For Pier and Abutments / Wing wall / Head wall / Return wall / Dowel wall etc.(g) Concrete

grade M-15 and MSA-20 mm

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

4 13 mass and machine mix for C.C./R.C.C work incl. necessary formworks centering, scaffolding, compaction by 10.30 Cum 6.00

vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel

reinforcement. C. C. Nominal Mix, M-15 and MSA-20 mm

Providing and laying burnt brick masonary in foundation ordinary portland cement mortar 1:5 proportion

including, curing etc. complete for all leads and lifts.

Providing cement plaster in thickness and proportion as under including, smooth finishing, curing, scaffolding etc.

complete for all leads and lifts. (A.)Cement mortar 1:3 proportion. 12 mm thick.

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

7 16 joints with cement mortar 1:1 proportion, finishing to design grade and level curing etc. complete for all leads and 40.00 Meter 0.04

lifts.225 mm dia NP-2 Pipe

Deputy Exectutive Engineer Exectutive Engineer

Ode Irrigation Sub Division Anand Irrigation Division