Mordenization of Remaining Work on Badalpur Sub Minor Ex. Kathana Minor between ch. 5049.00 to 6958.00 Mt.

Clearing the shrubs, like akadas, weeds and other vegetables including depositing the same outside

1 and burning etc. complete from canal bed, top and both slopes of the banks, for canal with 1.81 KM 5776.00

discharge.For Canals Below 20 Cusec.

Clearing the silt from the CANAL BED / SLOPE by digging the same to the required bed level and

2 gradient including depositing the excavated earth regularly in spoil bank for utilizing the same 345.00 Cum 57.10

preparing the banks after breaking clods as and where directed for lead upto 50 m. and all lifts.

(BY MACHINERY) For Canals Belove 20 Cusec & 0.0 to 1.50 mt Lift.

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 lifts (for canals having

capacity up to 300 Cusec) ( By Machinery )

Compaction for making embankment for canal by laying in regular layers of 15 cm in thickness

4 including breaking clods to 25 mm size incl. light rolling by suitable rollers with slight watering to 2425.00 Cum 27.70

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

5(A) slopes and curvature including batching, mixing, transporting, placing, vibrating, smooth finishing, 7729.00 Sqmt 327.90

curing including dewatering where required.(MACHINERY BASED by "FLORI" - WITHOUT PAVER

WATER CURING) (A) 7.5 cm thick lining in Bed / Slope

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

5(B) slopes and curvature including batching, mixing, transporting, placing, vibrating, smooth finishing, 368.10 Sqmt 415.80

curing including dewatering where required.(MACHINERY BASED by "FLORI" - WITHOUT PAVER

WATER CURING) (B) 10 cm thick lining in Bed / Slope

Providing groove and filling expansion joint of size 12 mm wide and 25 mm deep in canal lining

6 during construction with two coats of primer and filled with bituminious and fine sand in proportion 2699.00 Rmt 34.70

of 2:1, as directed etc. complete.

7 Dismantling the existing brick masonry including sorting out and stacking the useful material and 138.00 Cum 750.90

removing the debries and making good the damages etc. complete as directed. In Cement Mortar

Dismantling the existing R.C.C. Pipes including sorting out and stacking of the useful materials of

8 the following diameters including refilling the trenches etc. complete as directed.(C) NP-2 pipes 72.50 Rmt 866.40

Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft & hard

9 murrum etc. in dry condition including depositing the excavated stuff in uniform layers in banks or 683.00 Cum 103.00

as and where directed etc. complete for lead upto 500 m and all lift. (BY MACHINERY) - CANAL

HAVING CAPACITY up to 300 Cusec.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 (d) C. C. Nominal Mix, M-15 and MSA-40 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 reinforcement.(A) For Foundation concrete / General

purpose (f) C. C. Nominal Mix, M-20 and MSA-20 mm

11 Providing & Placing in position reinforcement bars including cutting, bending, welding joints where 4.80 MT 82019.00

necessary, hooking etc. complete as per drawing for all lead and lifts. TMT / CRS (500D)

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 grade and level curing

etc. complete for all leads and lifts.(a)NP-2 class 225 mm dia pipe.

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 grade and level curing

etc. complete for all leads and lifts.(d)NP-2 class 600 mm dia pipe.

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 grade and level curing

etc. complete for all leads and lifts.(f)NP-2 class 900 mm dia pipe.

13 borrow area / village tanks etc. Including conveying, spreading in uniform layers, breaking clods 959.00 Cum 231.00

and dressing to the designed canal section etc. with lead upto 50 m and all lifts. (By MANUALLY For

MAINTENANCE & REPAIRING WORKS)(a) Lift 0 to 1.50 m, depth.Up to 50 cusec.

14 New / Repairing of steel gate including providing basic steel material; M.S. Shaft plate, angles, 1783.00 Kg 127.20

channels etc. incl. fabrication transporting to site & erection and painting etc. complete.

Providing and fixing the iron rod for steel gates including providing big size thread and finishing as

required etc comp.a- dia of bar 38 mm rod

Providing and fixing heavy duty CI nut for steel gates as directed etc compa- for 38 mm dia rod and

height of nut is 120 x 120 x 100 cutting

Providing and fixing heavy duty thrust 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 dry rubble pitching of various thickness to required grade including trimming

18 of earth work, hand packing the interstices with spauls, filling earth in interstices pannelling 40.00 Sqmt 791.70

complete for all leads and lifts.(c) 600 MM THICK

19 Providing and laying burnt brick masonry in foundation ordinary portland cement mortar 1:5 146.00 Cum 5040.10

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

20 Providing cement plaster in thickness and proportion as under including, smooth finishing, curing, 640.00 Sqmt 193.20

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

watering, temping with suitable hand rammer etc. complete as directed.

Rs. Sixty six lacs sixty two thousands four hundread sixty three & Fourty two Paise 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

Estimated amount Put to tender Estimated amount Put to tender

Deduct …………………….% Below Add ……………. % above

In Words In Words

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

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

4 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

Signature of contractor

Deputy Executive Engineer Divisional Accountant

Bhadran Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Price Adjustment Statement

Brake up of Rate Brack Up Amount

Qty Estimated

Item Without GST Plant & Plant &

Item of work but may be Unit Amount (Rs.) Net Amount

No. Rate (Rs.) Labour Cement Steel Bitumen POL Machinery Other Material Labour Cement Steel Bitumen POL Machinery Other Material

more or less

Spares Spares

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

Clearing the silt from the CANAL BED / SLOPE

by digging the same to the required bed level

2 and gradient including depositing the 345.00 57.10 Cum 19699.50 6.06 0.00 0.00 0.00 29.88 21.16 0.00 2090.70 0.00 0.00 0.00 10308.60 7300.20 0.00

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

Canals Belove 20 Cusec & 0.0 to 1.50 mt Lift.

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 500m and all

lifts (for canals having capacity up to

Cusec) ( By Machinery )

Compaction for making embankment for

canal by laying in regular layers of 15 cm in

4 thickness including breaking clods to 25 mm 2425.00 27.70 Cum 67172.50 26.61 0.00 0.00 0.00 0.50 0.59 0.00 64529.25 0.00 0.00 0.00 1212.50 1430.75 0.00

size incl. light rolling by suitable rollers with

slight 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,

5(A) side slopes and curvature including batching, 7729.00 327.90 Sqmt 2534339.10 95.94 137.99 0.00 0.00 15.19 31.50 47.28 741520.26 1066524.71 0.00 0.00 117403.51 243463.50 365427.12

mixing, transporting, placing, vibrating,

smooth finishing, curing including dewatering

where required.(MACHINERY BASED by

"FLORI" - WITHOUT PAVER WATER CURING)

(A) 7.5 cm thick lining in Bed / Slope

Providing and laying plain/reinforced cement

concrete lining of M 15 (MSA 20 mm) in bed,

5(B) side slopes and curvature including batching, 368.10 415.80 Sqmt 153055.98 106.70 183.98 0.00 0.00 20.21 41.87 63.04 39276.27 67723.04 0.00 0.00 7439.30 15412.35 23205.02

mixing, transporting, placing, vibrating,

smooth finishing, curing including dewatering

where required.(MACHINERY BASED by

"FLORI" - WITHOUT PAVER WATER CURING)

(B) 10 cm thick lining in Bed / Slope

Providing groove and filling expansion joint of

size 12 mm wide and 25 mm deep in canal

6 lining during construction with two coats of 2699.00 34.70 Rmt 93655.30 28.60 0.00 0.00 2.32 0.00 0.30 3.48 77191.40 0.00 0.00 6261.68 0.00 809.70 9392.52

primer and filled with bituminious and fine

sand in proportion of 2:1, as directed etc.

Dismantling the existing brick masonry

7 including sorting out and stacking the useful 138.00 750.90 Cum 103624.20 744.43 0.00 0.00 0.00 0.00 6.47 0.00 102731.34 0.00 0.00 0.00 0.00 892.86 0.00

material and removing the debries and making

good the damages etc. complete as directed.

In Cement Mortar

Dismantling the existing R.C.C. Pipes including

8 sorting out and stacking of the useful 72.50 866.40 Rmt 62814.00 858.93 0.00 0.00 0.00 0.00 7.47 0.00 62272.43 0.00 0.00 0.00 0.00 541.58 0.00

materials of the following diameters including

refilling the trenches etc. complete as

directed.(C) NP-2 pipes 600 mm. to 900 mm.

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soils ,soft &

9 hard murrum etc. in dry condition including 683.00 103.00 Cum 70349.00 33.81 0.00 0.00 0.00 49.13 20.06 0.00 23092.23 0.00 0.00 0.00 33555.79 13700.98 0.00

depositing the excavated stuff in uniform

layers in banks or as and where directed etc.

complete for lead upto 500 m and all lift.

(BY MACHINERY) - CANAL HAVING CAPACITY

up to 300 Cusec.Excluding dewatering.

Providing & Laying in position "NOMINAL

MIX" cement concrete using cement, sand

and crushed aggregate by mass and machine

10(A) mix for C.C./R.C.C work incl. necessary 98.37 3754.00 Cum 369280.98 843.94 1716.65 0.00 0.00 239.14 331.75 622.52 83018.38 168866.86 0.00 0.00 23524.20 32634.25 61237.29

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 (d) C.

C. Nominal Mix, M-15 and MSA-40 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 reinforcement.(A) For

Foundation concrete / General purpose (f) C.

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

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 (500D)

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 grade and level curing etc. complete for

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

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 grade and level curing etc. complete for

all leads and lifts.(d)NP-2 class 600 mm dia

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 grade and level curing etc. complete for

all leads and lifts.(f)NP-2 class 900 mm dia

soft & hard murrum excavated from approved

borrow area / village tanks etc. Including

13 conveying, spreading in uniform layers, 959.00 231.00 Cum 221529.00 229.01 0.00 0.00 0.00 0.00 1.99 0.00 219620.59 0.00 0.00 0.00 0.00 1908.41 0.00

breaking clods and dressing to the designed

canal section etc. with lead upto 50 m and all

lifts. (By MANUALLY For MAINTENANCE &

REPAIRING WORKS)(a) Lift 0 to 1.50 m,

depth.Up to 50 cusec.

New / Repairing of steel gate including

providing basic steel 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 steel

gates including providing big size thread and

finishing as required etc comp.a- dia of bar

Providing and fixing heavy duty CI nut for

steel gates as directed etc compa- for 38 mm

dia rod and height of nut is 120 x 120 x

Providing and fixing heavy duty thrust bearing

17 for following dia as directed etc comp a- for 28.00 800.00 No. 22400.00 188.83 0.00 604.27 0.00 0.00 6.90 0.00 5287.24 0.00 16919.56 0.00 0.00 193.20 0.00

38 mm dia and 50 mm dia bar and ID/OD

Providing and laying dry rubble pitching of

various thickness to required grade including

trimming of earth work, hand packing the

interstices with spauls, filling earth in

interstices pannelling complete for all leads

and lifts.(c) 600 MM THICK

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

Providing cement plaster in thickness and

20 proportion as under including, smooth 640.00 193.20 Sqmt 123648.00 141.31 41.08 0.00 0.00 2.00 4.44 4.37 90438.40 26291.20 0.00 0.00 1280.00 2841.60 2796.80

finishing, curing, scaffolding etc. complete for

all leads and lifts. (A) Cement mortar 1:3

proportion. ( b ) 12 mm thick.

murrum/soft murrum in even thickness of

to 20 cms including watering, temping with

suitable hand rammer etc. complete as

Total 6660915.42 Total 2240481.38 1778827.83 518178.27 6261.68 388507.18 516699.00 1211960.08

% of Price Adjustment 33.64 26.71 7.77 0.09 5.83 7.76 18.20

Deputy Executiv e Engineer Executiv e Engineer

Bhadran Irrigation Sub Div ision Anand Irrigation Div ision

Borsad Anand

Cement Requirement Statement

Sr Item cement

Description of Item Qty. Unit ption in

No. No. requirement

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 "FLORI" - WITHOUT PAVER

WATER CURING) (A) 7.5 cm thick lining in Bed / Slope

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 "FLORI" - WITHOUT PAVER

WATER CURING) (B) 10 cm thick lining in Bed / Slope

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,

3 10(A) scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without 98.37 Cum 5.6

Dewatering and excluding cost of steel reinforcement.(A) For Foundation concrete / General

purpose (d) C. C. Nominal Mix, M-15 and MSA-40 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,

4 10(B) scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without 169.00 Cum 7.2

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

5 12(A) and caulking the joints with cement mortar 1:1 proportion, finishing to design grade and level 270.00 Rmt 0.04

curing etc. complete for all leads and lifts.(a)NP-2 class 225 mm dia pipe.

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

6 12(B) and caulking the joints with cement mortar 1:1 proportion, finishing to design grade and level 20.00 Rmt 0.092

curing etc. complete for all leads and lifts.(d)NP-2 class 600 mm dia pipe.

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

7 12(C) and caulking the joints with cement mortar 1:1 proportion, finishing to design grade and level 62.50 Rmt 0.142

curing etc. complete for all leads and lifts.(f)NP-2 class 900 mm dia pipe.

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

proportion including, curing etc. complete for all leadsasand lifts. (Conventional

Providing cement plaster in thickness and proportion under including, smoothBricks)

finishing,

curing, scaffolding etc. complete for all leads and lifts. (A) Cement mortar 1:3 proportion. ( b )

Total (Bags)

Say (Bags)

Total (MT)

Deputy Exectutive Engineer Exectutive Engineer

Bhadran Irrigation Sub Division Anand Irrigation Division

Borsad Anand

Steel Requirement Statement

Sr No. Item No. Description of Item Qty Unit

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

1 11 welding joints where necessary, hooking etc. complete as per drawing for all lead 4.80 MT

and lifts. TMT / CRS (500D)

Total 4.80 MT

Deputy Exectutive Engineer Exectutive Engineer

Bhadran Irrigation Sub Division Anand Irrigation Division

Borsad Anand