Restoration To Cambay Branch by providing C.C. Lining. & Key wall In between 0 m to 3627 m under Juridiction of Nadiad Section of Sojitra Irrigation Sub division

BILL OF QUANTITIES

Name of work :- Restoration To Cambay Branch by providing C.C. Lining. & Key wall In

between 0 m to 3627 m under Juridiction of Nadiad Section of Sojitra

Irrigation Sub division

Estimated Rate without Total Amount

Estimated Rate without Total Amount

Sr.No Quntity Item Unit

GST Without GST Rs.

In figures In World

Clearing the shrubs, like akadas, Rs. Eleven

weeds and other vegetables including Thousand

depositing the same outside and Fifty Two

1 3.58 burning etc. complete from canal bed, KM 11552.00 Only

top and both slopes of the banks, for

canal with discharge. (C ) For Canals

Above 250 Cusec.

Earth work in embankment using Rs. Ninety

selected soil, soft & hard murrum One &

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 500m and all lift.(For canals

having capacity beyond 300 Cusec) (

By Machinery ) Lead upto 1.5 Km

Compaction for making embankment Rs. Twenty

for canal by laying in regular layers of Seven &

15 cm in thickness including breaking Only

3 9658.00 clods to 25 mm size incl. light rolling CM 27.70

by suitable rollers with slight watering

to facilitate rolling and dressing the

side slopes etc.

Clearing the silt from the Canal Rs. Seventy

bed/Slope by digging the same to the Eight &

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) For Lead upto

1.5 km Excluding Dewatering

Scrapping out the old plaster and Rs. Eighty

5 55186.00 cleaning the surface including racking SM 86.60 Paise Only

out the joints 20 mm. deep.

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,

6 smooth finishing, curing including

dewatering where

required.(MACHINERY BASED by

"BATCH MIX PLANT & TRANSIT

MIXER" - WITH PAVER MEMBRANE

(A)10.00 cm thick lining in Bed / Slope Rs. Four

(A) 135452.00 SM 484.90 Eighty Four

(B)20.00 cm thick lining in Bed / Slope Rs. Nine

Providing & Placing in position Rs. Eighty

reinforcement bars including cutting,

bending, welding joints where Ninteen Only

necessary, hooking etc. complete as

per drawing for all lead and lifts.A)TMT

/ CRS (FE 500 D)

Providing groove and filling expansion Rs. Thirty

joint of size 12 mm wide and 25 mm Four &

deep in canal lining during Only

8 63861.00 construction with two coats of primer RM 34.70

and filled with bituminous and fine

sand in proportion of 2:1, as directed

Providing & Laying in position with Rs. Five

Batch Mix Plant & Transit Mixer Thousand

"DESIGN MIX" cement concrete using Only

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.(A) For Pier and

Abutments/Wing wall/Head

wall/Return wall/Dowel Wall etc.a)

Concrete grade M-15 and MSA-20 mm

Providing inspection steps while lining Rs. Two

along the canal slopes as per drawing Thirty Five &

10 39.00 SM 235.40 Forty Paise

etc. complete as directed. Only

Excavation for foundation in all sorts Rs. One

of soil including yellow sandy gravelly Hundred Two

soils ,soft & hard murrum etc. in dry Paise Only

condition including depositing the

11 689.00 excavated stuff in uniform layers in CM 102.40

banks or as and where directed etc.

complete for lead up to 500m and all

lift. (BY MACHINERY) (a) Excluding

Backfilling the foundation trenches Rs. Thirty Six

around the structures etc with selected

12 1074.00 excavated stuff including watering, CM 36.90

ramming, compacting etc. complete.

Providing and laying burnt brick Rs. Five

masonry in foundation ordinary

13 34.70 portland cement mortar 1:5 proportion CM 5040.10 Paise Only

including, curing etc. complete for all

leads and lifts. (Conventional Bricks)

Providing cement plaster in thickness Rs. One

and proportion as under including,

smooth finishing, curing, scaffolding & Twenty

etc. complete for all leads and lifts.(A) Paise Only

Cement mortar 1:3 proportion. ( b )

Providing and fixing in position ( Rs. Five

different diameter ) NP2 R.C.C. pipe Hundred

with collar including filling and Eighty Paise

caulking the joints with cement mortar Only

1:1 proportion, finishing to design

grade and level curing etc. complete for

all leads and lifts.(a)NP-2 class

Overhauling and oiling greasing of Rs. One

CR/HR gates of Hundred

branch/distributary/minor etc comp & Twenty

as directed New / Repairing of steel Paise Only

16 603.00 gate including providing basic steel Kg. 127.20

material; M.S. Shaft plate, angles,

channels etc. incl. fabrication

transporting to site & erection and

painting etc. complete.

Providing and fixing the iron rod for Rs. One

steel gates including providing big size Two Hundred

thread and finishing as required etc

comp.(A)For 38 mm dia rod

Providing and fixing heavy duty CI nut Rs. One

for steel gates as directed etc comp.(a)

For 38 mm dia rod length. Height of Hundred

nut is 120 x 120 x 100 cuting.

Providing and fixing heavy duty thrust Rs. Eight

bearing for following dia as directed etc

comp a- for 38 mm dia and 50 mm dia

bar and ID/OD 65mm to 95 mm

Providing and Laying HDPE Film of Rs. One

20 137965.00 750 micron in bed and slopes of canal SM 178.60 & Sixty Paise

at the required level etc complete

Total Rs…(Without GST)

Rs. Eleven Crore Forty Eight Lac Twenty Six Thousand Five Hundred Eighty & Seventy 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 - All work shall be carried out as per Public Works Department Handbook and specifications of

Division or as directed by supervisory staff.

Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should

be filled in inkand total of entries in last column should be struck by the contractor under his signature.

Notes 3 - Rates quoted include clearing of site (prior commencement of work and at its close ) in all respects

and hold good for work under all conditions, site, moisture, weather etc.

Note 4 - The meaning of abbreviationss used in units are as under. KM= Kilo metre, Kg= Kilo gram MT -

Metric Tonne Rmt = Running metre, CM= Cubic metre, SM= Square metre

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs.5483.37/M.T. (Rate as per

CGWRD SOR 2023-24

Deputy Executive Engineer Divisional Account Officer

Sojitra Irrigation Sub Division Petlad Irrigation Division

Executive Engineer

Petlad Irrigation Division