Restoration To Cambay Branch by providing C.C. Lining. & Key wall In between 11125 m to 12800 m under Juridiction of Changa 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 11125 m to 12800 m under Juridiction of Changa Section of

Sojitra Irrigation Sub division

Estimated Rate without Total Amount

Estimated Rate without Total Amount

Sr.No Quntity Item Unit Without GST Rs.

In figures In World

Clearing the shrubs, like akadas, Err:508

weeds and other vegetables including

depositing the same outside and

burning etc. complete from canal bed,

top and both slopes of the banks, for

canal with discharge. (C ) For Canals

Above 250 Cusec.

Earth work in embankment using Err:508

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

2 4482.00 canal section etc. with lead upto 500m CM 91.75

and all lift.(For canals having capacity

beyond 300 Cusec) ( By Machinery )

Lead upto 1.5 Km

Compaction for making embankment Err:508

for canal by laying in regular layers of

15 cm in thickness including breaking

clods to 25 mm size incl. light rolling

3 4482.00 by suitable rollers with slight watering CM 27.70

to facilitate rolling and dressing the

side slopes etc.

Clearing the silt from the Canal Err:508

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

4 15207.00 after breaking clods as and where CM 78.30

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 Err:508

5 34651.00 cleaning the surface including racking SM 86.60

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,

smooth finishing, curing including

6 dewatering where required.

(MACHINERY BASED by "BATCH MIX

PLANT & TRANSIT MIXER" - WITH

PAVER MEMBRANE CURING )

(A)10.00 cm thick lining in Bed / Slope Err:508

(B)20.00 cm thick lining in Bed / Slope Err:508

Providing & Placing in position Err:508

reinforcement bars including cutting,

bending, welding joints where

7 8.900 necessary, hooking etc. complete as MT 82019.00

per drawing for all lead and lifts.A)TMT

/ CRS (FE 500 D)

Providing groove and filling expansion Err:508

joint of size 12 mm wide and 25 mm

deep in canal lining during

construction with two coats of primer

and filled with bituminous and fine

sand in proportion of 2:1, as directed

Providing & Laying in position with Err:508

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

9 829.00 etc complete without dewatering and CM 5022.00

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 Err:508

along the canal slopes as per drawing

etc. complete as directed.

Excavation for foundation in all sorts Err:508

of soil including yellow sandy gravelly

soils ,soft & hard murrum etc. in dry

condition including depositing the

excavated stuff in uniform layers in

11 293.00 banks or as and where directed etc. CM 102.40

complete for lead up to 500m and all

lift. (BY MACHINERY) (a) Excluding

Backfilling the foundation trenches Err:508

around the structures etc with selected

12 996.00 excavated stuff including watering, CM 36.90

ramming, compacting etc. complete.

Providing and laying burnt brick Err:508

masonry in foundation ordinary

portland cement mortar 1:5 proportion

13 12.00 including, curing etc. complete for all CM 5040.10

leads and lifts. (Conventional Bricks)

Providing cement plaster in thickness Err:508

and proportion as under including,

smooth finishing, curing, scaffolding

14 68.00 etc. complete for all leads and lifts.(A) SM 193.20

Cement mortar 1:3 proportion. ( b )

Providing and fixing in position Err:508

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

with collar including filling and

caulking the joints with cement mortar

15 48.00 1:1 proportion, finishing to design Rmt 535.80

grade and level curing etc. complete for

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

Overhauling and oiling greasing of Err:508

branch/distributary/minor etc comp

as directed New / Repairing of steel

gate including providing basic steel

16 201.00 material; M.S. Shaft plate, angles, Kg. 127.20

channels etc. incl. fabrication

transporting to site & erection and

painting etc. complete.

Providing and fixing the iron rod for Err:508

steel gates including providing big size

17 6.00 thread and finishing as required etc Rmt 1268.50

comp.(A)For 38 mm dia rod

Providing and fixing heavy duty CI nut Err:508

for steel gates as directed etc comp.(a)

18 3.00 For 38 mm dia rod length. Height of No. 1300.00

nut is 120 x 120 x 100 cuting.

Providing and fixing heavy duty thrust Err:508

bearing for following dia as directed etc

19 3.00 comp a- for 38 mm dia and 50 mm dia No. 800.00

bar and ID/OD 65mm to 95 mm

Providing and Laying HDPE Film of Err:508

750 micron in bed and slopes of canal

at the required level etc complete

Total Rs…(Without GST)

Rs. Four Crore Forty One Lac Eighteen Thousand Six Hundred Thirty Six & Ten 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

Percentage Calculation Percentage Calculation

Name of work :- Restoration To Cambay Branch by providing C.C. Lining. & Key wall In between 11125 m to 12800 m under Juridiction of Changa Section of Sojitra Irrigation Sub division

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

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

Sr. Estimated but according to Per Unit Cost Per Unit Cost Unit Cost Per Unit Bitumen Unit y Per Unit Machinery Comodity Comodity cost per

No. may be more estimated Rs. Cost Cost Per Unit Cost Unit

Clearing the shrubs, like akadas, weeds

and other vegetables including

depositing the same outside and

burning etc. complete from canal bed,

top and both slopes of the banks, for

canal with discharge. (C ) For Canals

Above 250 Cusec.

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

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

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

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

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

out the joints 20 mm. deep.

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 PLANT & TRANSIT

MIXER" - WITH PAVER MEMBRANE

(A)10.00 cm thick lining in Bed / Slope

(B)20.00 cm thick lining in Bed / Slope

Percentage Calculation Percentage Calculation

Name of work :- Restoration To Cambay Branch by providing C.C. Lining. & Key wall In between 11125 m to 12800 m under Juridiction of Changa Section of Sojitra Irrigation Sub division

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

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

Sr. Estimated but according to Per Unit Cost Per Unit Cost Unit Cost Per Unit Bitumen Unit y Per Unit Machinery Comodity Comodity cost per

No. may be more estimated Rs. Cost Cost Per Unit Cost Unit

Providing & Placing in position

reinforcement bars including cutting,

bending, welding joints where

drawing for all lead and lifts.A)TMT /

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

bituminous and fine sand in proportion

of 2:1, as directed etc. complete.

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.(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

along the canal slopes as per drawing

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

complete for lead up to 500m and all

lift. (BY MACHINERY) (a) Excluding

Backfilling the foundation trenches

around the structures etc with selected

ramming, compacting etc. complete. (By

Providing and laying burnt brick

masonry in foundation ordinary

including, curing etc. complete for all

leads and lifts. (Conventional Bricks)

Percentage Calculation Percentage Calculation

Name of work :- Restoration To Cambay Branch by providing C.C. Lining. & Key wall In between 11125 m to 12800 m under Juridiction of Changa Section of Sojitra Irrigation Sub division

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

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

Sr. Estimated but according to Per Unit Cost Per Unit Cost Unit Cost Per Unit Bitumen Unit y Per Unit Machinery Comodity Comodity cost per

No. may be more estimated Rs. Cost Cost Per Unit Cost Unit

Providing cement plaster in thickness

and proportion as under including,

smooth finishing, curing, scaffolding

Cement mortar 1:3 proportion. ( b )

Providing and fixing in position

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

with collar including filling and

caulking the joints with cement mortar

and level curing etc. complete for all

leads and lifts.(a)NP-2 class 225 mm dia

Overhauling and oiling greasing of

branch/distributary/minor etc comp as

directed New / Repairing of steel gate

including providing basic steel material;

incl. fabrication transporting to site &

erection and painting etc. complete.

Providing and fixing the iron rod for

steel gates including providing big size

comp.(A)For 38 mm dia rod

Providing and fixing heavy duty CI nut

for steel gates as directed etc comp.(a)

is 120 x 120 x 100 cuting.

Providing and fixing heavy duty thrust

bearing for following dia as directed etc

bar and ID/OD 65mm to 95 mm

Providing and Laying HDPE Film of

required level etc complete

Signature of Contractor Deputy Executive Engineer Executive Engineer

Sojitra Irrigation sub Division Petlad Irrigation Division