Modernization of Petlad Branch by Providing C.C Lining Between Ch.26844 Mt to 30162 Mt Under jurisdiction of Anand Irrigation Sub Division,Anand (P-4)

Bill Of Quantities

Name of work :- Modernization of Petlad Branch by Providing C.C

Lining Between Ch.26844 Mt to 30162 Mt Under

jurisdiction of Anand Irrigation Sub Division, Anand

Estimated Rate Total Amount Without

Estimated Rate Total Amount Without

Sr.No Item Quntity Unit

without GST GST Rs.

Clearing the shrubs, like akadas, weeds

and other vegetables including depositing

the same outside and burning etc.

complete from canal beds 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

2 for utilizing the same preparing the banks 13189.00 Cum 57.10

after breaking clods as and where directed

for lead upto 50 m. and all lifts. (BY

Scrapping out the old Plaster and Cleaning

3 the surface including racking out the 10321.00 Sqm 86.60

joints 20mm deep etc.

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

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 300 Cusec) ( By

Machinery ) Considering Lead upto 2 km .

(0.5km to 2 km- Lead charges)

Estimated Rate Total Amount Without

Estimated Rate Total Amount Without

Sr.No Item Quntity Unit

without GST GST Rs.

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

6 rollers with slight watering to facilate 1955.00 Cum 27.70

rolling and dressing the side slopes etc.

Providing and laying plain/reinforced

cement concrete lining of M 15 (MSA

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) 7.5 cm thick lining

in Bed/slope - with membrane curing,

Machinery based with Paver

Providing groove and filling expansion joint

of size 12 mm wide and 25 mm deep in

canal lining during construction with two

coats of 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 depositing the excavated stuff in

uniform layers in banks or as and where

9 directed etc. complete for lead upto 500 m 757.80 Cum 102.40

and all lift. (BY MACHINERY)Excluding

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

Providing videography on the ocassion of

function or for ongoing construction work

including dubbing, titeling etc.complete

including cost of cassette/CD (a) For

Estimated Rate Total Amount Without

Estimated Rate Total Amount Without

Sr.No Item Quntity Unit

without GST GST Rs.

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

12 Without Dewatering and excluding cost of 22.70 Cum 3935.00

steel reinforcement. (A) For Foundation

concrete / General purpose (a) 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

14 for all leads and lifts. 210.10 Sqmt 193.20

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,

15 finishing to design grade and level curing 88.00 Meter 535.80

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

16 transporting to site & Erection and 671.00 Kg 127.20

painting etc. complete.

Estimated Rate Total Amount Without

Estimated Rate Total Amount Without

Sr.No Item Quntity Unit

without GST GST Rs.

Providing and fixing the iron rod for steel

gates including providing big size thread

17 and finishing as required etc comp.(a) - dia 13.20 Meter 1268.50

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

Providing and fixing heavy duty thrust

beareing for 38mm dia rod length. Height

19 of Nut is 120x120x100 cutting 11.00 No. 800.00

Total Rs…(Without GST)

Rs. Four Crore Twenty Eight Lac Sixty Two Thousand Four Hundred Two & Sixty Three Paise Only

I / We am / are willing to carry out the work at………………..% above / below precent.

(Should be written in figure and words) of the estimate reates mentioned above.

Amount of my / our tender works out as under.

Estimated amount put Estimated amout put

to tender Rs……………. to tender Rs……………..

Deduct …………..% Add………………%

below Rs………… Above Rs……………

Net Rs……………….. Total Rs…………….

In words…………………………….. In words………………

Notes 1 -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.

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

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

Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.G.R.:PRC-

10/2017CementConsumption/16/CDate:11/05/2017asstated in

S.O.R. there fore 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.

Deputy Executive Engineer

Anand Irrigation Sub Division

Executive Engineer

Anand Irrigation Division

Percentage Breakup Calculation

Name of work :- Modernization of Petlad Branch by Providing C.C Lining Between Ch.26844 Mt to 30162 Mt Under jurisdiction of Anand Irrigation Sub Division, Anand

Quantity Item Rate Unit Total amount Labour Rs. Total Labour Cost Labour % Cement Total Cement Cost Cement Steel per Total Steel Steel % Bitumen Total Bitumen Bitume PoL Per Total PoL cost PoL % Machiner Total Machinery Machiner Other Total Other Other TOTAL cost Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Rs. Total Labour Cost Labour % Cement Total Cement Cost Cement Steel per Total Steel Steel % Bitumen Total Bitumen Bitume PoL Per Total PoL cost PoL % Machiner Total Machinery Machiner Other Total Other Other TOTAL cost Total Item Cost Total %

Estimated according to Per Unit Per Unit % Unit Cost Per Unit Cost n% Unit y Per Cost y% Comodity Comodity Cost Comodity % per Unit

but may be estimated Rs. Unit Per Unit

Clearing the shrubs, like akadas, weeds and other vegetables

including depositing the same outside and burning etc.

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

Scrapping out the old Plaster and Cleaning the surface

Dismentalling the brick pitching including sorting out and

stacking of the usefull materials on site including removing

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.

beyond 300 Cusec) ( By Machinery ) Considering Lead upto

2 km . (0.5km to 2 km- Lead charges)

Compaction for making embankment for canal by laying in

regular layers of 15 cm in thickness including breaking clods

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,

smooth finishing, curing including dewatering where required.

((MACHINERY BASED By Batchmix Plant & Transit Mixer -

WITH PAVER MEMBRANE CURING) 7.5 cm thick lining in

Bed/slope - with membrane curing, Machinery based with

Providing groove and filling expansion joint of size 12 mm

wide and 25 mm deep in canal lining during construction

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

lead upto 500 m and all lift. (BY MACHINERY)Excluding

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)

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

Percentage Breakup Calculation

Name of work :- Modernization of Petlad Branch by Providing C.C Lining Between Ch.26844 Mt to 30162 Mt Under jurisdiction of Anand Irrigation Sub Division, Anand

Quantity Item Rate Unit Total amount Labour Rs. Total Labour Cost Labour % Cement Total Cement Cost Cement Steel per Total Steel Steel % Bitumen Total Bitumen Bitume PoL Per Total PoL cost PoL % Machiner Total Machinery Machiner Other Total Other Other TOTAL cost Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Rs. Total Labour Cost Labour % Cement Total Cement Cost Cement Steel per Total Steel Steel % Bitumen Total Bitumen Bitume PoL Per Total PoL cost PoL % Machiner Total Machinery Machiner Other Total Other Other TOTAL cost Total Item Cost Total %

Estimated according to Per Unit Per Unit % Unit Cost Per Unit Cost n% Unit y Per Cost y% Comodity Comodity Cost Comodity % per Unit

but may be estimated Rs. Unit Per Unit

Providing videography on the ocassion of function or for

ongoing construction work including dubbing, titeling

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,

Dewatering and excluding cost of steel reinforcement. (A) For

Foundation concrete / General purpose (a) 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,

Providing cement plaster in thickness and proportion as

complete for all leads and lifts.

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

mm dia NP-2 Pipe

New/Reparing of steel gate including providing basic stell

materia; M.S. Shaft plate, angles, channels etc. incl.

Providing and fixing the iron rod for steel gates including

providing big size thread and finishing as required etc

Providing and fixing heavy duty CI nut for steel gates as

directed etc complete.

Providing and fixing heavy duty thrust beareing for 38mm dia

42862402.63 Rs. Four Crore Twenty Eight Lac Sixty Two Thousand Four Hundred Two & Sixty Three Paise Only

Deputy Executive Engineer Executive Engineer

Anand Irrigation Sub Division Anand Irrigation Division

Cement Requirement Statement

Name of Work :-

Modernization of Petlad Branch by Providing C.C Lining Between Ch.26844 Mt to 30162 Mt Under jurisdiction of Anand

Irrigation Sub Division, Anand

Rate of Total cement

Sr No. Item No. Description of Item Qty. Unit consumption in requirement

bags per unit (in bags)

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.

1 7 ((MACHINERY BASED By Batchmix Plant & Transit Mixer - WITH PAVER 78358.00 Sqmt 0.45

MEMBRANE CURING) 7.5 cm thick lining in Bed/slope - with membrane curing,

Machinery based with Paver

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 & 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

3 12 directed with all lead & lift etc complete Without Dewatering and excluding cost of 22.70 Cum 6.00

steel reinforcement. (A) For Foundation concrete / General purpose (a) 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.

Rate of Total cement

Sr No. Item No. Description of Item Qty. Unit consumption in requirement

bags per unit (in bags)

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

finishing, curing, scaffolding etc. complete for all leads and lifts.

Deputy Exectutive Engineer Exectutive Engineer

Anand irrigation subdivision Anand Irrigation Division