Modernization of Petlad Branch by Providing C.C Lining Between Ch.35000 Mt to 39040 Mt Under jurdiction of Anand Irrigation Sub Division,Anand

Bill Of Quantities

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

Lining Between Ch.35000 Mt to 39040 Mt Under

jurdiction of Anand Irrigation Sub Division,Anand

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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

for utilizing the same preparing the banks

after breaking clods as and where directed

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

Dismentalling the brick pitching including

sorting out and stacking of the usefull

3 materials on site including removing the 1986.00 Sqmt 69.30

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

4 designed canal section etc. with lead upto 182.00 Cum 77.20

500 m and all lift .(For canals having

capacity beyond 300 Cusec) ( By

Compaction for making embankment for

canal by laying in regular layers of 15 cm in

thickness including breaking clods to

mm size incl. light rolling by suitable rollers

with slight watering to facilate rolling and

dressing the side slopes etc.

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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 "BATCH MIX

6 PLANT & TRANSIT MIXER" - WITH PAVER 36573.00 Sqmt 365.80

WATER CURING ) 7.5 cm thick lining in

Bed/slope - with water curing, Machinery

based with Paver

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

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 780.70 Cum 102.40

and all lift. (BY MACHINERY)Excluding

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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 videography on the ocassion of

function or for ongoing construction work

11 including dubbing, titeling etc.complete 1.00 Job 4000.00

including cost of cassette/CD (a) For whole

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

12 Dewatering and excluding cost of steel 8.30 Cum 3935.00

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

14 finishing, curing, scaffolding etc. complete 78.20 Sqmt 193.20

for all leads and lifts.

Cement mortar (1:3),12 mm thickness

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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

15 design grade and level curing etc. complete 32.00 Meter 635.70

for all leads and lifts.300 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

Providing and fixing the iron rod for steel

gates including providing big size thread

17 and finishing as required etc comp.(a) - dia 4.80 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 of

19 Nut is 120x120x100 cutting 4.00 No. 800.00

Total Rs…(Without GST)

Rs. Four Crore Thirteen Lac Eight Hundred & Seventy Eight 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………………

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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 i.e. 5483.37/MT of

input rate mentioned in all the tender.

Deputy Executive Engineer

Anand Irrigation Sub Division

Executive Engineer

Anand Irrigation Division