Restoration works of Madar Medium Irrigation scheme and Keshar scheme under North Koel Canal Division, Aurangabad

Name of Work Restoration works of Madar Medium Irrigation scheme and Keshar scheme under North Koel Canal Division, Aurangabad Cost of Work as per BOQ Rs.6386163.76 Time of Completion in month 2026-12-01T00:00:00Z

Sl No. Items Requirement

Name of the contractor

Address of the contractor

1 Earnest Money As per NIT duly pledged in favour of Executive Engineer, North Koel Canal Division, Aurangabad (Pay either online or offline) (Bank Guarantee only)

Bid Security Amount - Rs.1,27800.00 Bid Security Amount - Rs.

2 Time of Completion

3 Registration No.

4 Character Certificate

5 GST Certificate

7 Legal Status of Bidder

8 Similar Nature of work (Minimum 10% of estimated amount) Minimum one similar work

9 Key Personnel Site Supervisor (Fresh Graduate in civil or Diploma civil + 03 years exp. Or ritired ITI Holder 1

10 Availability of Key equipment (either owned or leased or by procurement)

Type of equipment Max. age (years) No.

Excavator/ Poklane/ Front loader/ any front loading machine 8 2

Tractor/Tipper/Dumper 6 2

11 Affidavit in required format (Should be after the publication date of the NIT)

12 NOD Debar (If any)

Name of Work Restoration works of Madar Medium Irrigation scheme and Keshar scheme under North Koel Canal Division, Aurangabad Cost of Work as per BOQ Rs.6386163.76 Time of Completion in month 2026-12-01T00:00:00Z

Sl No. Items Requirement

Name of the contractor

Address of the contractor

1 Earnest Money As per NIT duly pledged in favour of Executive Engineer, North Koel Canal Division, Aurangabad (Pay either online or offline) (Bank Guarantee only)

Bid Security Amount - Rs.1,27800.00 Bid Security Amount - Rs.

2 Time of Completion

3 Registration No.

4 Character Certificate

5 GST Certificate

7 Legal Status of Bidder

8 Similar Nature of work (Minimum 10% of estimated amount) Minimum one similar work

9 Key Personnel Site Supervisor (Fresh Graduate in civil or Diploma civil + 03 years exp. Or ritired ITI Holder 1

10 Availability of Key equipment (either owned or leased or by procurement)

Type of equipment Max. age (years) No.

Excavator/ Poklane/ Front loader/ any front loading machine 8 2

Tractor/Tipper/Dumper 6 2

11 Affidavit in required format (Should be after the publication date of the NIT)

12 NOD Debar (If any)

Restoration Works of Madar Medium Irrigation Scheme and Kesahar Scheme Under North Koel Canal Division, Aurangabad

Sl. No. Items of Work Unit Quantity Rate Amount

1 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (5.1.27) Cum 766.260 201.60 154478.02

2 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job as per specifications and direction of E/I. (5.1.31) Cum 536.400 153.90 82551.96

3 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I. (5.1.37) Cum 39.58 350.10 13856.96

4 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I (5.7.14) Sqm 535.23 288.80 154574.42

5 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.4) Cum 108.06 6994.30 755804.06

6 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.5) Cum 85.60 7522.60 643934.56

7 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. (5.4.2) Cum 264.37 5177.00 1368643.49

8 Labour for laying fine filter (Sand) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete job as per specification and direction of E / I. (5.7.13) Cum 3.42 531.10 1816.36

9 Providing and laying dry pitching with precast cement concrete blocks of size 600 mm x 600 mm x 300 mm in M-150 with nominal mix of (1:2:4) in floor and flank wall with approved quality of graded coarse aggregate of required grade( as per design ) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I. (5.3.17) Cum 6.84 9413.50 64388.34

10 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. (5.3.18) Sqm 349.19 590.30 206126.86

11 Providing 12 mm thick cement plaster (1: 4) with approved quality sand of requisite F.M . washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E / I. (5.5.2) Sqm 227.11 221.80 50373.00

12 Providing 1.5 mm thick cement punning including curing complete job as per specification and direction of E / I. (5.5.10) Sqm 227.11 67.40 15307.21

13 Providing M.S reinforcement ( Tor steel ) as per approved design , drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/I. (5.3.22)

14 Labour for laying, fitting and fixing NP2 pipe with collars in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E / I. (5.6.1)

15 Earth work by Mechanical means with help of Excavator, Tipper and Spreader in canal or flood embankment ............... Pit will be beyond 150 meter from centre of bank i.e. perpendicular distance from centre of bank to nearest boundary of pit will be more than 150 meter) and with all lifts all complete job as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) (5.1.46.2) cum 49.89 250.92 12518.40

16 Watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.I. hammer to achieve minimum 85% of dry density including cost of carriage of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I. (5.1.38) Cum 39.91 102.90 4106.74

17 Supply 300 mm dia NP2 Hume pipe M 37.50 450.00 16875.00

18 Supply 600 mm dia NP2 Hume pipe 15.00 1150.00 17250.00

19 Supply of Metal filter Cum 3.42 1005.81 3439.87

20 Carriage of Materials

a) Cement + Steel MT 118.73 460.60 54687.04

b) Coarse Sad Cum 177.90 1152.00 204940.80

c) Stone chips Cum 180.67 2014.80 364013.92

e) Local Sand Cum 47.74 279.70 13352.88

Add Labour Cess @ 1% 53147.15

Total 6386163.76

General Abstract of Quantity

Restoration of Madar Medium Irrigation scheme and Kesahar Medium irregation scheme

Sl. No. Items of Work Unit Quantity Total Qty

C.D. Inlet Outlet E/W

1 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (5.1.27) Cum 396.66 245.25 124.35 766.26

2 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job as per specifications and direction of E/I. (5.1.31) Cum 277.66 171.69 87.05 536.40

3 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I. (5.1.37) Cum 9.39 24.54 5.65 39.58

4 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I (5.7.14) Sqm 125.22 334.56 75.45 535.23

5 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.4) Cum 18.78 67.53 21.75 108.06

6 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.5) Cum 85.60 85.60

7 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. (5.4.2) Cum 209.22 55.15 264.37

8 Labour for laying fine filter (Sand) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete job as per specification and direction of E / I. (5.7.13) Cum 3.42 3.42

9 Providing and laying dry pitching with precast cement concrete blocks of size 600 mm x 600 mm x 300 mm in M-150 with nominal mix of (1:2:4) in floor and flank wall with approved quality of graded coarse aggregate of required grade( as per design ) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I. (5.3.17) Cum 6.84 6.84

10 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. (5.3.18) Sqm 276.39 35.55 37.25 349.19

11 Providing 12 mm thick cement plaster (1: 4) with approved quality sand of requisite F.M . washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E / I. (5.5.2) Sqm 88.26 138.85 227.11

12 Providing 1.5 mm thick cement punning including curing complete job as per specification and direction of E / I. (5.5.10) Sqm 88.26 138.85 227.11

13 Providing M.S reinforcement ( Tor steel ) as per approved design , drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/I. 0.00

12 mm dia rod MT 7.28 7.28

16 mm dia rod MT 2.89 2.89

14 Labour for laying, fitting and fixing NP2 pipe with collars in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E / I. (5.6.1) 0.00

15 Earth work by Mechanical means with help of Excavator, Tipper and Spreader in canal or flood embankment ............... Pit will be beyond 150 meter from centre of bank i.e. perpendicular distance from centre of bank to nearest boundary of pit will be more than 150 meter) and with all lifts all complete job as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) (5.1.46.2) Cum 49.89 49.89

16 Watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.I. hammer to achieve minimum 85% of dry density including cost of carriage of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I. (5.1.38) Cum 39.91 39.91

15 Supply 300 mm dia NP2 Hume pipe M 37.50 37.50

16 Supply 600 mm dia NP2 Hume pipe Each 15.00 15.00

Supply 300 mm dia Collor 10.00 10.00

Supply 600 mm dia Collor 3.00 3.00

17 Supply of Metal filter Cum 3.42 3.42

18 Carriage of Materials 0.00 0.00

a) Cement + Steel MT 53.16 48.57 17.00 118.73

b) Coarse Sad Cum 48.52 99.63 29.75 177.90

c) Stone chips Cum 100.37 60.75 19.55 180.67

e) Local Sand Cum 11.30 29.64 6.80 47.74

Abstract of Quantity

Sl. No. Items of Work Unit Quantity for each outlet No of Outlet Total Qty Rate Amount

1 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (5.1.27) Cum 24.870 5 124.35 195.40 24297.99

2 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job as per specifications and direction of E/I. (5.1.31) Cum 17.41 5 87.05 149.30 12996.57

3 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I. (5.1.37) Cum 1.13 5 5.65 339.90 1920.44

4 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I (5.7.14) Sqm 15.09 5 75.45 313.60 23661.12

5 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.4) Cum 4.35 5 21.75 6385.70 138888.98

6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. (5.4.2) Cum 11.03 5 55.15 5425.90 299238.39

7 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. (5.3.18) Sqm 7.45 5 37.25 578.60 21552.85

8 Providing 12 mm thick cement plaster (1: 4) with approved quality sand of requisite F.M . washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E / I. (5.5.2) Sqm 27.77 5 138.85 211.80 29408.43

9 Providing 1.5 mm thick cement punning including curing complete job as per specification and direction of E / I. (5.5.10) Sqm 27.77 5 138.85 63.40 8803.09

10 Labour for laying, fitting and fixing NP2 pipe with collars in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E / I. (5.6.6.7) M 7.50 5 37.50 424.32 15912.00

11 Supply 300 mm dia NP2 Hume pipe M 7.50 5 37.50 450.00 16875.00

12 Supply 300 mm dia NP2 Hume pipe Collor Each 2.00 5 10.00 56.00 560.00

13 Carriage of Materials 5 0.00

Add Labour Cess @ 1% 7282.41

Total 872125.50

Say Rs 872125.00

J.E. A.E. Executive Egineer

North Koel Canal Division, Aurangabad

Detailed Estimate for

1 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (5.1.27)

For u/s & d/s face wall 2 nos x 2.37 m x 2.75 m x 1.45 m = 18.90 Cum

For HP 1 nos x 3.21 m x 1.25 m x 1 m = 4.01 Cum

For chamber 1 nos x 1.81 m x 1.8 m x 0.6 m = 1.95 Cum

2 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job as per specifications and direction of E/I. (5.1.31)

Quantity = 70% of above item no 1 = 17.41 Cum

3 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I. (5.1.37)

For u/s & d/s face wall 2 nos x 2.22 m x 2.1 m x 0.075 m = 0.6993 Cum

For HP 1 nos x 3.2 m x 1.05 m x 0.075 m = 0.252 Cum

For chamber 1 nos x 1.55 m x 1.55 m x 0.075 m = 0.18 Cum

4 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I (5.7.14)

For face wall 2 nos x 2.22 m x 2.1 m = 9.32 Sqm

For HP 1 nos x 3.20 m x 1.05 m = 3.36 Sqm

For chamber 1 nos x 1.55 m x 1.55 m = 2.40 Cum

5 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:3:6 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.4)

For face wall 2 nos x 2.22 m x 2.1 m x 0.25 m = 2.33 Cum

On top of wall 2 nos x 1.95 m x 0.3 m x 0.10 m = 0.12 Cum

For HP 1 nos x 3.20 m x 1.05 m x 0.20 m = 0.67 Cum

Deductin 1 nos x 3.20 m x .7854 x 0.45*0.45 = -0.51 Cum

For chamber 1 nos x 1.55 m x 1.55 m x 0.200 m = 0.48 Cum

on top of chamber 2 nos x 1.4 m x 0.25 m x 0.100 m 0.07 Cum

6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. (5.4.2)

Wall length = 1.95 m

For chamber 2 nos x 1.4 m x 0.25 m x 1.20 m = 0.84 Cum

7 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. (5.3.18)

Face wall foundation 4 nos x 2.10 m x 0.25 m = 2.1 Sqm

Coping 4 nos x 1.95 m x 0.10 m = 0.78 Sqm

HP 2 nos x 3.20 m x 0.15 m = 0.96 Sqm

For chamber 4 nos x 1.55 m x 0.15 m = 0.93 Sqm

on top of chamber 2 nos x 1.4 m x 0.1 m = 0.28 Sqm

2 nos x 0.9 m x 0.1 m = 0.18 Sqm

8 Providing 12 mm thick cement plaster (1: 4) with approved quality sand of requisite F.M . washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E / I. (5.5.2)

Wall 2 nos x 1.95 m x 1.8 m = 7.02 Sqm

2 nos x 1.95 m x 0.6 m = 2.34 Sqm

2 nos x 1.95 m x 0.8 m = 3.12 Sqm

Top of wall 2 nos x 1.95 m x 0.3 m = 1.17 Sqm

Side of wall 4 nos x 1.80 m x 0.75 m = 5.40 Sqm

4 nos x 0.80 m x 1 m = 3.20 Sqm

For chamber 2 nos x 1.4 m x 1.2 m 3.36 Sqm

2 nos x 0.9 m x 1.2 m 2.16 Sqm

9 Providing 1.5 mm thick cement punning including curing complete job as per specification and direction of E / I. (5.5.10)

Quantity Same as above item = 27.77 Sqm

10 Labour for laying, fitting and fixing NP2 pipe with collars in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E / I.

300 mm dia NP2 HP

No of Hume pipe = 3 Nos

3 Nos @ 2.5 m each = 7.5 m

11 Supply 300 mm dia NP2 Hume pipe = 7.5 m

12 Supply 300 mm dia NP2 Hume pipe Collor = 2 No

13 Carriage of material

a) Cement + Steel (3 K.M) = 3.400 MT

b) Coarse Sad (38 K.M) = 5.95 Cum

c) Stone chips (76 K.M)From Chhatarpur Quarry To Work Site = 3.91 Cum

d) Brick (6 K.M) = 4.97 Th.

e) Local Sand (1 K.M) = 1.36 Cum

J.E. A.E. Executive Engineer

North Koel Canal Division, Aurangabad.

Material Statement (Outlet)

Sl. No. Items Unit Quantity Cement Sand (Cum) Agreegate (Cum) Brick (Nos) Steel (MT) Local Sand

1 Brick Work Cum 11.03 0.90 3.58 4479.00

2 Brick Flat soling Sqm 15.09 487.00 0.23

3 Brick on edge soling Sqm 0.00 0

7 punning Sqm 27.77 0.39

8 Local sand Cum 1.13 1.13

CC Block Cum 0.00 0.00 0.00

stone Metal filter Cum 0.00

9 Reinforcement

Cement +Steel 3.40 MT

Calculation of S.F.

Sl. No. Items Unit Quantity Basic rate Royalty Total (Basic + Royalty) Amount

4 Stone agreegate Cum 3.91 813.12 500 1313.12 5134.30

Say Rs. 3566.00

Abstract of Quantity

Sl. No. Items of Work Unit Qty for each CD No. of CD Total Qty Rate Amount

1 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (5.1.27) Cum 396.660 1 396.66 195.40 77507.36

2 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job as per specifications and direction of E/I. (5.1.31) Cum 277.66 1 277.66 149.30 41454.64

3 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I. (5.1.37) Cum 9.39 1 9.39 339.90 3191.66

4 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I (5.7.14) Sqm 125.22 1 125.22 313.60 39268.99

5 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.4) Cum 18.78 1 18.78 6385.70 119923.45

6 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.5) Cum 85.60 1 85.6 6918.30 592206.48

7 Labour for laying fine filter (Sand) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete job as per specification and direction of E / I. (5.7.13) Cum 3.42 1 3.42 516.50 1766.43

8 Providing and laying dry pitching with precast cement concrete blocks of size 600 mm x 600 mm x 300 mm in M-150 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade( as per design ) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I. (5.3.17) Cum 6.84 1 6.84 9145.20 62553.17

9 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. (5.3.18) Sqm 276.39 1 276.39 578.60 159919.25

10 Providing M.S reinforcement ( Tor steel ) as per approved design , drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/I. (5.3.22) 1 0

11 Supply of Metal filter Cum 3.42 1 3.42 686.97 2349.44

12 Carriage of Materials 1 0

Add Labour Cess @ 1% 21447.24

Total 2578031.97

J.E. A.E. Executive Egineer

North Koel Canal Division, Aurangabad

Detailed Estimate for

1 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (5.1.27)

1 nos x 20 m x 2.5 m x 2 m = 100.00 Cum

4 nos x 6 m x 3.7 m x 2.9 m = 257.52 Cum

1 nos x 2.5 m x 5 m x 1.8 m = 22.50 Cum

1 nos x 2.5 m x 2 m x 1.5 m = 7.50 Cum

2 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job as per specifications and direction of E/I. (5.1.31)

Quantity = 70% of above item no 1 = 277.66 Cum

3 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I. (5.1.37)

culvert foundation 1 nos x 18 m x 2.4 m x 0.075 m = 3.24 Cum

wing wall 4 nos x 6 m x 3.1 m x 0.075 m = 5.58 Cum

cutoff 2 nos x 6.35 m x 0.6 m x 0.075 m = 0.57 Cum

4 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I (5.7.14)

culvert foundation 1 nos x 18 m x 2.4 m = 43.20 Sqm

wing wall 4 nos x 6 m x 3.1 m = 74.40 Sqm

cutoff 2 nos x 6.35 m x 0.6 m = 7.62 Sqm

5 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.4)

culvert foundation 1 nos x 18 m x 2.4 m x 0.15 m = 6.48 Cum

wing wall 4 nos x 6 m x 3.1 m x 0.15 m = 11.16 Cum

cutoff 2 nos x 6.35 m x 0.6 m x 0.15 m = 1.14 Cum

6 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.5)

culvert 2 nos x 18 m x 1.8 m x 0.30 m = 19.44 Cum

2 nos x 18 m x 1 m x 0.30 m = 10.80 Cum

Wing wall 4 nos x 6 m x 3.1 m x 0.40 m = 29.76 Cum

Kerb 2 nos x 0.45 m x 1.8 m x 0.80 m = 1.30 Cum

7 Labour for laying fine filter (Sand) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete job as per specification and direction of E / I.

2 nos x 3.8 m x 3 m x 0.15 m = 3.42 Cum

8 Providing and laying dry pitching with precast cement concrete blocks of size 600 mm x 600 mm x 300 mm in M-150 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade( as per design ) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I. (5.3.17)

CC Block casting

2 nos x 3.8 m x 3 m x 0.30 m = 6.84 Cum

9 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. (5.3.18)

Culvert 2 nos x 18 m x 0.15 m = 5.4 Sqm

2 nos x 18 m x 1.80 m = 64.8 Sqm

2 nos x 18 m x 1.00 m = 36 Sqm

1 nos x 18 m x 1.20 m = 21.6 Sqm

Wing wall 8 nos x 6 m x 0.30 m = 14.4 Sqm

8 nos x 6 m x 2.30 m = 110.4 Sqm

Cutoff 4 nos x 6.35 m x 0.15 m = 3.81 Sqm

Kerb 4 nos x 0.8 m x 1.80 m = 5.76 Sqm

10 Providing M.S reinforcement ( Tor steel ) as per approved design , drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/I. (5.3.22)

culvert 2 no x 120 no x 2.55 m = 612 m

Wing wall 2 no x 4 no x 40 no x 2.55 m = 816 m

2 no x 4 no x 40 no x 3.5 m = 1120 m

Kerb 2 no x 13 no x 3 m = 78 m

Add 5% extra for overlap & wastage 219.50

culvert 2 no x 17 no x 18.6 m = 632.4 m

Wing wall 2 no x 4 no x 6 m = 48 m

2 no x 8 no x 6 m = 96 m

Kerb 2 no x 13 no x 18.6 m = 483.6 m

Anchor 4 no x 120 no x 1.2 m = 576 m

Add 5% extra for overlap & wastage 154.56

12 Supply stone metal filter = 3.42 cum

13 Carriage of material

a) Cement + Steel (3 K.M) = 53.160 MT

b) Coarse Sad (38 K.M) = 48.520 Cum

c) Stone chips (76 K.M)From Chhatarpur Quarry To Work Site = 100.370 Cum

d) Brick (6 K.M) = 4.039 Th.

e) Local Sand (1 K.M) = 11.300 Cum

J.E. A.E. Executive Engineer

North Koel Canal Division, Aurangabad.

Material Statement (C.D.)

Sl. No. Items Unit Quantity Cement Sand (Cum) Agreegate (Cum) Brick (Nos) Steel (MT) Local Sand

1 Brick Work Cum 0.00 0.00 0.00

2 Brick Flat soling Sqm 125.22 4039.00 1.91

3 Brick on edge soling Sqm 0.00 0

6 12 mm Plaster (1:4) Sqm 0.00 0.00

7 punning Sqm 0.00

8 Local sand Cum 9.39 9.39

stone Metal filter Cum 3.42 3.42

9 Reinforcement MT 10.17 10.17

Cement +Steel 53.16 MT

Calculation of S.F.

Sl. No. Items Unit Quantity Basic rate Royalty Total (Basic + Royalty) Amount

Say Rs. 18602.00

Abstract of Quantity

Sl. No. Items of Work Unit Qty for each Inlet No. of Inlet Total Qty Rate Amount

1 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (5.1.27) Cum 81.750 3 245.25 188.72 46283.58 0.4628358

2 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job as per specifications and direction of E/I. (5.1.31) Cum 57.23 3 171.69 144.31 24776.58 0.247765839

3 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I. (5.1.37) Cum 8.18 3 24.54 334.24 8202.25 0.082022496

4 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I (5.7.14) Sqm 111.52 3 334.56 310.80 103981.25 1.03981248

5 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.4) Cum 22.51 3 67.53 6359.04 429425.97 4.294259712

6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. (5.4.2) Cum 69.74 3 209.22 5395.25 1128794.21 11.28794205

7 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. (5.3.18) Sqm 11.85 3 35.55 571.12 20303.32 0.20303316

8 Providing 12 mm thick cement plaster (1: 4) with approved quality sand of requisite F.M . washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E / I. (5.5.2) Sqm 29.42 3 88.26 207.32 18298.06 0.182980632

9 Providing 1.5 mm thick cement punning including curing complete job as per specification and direction of E / I. (5.5.10) Sqm 29.42 3 88.26 62.00 5472.12 0.0547212

10 Labour for laying, fitting and fixing NP2 pipe with collars in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E / I. (5.6.1.5) M 5.00 3 15.00 1073.97 16109.55 0.1610955

11 Supply 600 mm dia NP2 Hume pipe M 5.00 3 15.00 1150.00 17250.00 0.1725

12 Supply 600 mm dia NP2 Hume pipe Collor Each 1.00 3 3.00 145.00 435.00 0.00435

13 Carriage of Materials 3 0.00 0.00 0

Add Labour Cess @ 1% 22828.05

Total 2724854.69

J.E. A.E. Executive Egineer

North Koel Canal Division, Aurangabad

Detailed Estimate for

INLET STRUCTURE

1 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (5.1.27)

For u/s face wall 1 nos x 1.5 m x 2.8 m x 1.45 m = 6.09 Cum

For u/s return wall 2 nos x 4 m x 2.8 m x 1.45 m = 32.48 Cum

D/S face wall 1 nos x 4 m x 3.1 m x 1.45 m = 17.98 Cum

profie wall 2 nos x 10 m x 0.9 m x 1.2 m = 21.60 Cum

cutoff 1 nos x 5 m x 0.6 m x 1.2 m = 3.60 Cum

2 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job as per specifications and direction of E/I. (5.1.31)

Quantity = 70% of above item no 1 = 57.23 Cum

3 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I. (5.1.37)

For u/s face wall 1 nos x 1.5 m x 2.8 m x 0.075 m = 0.315 Cum

For u/s return wall 2 nos x 4 m x 2.8 m x 0.075 m = 1.68 Cum

D/S face wall 1 nos x 4 m x 3.1 m x 0.075 m = 0.93 Cum

profie wall 1 nos x 10 m x 0.9 m x 0.075 m = 0.68 Cum

cutoff 1 nos x 5 m x 0.6 m x 0.075 m = 0.23 Cum

u/s protection 1 nos x 3.25 m x 1.8 m x 0.075 m = 0.44 Cum

HP 1 nos x 2.4 m x 1.05 m x 0.075 m = 0.19 Cum

canal bed 1 nos x 5 m x 2.45 m x 0.075 m = 0.92 Cum

canal slope 2 nos x 5 m x 3.75 m x 0.075 m = 2.81 Cum

4 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I (5.7.14)

For u/s face wall 1 nos x 1.5 m x 2.8 m = 4.20 Sqm

For u/s return wall 2 nos x 4 m x 3.1 m = 24.80 Sqm

D/S face wall 1 nos x 4 m x 3.1 m = 12.40 Sqm

profie wall 1 nos x 10 m x 0.9 m = 9.00 Sqm

cutoff 1 nos x 5 m x 0.6 m = 3.00 Sqm

u/s protection 1 nos x 3.25 m x 1.8 m = 5.85 Sqm

HP 1 nos x 2.4 m x 1.05 m = 2.52 Sqm

canal bed 1 nos x 5 m x 2.45 m = 12.25 Sqm

canal slope 2 nos x 5 m x 3.75 m = 37.50 Sqm

5 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.4)

For u/s face wall 1 nos x 1.5 m x 2.3 m x 0.28 m = 0.98 Cum

For u/s return wall 2 nos x 4 m x 2.3 m x 0.28 m = 5.24 Cum

D/S face wall 1 nos x 4 m x 3.1 m x 0.29 m = 3.61 Cum

profie wall 1 nos x 10 m x 0.9 m x 0.150 m = 1.35 Cum

cutoff 1 nos x 5 m x 0.6 m x 0.150 m = 0.45 Cum

HP 1 nos x 2.4 m x 1.05 m x 0.150 m = 0.38 Cum

canal bed 1 nos x 5 m x 2.45 m 0.150 m = 1.84 Cum

canal slope 2 nos x 5 m x 3.75 m 0.150 m = 5.63 Cum

u/s protection 1 nos x 3.25 m x 1.8 m 0.300 m = 1.76 Cum

For u/s face wall 1 nos x 1.5 m x 0.6 m x 0.075 m = 0.07 Cum

For u/s return wall 2 nos x 4 m x 0.6 m x 0.075 m = 0.36 Cum

D/S face wall 1 nos x 4 m x 0.6 m x 0.075 m = 0.18 Cum

profie wall 1 nos x 2.45 m x 0.6 m x 0.075 m = 0.11 Cum

cutoff 1 nos x 5 m x 0.6 m x 0.075 m 0.23 Cum

6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. (5.4.2)

For u/s face wall/return wall 1 nos x 0.5*(2.8+1.5)*1 m x 6.50 m = 13.98 Cum

D/S face wall 1 nos x 0.5*(3.1+1.8)*1 m x 4.00 m = 9.80 Cum

cutoff 1 nos x 5 m x 0.8 m x 0.30 m = 1.20 Cum

Profile wall 2 nos x 9.95 m x 2.9 m x 0.60 m = 34.63 Cum

Deduction 2 nos x 5.6 m x 2.1 m x 0.60 m = -14.11 Cum

7 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. (5.3.18)

For u/s face wall 1 nos x 1.5 m x 0.30 m 0.45 Sqm

For u/s return wall 2 nos x 4 m x 0.30 m 2.4 Sqm

D/S face wall 1 nos x 4 m x 0.30 m 1.2 Sqm

profie wall 1 nos x 10 m x 0.15 m 1.5 Sqm

cutoff 1 nos x 5 m x 0.15 m 0.75 Sqm

HP 1 nos x 3 m x 0.15 m 0.45 Sqm

canal bed 1 nos x 5 m x 0.15 m 0.75 Sqm

canal slope 2 nos x 5 m x 0.15 m 1.5 Sqm

For u/s face wall 1 nos x 1.5 m x 0.10 m 0.15 Sqm

For u/s return wall 2 nos x 4 m x 0.10 m 0.8 Sqm

D/S face wall 1 nos x 4 m x 0.10 m 0.4 Sqm

profie wall 1 nos x 2.45 m x 0.10 m 0.245 Sqm

cutoff 1 nos x 5 m x 0.10 m = 0.50 Sqm

8 Providing 12 mm thick cement plaster (1: 4) with approved quality sand of requisite F.M . washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E / I. (5.5.2)

Wall 1 nos x 6.50 m x 2.2 m = 14.30 Sqm

2 nos x 0.60 m x 2.6 m = 3.12 Sqm

9 Providing 1.5 mm thick cement punning including curing complete job as per specification and direction of E / I. (5.5.10)

Quantity Same as above item = 29.42 Sqm

10 Labour for laying, fitting and fixing NP2 pipe with collars in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E / I. (5.6.1.5)

No of Hume pipe = 2 Nos

No of Hume pipe 2 Nos @ 2.5 m each = 5 m

11 Supply 600 mm dia NP2 Hume pipe = 5 m

12 Supply 600 mm dia NP2 Hume pipe Collor = 1 No

13 Carriage of material

a) Cement + Steel (3 K.M) = 16.190 MT

b) Coarse Sad (38 K.M) = 33.210 Cum

c) Stone chips (76 K.M)From Chhatarpur Quarry To Work Site = 20.250 Cum

d) Brick (6 K.M) = 31.917 Th.

e) Local Sand (1 K.M) = 9.88 Cum

J.E. A.E. Executive Engineer

North Koel Canal Division, Aurangabad.

Detailed Estimate for

1 Earth work by Mechanical means with help of Excavator, Tipper and Spreader in canal or flood embankment ............... Pit will be beyond 150 meter from centre of bank i.e. perpendicular distance from centre of bank to nearest boundary of pit will be more than 150 meter) and with all lifts all complete job as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) (5.1.46.2)

2 Watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.I. hammer to achieve minimum 85% of dry density including cost of carriage of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I.(5.1.38)

Quantity = 80 % of above Item no 1 39.91 Cum

ANALYSIS OF RATE

5.1.27 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I.

Unit :- Per Cum

Taking Out put =28.32 Cum

Unskilled mazdoor for cutting and carrying etc. 11 nos 436.00 4796.00

Head mason 0.25 nos 672.00 168.00

Add Overhead charge & C.P@15% 744.60

Say Rs 201.60 Per M3

5.1.31 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job as per specifications and direction of E/I. Basic rate Royalty Total (Basic + Royalty)

Unit :-Per Cum Brick 5241 45 5286

Taking Out put=28.32 Cum Coarse Sand 462.9 75 537.9 637.9

Unskilled mazdoor for cutting . 4.5 nos 436.00 1962.00 Local Sand 75.48 75 150.48 150.48

Unskilled mazdoor for carrying . 4 nos 436.00 1744.00 Stone agreegate 1144.56 150 1294.56

Head mason 0.125 nos 672.00 84.00 Earth 0 33 33

Add Overhead charge & C.P@15% 568.50

Say Rs 153.90 Per M3

5.1.37 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I.

Taking Out put =2.832 Cum

Unskilled mazdoor for cutting 1 nos 436.00 436.00

Local Sand 2.832 Cum 150.48 426.16

Add Overhead charge & C.P@15% 129.32

Say Rs 350.10 Per M3

5.1.38 Watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.I. hammer to achieve minimum 85% of dry density including cost of carriage of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I.

Taking Out put =28.32 Cum

Cost of Water LS 15.00

Unskilled mazdoor 3 nos 436.00 1308.00

Bhisti for carriage of water and sprinkling 3 nos 428.00 1284.00

Add Overhead charge & C.P@15% 391.05

Say Rs 105.90 Per M3

5.3.4 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I.

Taking Out put=2.832 Cum

Coarse aggregates (20 mm To 10 mm) (Rate of approved quality of aggregate as per Design) 2.548 M3 1313.12 3345.83

Head mason 0.5 nos 672.00 336.00

Mason Gr II 1 nos 551.00 551.00

Unskilled mazdoor 12 nos 436.00 5232.00

Bhisti 1 nos 428.00 428.00

C. HIRE CHARGES OF MACHINE

(i)Concrete mixer (10 H.P ) for 2.832 cum consists 1.43 362 517.66

on the basic of mixer production capacity 1.98 m3

per hour. Used rate per hourx2.832/1.98

(ii) Vibrator 1no. To vibrate 2.832 cum on the 1.43 419 599.17

basic of vibrator capacity 1.98 cum per hour.

Used rate per hourx2.832/1.98

Add Overhead charge & C.P@15% 2583.62

Say Rs 6994.30 Per M3

5.3.5 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I.

Taking Out put=2.832 Cum

Coarse aggregates (20 mm To 10 mm) (Rate of approved quality of aggregate as per Design) 2.436 M3 1313.12 3198.76

Head mason 0.5 nos 672.00 336.00

Mason Gr II 1 nos 551.00 551.00

Unskilled mazdoor 12 nos 436.00 5232.00

Bhisti 1 nos 428.00 428.00

C. HIRE CHARGES OF MACHINE

(i)Concrete mixer (10 H.P ) for 2.832 cum consists 1.43 362 517.66

on the basic of mixer production capacity 1.98 m3

per hour. Used rate per hourx2.832/1.98

(ii) Vibrator 1no. To vibrate 2.832 cum on the 1.43 419 599.17

basic of vibrator capacity 1.98 cum per hour.

Used rate per hourx2.832/1.98

Add Overhead charge & C.P@15% 2778.80

Say Rs 7522.60 Per M3

5.3.17 Providing and laying dry pitching with precast cement concrete blocks of size 600 mm x 600 mm x 300 mm in M-150 with nominal mix of (1:2:4) in floor and flank wall with approved quality of graded coarse aggregate of required grade( as per design ) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I.

Taking Out put =2.832 Cum

Coarse aggregates Gr IV (Cost of coarse aggregate as per Design) 2.548 M3 1145.16 2917.87

Head mason 0.5 nos 672.00 336.00

Mason Gr II 1 nos 551.00 551.00

Unskilled mazdoor 12 nos 436.00 5232.00

Bhisti 1 nos 428.00 428.00

Unskilled mazdoor for placing blocks in position 4 nos 436.00 1744.00

C HIRE CHARGES OF MACHINE

(i)Concrete mixer (10 H.P ) for 2.832 cum consists 1.43 hr 362 517.66

on the basic of mixer production capacity 1.98 m3

per hour. Used rate per hourx2.832/1.98

(ii) Vibrator 1no. To vibrate 2.832 cum on the 1.43 hr 419 599.17

basic of vibrator capacity 1.98 cum per hour.

Used rate per hourx2.832/1.98

D SHUTTERING CHARGES

Shuttering 25 blocks 25 mm thick mango planks

with 10 % wastage 20.45 sqm 20.45X25/1000 0.51M3 @Rs11075.00 0.51125 PerM3 26000.00 13292.5 ok with proper calculation

Add 1 % for cost of nails and spikes 132.93

Carpenter Gr II 3 Rs 551.00 1653.00

Unskilled mazdoor 8 Rs 436.00 3488.00

Assuming 4 uses to calculate 18566.43 a

Cost of shuttering for 2.832 cum = a/4 4641.61 D

TOTAL=A+B+C+D 23181.75

Add Overhead charge & C.P@15% 3477.26

Say Rs 9413.50 Per M3

5.3.18 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I.

Taking Out put=9.30 Sqm

Local wood planks 38 mm thick =9.3 x 38 / 1000 0.353 cum

Add 5 % wastage 0.017 cum

Cost of 0.37 cum lock wood planks 0.37 cum 26000.00 9620.00

Add cost for strutting and propping @ 10 % of above 962.00

Total cost of wood 10582.00

Assuming 4 uses to calculate 4 use

Cost of shuttering for 2.832 cum total cost/4 2645.50

Add 1 % for cost of nails and spikes on total cost of wood 105.82

Carpenter Gr II 1.5 nos 551.00 826.50

Unskilled mazdoor 2.5 nos 436.00 1090.00

C Carriage of materials

Cost of the carriage of materials from Godown and back to godown after use including loading unloading and stacking @ 1 % of Total cost of wooden materials 105.82 C

TOTAL cost per 9.3 sqm =A+B+C 4773.64

Add Overhead charge & C.P@15% 716.05

Say Rs 590.30 Per M2

5.4.2 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I.

Taking Out put=2.832 Cum

Head mason 0.125 nos 672.00 84.00

Mason Gr II 2.5 nos 551.00 1377.50

Unskilled mazdoor 5 nos 436.00 2180.00

Bhisti 1 nos 428.00 428.00

Add Overhead charge & C.P@15% 1912.34

Say Rs 5177.00 Per M3

5.7.13(a) Labour for laying fine filter (Sand) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete job as per specification and direction of E / I.

Taking Out put = 2.832 Cum

Unskilled mazdoor 3 nos 436.00 1308.00

Add Overhead charge & C.P@15% 196.20

Say Rs 531.10 Per M3

5.7.14 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I

Taking Out put =9.30 Sqm

Local Sand 0.142 M3 150.48 21.37

Mason Gr II 0.50 nos 551.00 275.50

Unskilled mazdoor 1.00 nos 436.00 436.00

Add Overhead charge & C.P15% 350.28

Say Rs 288.80 Per M2

5.5.2 Providing 12 mm thick cement plaster (1: 4) with approved quality sand of requisite F.M . washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E / I.

Taking Out put =9.30 Sqm

Mason Gr II 1 nos 551.00 551.00

Unskilled mazdoor 1.5 nos 436.00 654.00

Bhisti 0.5 nos 428.00 214.00

Add Overhead charge & C.P@15% 269.11

Say Rs 221.80 Per M2

5.5.10 Providing 1.5 mm thick cement punning including curing complete job as per specification and direction of E / I.

Taking Out put =9.30 Sqm

Head Mason 0.0625 nos 672 42.00

Mason Gr II 0.5 nos 551.00 275.50

Unskilled mazdoor 0.25 nos 436.00 109.00

Add Overhead charge & C.P@15% 81.78

Say Rs 67.40 Per M2

5.6.1 Labour for laying, fitting and fixing NP2 pipe with collars in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E / I.

5.6.1.3 300 mm dia NP2 H.P

Taking Out put =10 M

(Assuming 4 pipes of 2.5 mtr length and 3 collars)

Head Mason 1.00 nos 672.00 672.00

Unskilled mazdoor 6.000 nos 436.00 2616.00

Fitter Gr I 0.750 nos 672.00 504.00

Add Overhead charge & C.P@15% 608.65

Say Rs 466.60 Per M

5.6.1.5 600 mm dia NP2 HP

Taking Out put =10 M

(Assuming 4 pipes of 2.5 mtr length and 3 collars)

Head Mason 1.50 nos 672.00 1008.00

Unskilled mazdoor 9.000 nos 436.00 3924.00

Fitter Gr I 0.750 nos 672.00 504.00

Add Overhead charge & C.P@15% 875.34

Say Rs 671.10 Per M

5.6.1.7 900mm dia or 1000mm dia NP2 HP

Taking Out put =10 M

(Assuming 4 pipes of 2.5 mtr length and 3 collars)

Head Mason 2.00 nos 672.00 1344.00

Unskilled mazdoor 12.000 nos 436.00 5232.00

Fitter Gr I 0.750 nos 672.00 504.00

Add Overhead charge & C.P@15% 1148.73

Say Rs 880.70 Per M

5.3.22 Providing M.S reinforcement ( Tor steel ) as per approved design , drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/I.

Assuming 1.00 M.T

(a). T.M.T Fe-500 8 mm

(A). Providing Fe-500 reinforcement

(including 5 % wastage ) 1.05 M.T 59000.00 61950.00

(B). i. Annealed wire 14 Kg 49.12 687.68

ii Black smith Gr II 9 nos 551.00 4959.00

iii. Head black smith 1 nos 672.00 672.00

iv. Skilled mazdoor 8 nos 551.00 4408.00

v Unskilled mazdoor 2 nos 436.00 872.00

Add Overhead charge & C.P@15% 11032.30

Say Rs 84581.00 Per M.T

(b). T.M.T Fe-500 10 mm

(A). Providing Fe-500 reinforcement

(including 5 % wastage ) 1.05 M.T 57100.00 59955.00

(B). i. Annealed wire 14 Kg 49.12 687.68

ii Black smith Gr II 9 nos 551.00 4959.00

iii. Head black smith 1 nos 672.00 672.00

iv. Skilled mazdoor 8 nos 551.00 4408.00

v Unskilled mazdoor 2 nos 436.00 872.00

Add Overhead charge & C.P@15% 10733.05

Say Rs 82286.70 Per M.T

(c). T.M.T Fe-500 12 mm

(A). Providing Fe-500 reinforcement

(including 5 % wastage ) 1.05 M.T 56500.00 59325.00

(B). i. Annealed wire 14 Kg 49.12 687.68

ii Black smith Gr II 9 nos 551.00 4959.00

iii. Head black smith 1 nos 672.00 672.00

iv. Skilled mazdoor 8 nos 551.00 4408.00

v Unskilled mazdoor 2 nos 436.00 872.00

Add Overhead charge & C.P@15% 10638.55

Say Rs 81562.20 Per M.T

(d). T.M.T Fe -500 16 mm

(A). Providing Fe-500 reinforcement

(including 5 % wastage ) 1.05 M.T 56500.00 59325.00

(B). i. Annealed wire 14 Kg 49.12 687.68

ii Black smith Gr II 9 nos 551.00 4959.00

iii. Head black smith 1 nos 672.00 672.00

iv. Skilled mazdoor 8 nos 551.00 4408.00

v Unskilled mazdoor 2 nos 436.00 872.00

Add Overhead charge & C.P@15% 10638.55

Say Rs 81562.20 Per M.T

RATE ANALYSIS OF CARRAIGE

1 CEMENT+STEEL(LEAD 3 KM PUCCA FROM AURANGABAD)

2 LOCAL SAND(LEAD 0.50 KM KUTCHA & 0.50 KM PUCCA)

3 COARSE SAND(LEAD KACHHA 1 KM & PUCCA 37 KM)

4 STONE CHIPS(LEAD 1 KM KUCHHA & 75 KM PUKKA FROM CHHATARPUR QUARRY TO WORK SITE

5 BRICKS(LEAD 1K +5P)

Material Statement (Inlet)

Sl. No. Items Unit Quantity Cement Sand (Cum) Agreegate (Cum) Brick (Nos) Steel (MT) Local Sand

2 Brick Flat soling Sqm 111.52 3597.00 1.70

3 Brick on edge soling Sqm 0.00 0

7 punning Sqm 29.42 0.41

8 Local sand Cum 8.18 8.18

stone Metal filter Cum 0.00 0.00

9 Reinforcement

Cement +Steel 16.19 MT

Calculation of S.F.

Sl. No. Items Unit Quantity Basic rate Royalty Total (Basic + Royalty) Amount

4 Stone agreegate Cum 20.25 813.12 500 1313.12 26590.68

Say Rs. 21973.00