Constructing pipe culvert at ch. 37213 ft. on Navakhal minor ex. Adas distry under jurisdiction of BISD Borsad, Anand

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

1 in spoil bank for utilizing the same preparing the banks after breaking clods as 54.00 cum 173.30

and where directed for lead upto 50 m. and all lifts. (BY MACHINERY) For Canals

Below 20 Cusec. & 0 to 1.5 m lift.

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

2 depositing the same outside and burning etc. complete from canal bed, top and 0.085 KM 5776.00

both slopes of the banks, for canal with discharge. For Canals Below 20 Cusec.

Dismantling the C.C. lining including including disposing off the dismentalled

materials as directed etc. complete7.50 cm thick

Clearing the silt/debris from the pipe culvert/syphon/ syphon well. Underground

pipe drain/box drain for Drain/ Canal by digging the same including depositing

4 20.00 Meter 548.70

the excavated earth/debris etc. for all leads and lift. (A) For pipe culvert/

Syphon. (i) Upto 900 mm dia. Pipe.

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

up to 500m and all lift. (BY MACHINERY)Excluding dewatering.

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 Dewatering and excluding cost of

steel reinforcement.(A) For Foundation concrete/General purpose(c) C.C.Nominal

Mix,M-15 and MSA-20 mm

BILL OF QAUANTITIES

CONSTRUCTING PIPE CULVERT AT CH. 37213' ON NAVAKHAL MINOR EX. ADAS DISTRY UNDER JURISDICTION OF BISD BORSAD, ANAND.

Description of Item Qty Unit Rate(Rs.) Amount (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 Without Dewatering and excluding cost of

steel reinforcement.(A) For Foundation concrete/General purpose(f) C. C. Nominal

Mix, M-20 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

6(c) 689.00 Sqmt 329.00

directed with all lead & lift etc complete Without Dewatering and excluding cost of

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

Coat, (75 mm thick) C. C. Nominal Mix, M-20 and MSA - 10 to 20 mm

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

7 welding joints where necessary, hooking etc. complete as per drawing for all lead 0.362 MT 82019.00

and lifts.TMT / CRS (FE 500 D)

Providing and laying burnt brick masonry in foundation ordinary portland cement

8 mortar 1:5 proportion including, curing etc. complete for all leads and lifts. 5.00 Cum 5040.10

(Conventional Bricks)

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

9 finishing, curing, scaffolding etc. complete for all leads and lifts.Cement mortar 44.00 Sqmt 193.20

1:3 proportion.( b ) 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,

10 75.00 Meter 2200.80

finishing to design grade and level curing etc. complete for all leads and lifts. NP-

2 class 900 mm dia pipe.

BILL OF QAUANTITIES

CONSTRUCTING PIPE CULVERT AT CH. 37213' ON NAVAKHAL MINOR EX. ADAS DISTRY UNDER JURISDICTION OF BISD BORSAD, ANAND.

Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

11 ramming,Compaction with pnuematic temping with all lead and all lift etc 238.00 Cum 144.50

Providing and laying plain / reinforced cement concrete lining of Nominal Mix, M-

15, (MSA-20 mm) in bed, side slopes and curvature, including mixing,

12 transporting, placing, vibrating, smooth finishing, curing, including dewatering 24.00 Sqmt 808.90

where required. (MANUALLY WITH CONVENTIONAL MIXER )20 cm thick lining in

bed /slope - with water curing.

Providing and fixing C.I. Cover without frame for manholes for Kundi including Quint

labour & transportation. al

Rs. Eight lakh Seventy Five Thousand Two Hundred Eighteen and Thirty Three Paisa Only

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 shall be made.

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

BILL OF QAUANTITIES

CONSTRUCTING PIPE CULVERT AT CH. 37213' ON NAVAKHAL MINOR EX. ADAS DISTRY UNDER JURISDICTION OF BISD BORSAD, ANAND.

Description of Item Qty Unit Rate(Rs.) Amount (Rs.)

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

4 /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 of input rate mentioned in all the tender.

Signature of contractor. Deputy Executive Engineer Divisional Accountant

Borsad Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Price Adjustment Statement

Qty Brake up of Rate Brack Up Amount

Item Estimated Plant & Plant &

Item of work GST Rate Unit Amount (Rs.) Other Other Net Amount

No. but may be Labour Cement Steel Bitumen POL Machinery Labour Cement Steel Bitumen POL Machinery

(Rs.) Material Material

more or less Spares Spares

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

1 utilizing the same preparing the 54.00 173.30 cum 9358.20 171.80 0 0 0.00 0 1.50 0 9277.20 0.00 0.00 0.00 0.00 81.00 0.00

banks after breaking clods as and

where directed for lead upto 50 m.

and all lifts. (BY MACHINERY) For

Canals Below 20 Cusec. & 0 to 1.5 m

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. For Canals Below

Dismantling the C.C. lining including

including disposing off the

dismentalled materials as directed

etc. complete7.50 cm thick

Clearing the silt/debris from the pipe

culvert/syphon/ syphon well.

Underground pipe drain/box drain

for Drain/ Canal by digging the same

4 20.00 548.70 Meter 10974.00 543.98 0.00 0.00 0.00 0.00 4.72 0.00 10879.60 0.00 0.00 0.00 0.00 94.40 0.00

including depositing the excavated

earth/debris etc. for all leads and

lift. (A) For pipe culvert/ Syphon. (i)

Upto 900 mm dia. Pipe.

Excavation for foundation in all sorts

of soil including yellow sandy

gravelly soils ,soft & hard murrum

etc. in dry condition including

5 depositing the excavated stuff in 107.00 102.40 Cum 10956.80 14.33 0.00 0.00 0.00 45.02 43.05 0.00 1533.31 0.00 0.00 0.00 4817.14 4606.35 0.00

uniform layers in banks or as and

where directed etc. complete for

lead up to 500m and all lift. (BY

MACHINERY)Excluding dewatering.

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 Dewatering and

excluding cost of steel

reinforcement.(A) For Foundation

concrete/General purpose(c)

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

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,

6(b) compaction by vibrator, curing as 7.00 4296.00 Cum 30072.00 817.08 2242.24 0.00 0.00 219.21 244.77 772.70 5719.56 15695.68 0.00 0.00 1534.47 1713.39 5408.90

directed with all lead & lift etc

complete Without Dewatering and

excluding cost of steel

reinforcement.(A) For Foundation

concrete/General purpose(f) C. C.

Nominal Mix, M-20 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

6(c) directed with all lead & lift etc 689.00 329.00 Sqmt 226681.00 78.93 168.21 0.00 0.00 16.44 18.36 47.06 54382.77 115896.69 0.00 0.00 11327.16 12650.04 32424.34

complete Without Dewatering and

excluding cost of steel

reinforcement.(A) For Foundation

concrete/General purpose(i) For

Wearing Coat, (75 mm thick) C. C.

Nominal Mix, M-20 and MSA - 10 to

Providing & Placing in position

reinforcement bars including cutting,

bending, welding joints where

necessary, hooking etc. complete as

per drawing for all lead and lifts.TMT

/ CRS (FE 500 D)

Providing and laying burnt brick

masonry in foundation ordinary

portland cement mortar 1:5

proportion including, curing etc.

complete for all leads and lifts.

(Conventional Bricks)

Providing cement plaster in

thickness and proportion as under

including, smooth finishing, curing,

scaffolding etc. complete for all

leads and lifts.Cement mortar 1:3

proportion.( b ) 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

10 75.00 2200.80 Meter 165060.00 356.51 45.94 0.00 0.00 213.76 0.000 1584.59 26738.06 3445.48 0.00 0.00 16031.86 0.00 118844.59

mortar 1:1 proportion, finishing to

design grade and level curing etc.

complete for all leads and lifts. NP-2

class 900 mm dia pipe.

earth including watering

11 ramming,Compaction with 238.00 144.50 Cum 34391.00 80.75 0.00 0.00 0.00 0.00 63.66 0.08 19219.31 0.00 0.00 0.00 0.00 15152.18 19.51

pnuematic temping with all lead and

all lift etc complete.

Providing and laying plain /

reinforced cement concrete lining of

Nominal Mix, M-15, (MSA-20 mm) in

bed, side slopes and curvature,

including mixing, transporting,

12 placing, vibrating, smooth finishing, 24.00 808.90 Sqmt 19413.60 163.24 388.22 0.00 0.00 90.90 38.42 128.12 3917.79 9317.28 0.00 0.00 2181.49 922.10 3074.94

curing, including dewatering where

required. (MANUALLY WITH

CONVENTIONAL MIXER )20 cm thick

lining in bed /slope - with water

Providing and fixing C.I. Cover

without frame for manholes for

13 6.48 8055.11 Quintal 52197.10 266.20 0.00 0.00 0.00 177.47 0.00 7611.44 1725.00 0.00 0.00 0.00 1150.00 0.00 49332.10

Kundi including labour &

transportation.

Total 875218.33 Total 212562.85 262565.49 26551.61 0.00 51188.69 50813.13 271546.57

% of Price Adjustment 24.287 30.000 3.034 0.000 5.849 5.806 31.026

Deputy Executive Engineer Executive Engineer

Anand Irrigation Sub Division Anand Irrigation Division

Anand Anand

Cement Requirement Statement

Name of CONSTRUCTING PIPE CULVERT AT CH. 37213' ON NAVAKHAL MINOR EX. ADAS DISTRY UNDER

JURISDICTION OF BISD BORSAD, ANAND.

Sr Item cement

Description of Item Qty. Unit tion in

No. No. requirement

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 Dewatering and excluding cost of steel

reinforcement.(A) For Foundation concrete/General purpose(c) C.C.Nominal Mix,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 directed with all lead & lift etc complete Without Dewatering and excluding cost of steel 7.00 Cum 7.20

reinforcement.(A) For Foundation concrete/General purpose(f) C. C. Nominal Mix, M-20 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

3 6(c) vibrator, curing as directed with all lead & lift etc complete Without Dewatering and excluding cost of steel 689.00 Sqmt 0.54

reinforcement.(A) For Foundation concrete/General purpose(i) For Wearing Coat, (75 mm thick) C. C. Nominal

Mix, M-20 and MSA - 10 to 20 mm

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

including, curing etc. complete for all leads and lifts. (Conventional Bricks)

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

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

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

6 10 joints with cement mortar 1:1 proportion, finishing to design grade and level curing etc. complete for all leads and 75.00 Meter 0.14

lifts. NP-2 class 900 mm dia pipe.

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

slopes and curvature, including mixing, transporting, placing, vibrating, smooth finishing, curing, including

dewatering where required. (MANUALLY WITH CONVENTIONAL MIXER )20 cm thick lining in bed /slope - with

water curing.

Total (Bags)

Say (Bags)

Total (MT)

Deputy Exectutive Engineer Exectutive Engineer

Borsad Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Steel Requirement Statement

CONSTRUCTING PIPE CULVERT AT CH. 37213' ON NAVAKHAL MINOR EX. ADAS DISTRY UNDER JURISDICTION OF BISD

BORSAD, ANAND.

Sr No. Item No. Description of Item Qty. Unit

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

1 7 welding joints where necessary, hooking etc. complete as per drawing for all lead 0.362 MT

and lifts.TMT / CRS (FE 500 D)

Deputy Exectutive Engineer Exectutive Engineer

Borsad Irrigation Sub Division Anand Irrigation Division

BorsaD Anand