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CHAPTER NO. 25 IRON WORK DESCRIPTION OF ITEM: 1 Laying, Linking & Packing Tram way line. Detail Unit of Rate 100 Rft. Rate Qty Per Unit Rate Analysis for 350 Rft LABOUR 1 Jamadar (Mate) 1.00 No. 85.00 2 Keyman (Skilled Cooly) 1.00 No. 160.00 3 Coolies (Unskilled) 7.00 Nos. 140.00 Total Sundries 10.00 Percent Total Contractor's Profit & Ove 20.00 Percent Total ITEM RATE Labour Rate Per 100 Lft. Rs. 462.00 Say Labour Rate Per R M Rs. 15.15 Say

Rate analsis Chapter No. 25 (Iron Work)

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Page 1: Rate analsis Chapter No. 25 (Iron Work)

Page 1

CHAPTER NO. 25

IRON WORK

DESCRIPTION OF ITEM:

1 Laying, Linking & Packing

Tram way line.

Detail Unit of Rate 100 Rft.

Rate

Qty Per Unit Amount

Rate Analysis for 350 Rft

LABOUR

1 Jamadar (Mate) 1.00 No. 85.00 85.00

2 Keyman (Skilled Cooly) 1.00 No. 160.00 160.00

3 Coolies (Unskilled) 7.00 Nos. 140.00 980.00

Total 1225.00

Sundries 10.00 Percent 122.50

Total 1347.50

Contractor's Profit & Overh 20.00 Percent 269.50

Total 1617.00

ITEM RATE

Labour Rate Per 100 Lft. Rs. 462.00 Say 462.00

Labour Rate Per R M Rs. 15.15 Say 15.15

Page 2: Rate analsis Chapter No. 25 (Iron Work)

Page 2

2. Dismantling Tramway track.

Detail Unit of Rate 100 Rft.

Rate

Qty Per Unit Amount

Rate Analysis for 1400 Rft.

LABOUR

1 Jamadar (Mate) 1.0 No. 85.00 85.00

2 Skilled Cooly 1.0 No. 160.00 160.00

3 Coolies (Unskilled) 10.0 Nos. 140.00 1400.00

Total 1645.00

Sundries 10.00 Percent 164.50

Total 1809.50

Contractor's Profit & Overh 20.00 Percent 361.90

Total 2171.40

ITEM RATE

Labour Rate Per 100 Lft. Rs. 155.10 Say 155.10

Labour Rate per RM Rs. 5.09 Say 5.10

Page 3: Rate analsis Chapter No. 25 (Iron Work)

Page 3

3. Laying, Linking of B.G Track including packing, straightening and levelling.

Detail Unit = 100 Rft

Rate

Qty Per Unit Amount

Rate Analysis per 120 Rft.

LABOUR

1 Jamadar (Mate) 1.0 No. 85.00 85.00

2 Keyman (Skilled Cooly) 1.0 No. 160.00 160.00

3 Coolies (Unskilled) 6.0 Nos. 140.00 840.00

Total 1085.00

Sundries 10.00 Percent 108.50

Total 1193.50

Contractor's Profit & Overh 20.00 Percent 238.70

Total 1432.20

ITEM RATE

Labour Rate Per 100 Lft. Rs. 1,193.50 Say 1193.50

Labour Rate per RM Rs. 39.15 Say 39.15

Page 4: Rate analsis Chapter No. 25 (Iron Work)

Page 4

4. Linking points and crossings complete with fastenings.

Detail Unit = Each

Rate

Qty Per Unit Amount

LABOUR

1 Jamadar (Mate) 0.5 No. 85.00 42.50

2 Keyman (Skilled Cooly) 0.5 No. 160.00 80.00

3 Coolies (Unskilled) 5.5 Nos. 140.00 770.00

Total 892.50

Sundries 10.00 Percent 89.25

Total 981.75

Contractor's Profit & Overh 20.00 Percent 196.35

Total Say 1178.10

ITEM RATE

Labour Rate Per Each Rs. 1,178.10 Say 1178.10

Page 5: Rate analsis Chapter No. 25 (Iron Work)

Page 5

5. Bending or straightening B.G. rail with Jim crow

Detail Unit Rate Per Each Point

Rate

Qty Per Unit Amount

LABOUR

1 Black Smith 0.20 No. 170.00 per day 34.00

2 Coolies (Unskilled) 0.50 No. 140.00 per day 70.00

Total 104.00

Sundries 10.00 Percent 10.40

Total 114.40

Contractor's Profit & Overh 20.00 Percent 22.88

Total Say 137.28

ITEM RATE

Labour Rate Per Each Point Rs. 137.28 Say 137.30

Page 6: Rate analsis Chapter No. 25 (Iron Work)

Page 6

6. Fixing street lamp post.

Detail Unit Rate Per Each

Rate

Qty Per Unit Amount

LABOUR

1 Coolies (Unskilled) 0.85 No. 140.00 per day 119.00

Total 119.00

Sundries 10.00 Percent 11.90

Total 130.90

Contractor's Profit & Overh 20.00 Percent 26.18

Total 157.08

ITEM RATE

Labour Rate Per/Each Rs. 157.08 Say 157.10

Page 7: Rate analsis Chapter No. 25 (Iron Work)

Page 7

7. Binding ends of sleepers and timbers of all sizes and kinds including spreading and

restacking.

Detail Unit Rate Per 100 Nos.

Rate

Qty Per Unit Amount

LABOUR

1 Fitter 1.5 No. 170.00 per day 255.00

2 Mate 0.5 No. 85.00 per day 42.50

3 Coolies (unskilled) 5.75 No. 140.00 per day 805.00

Total 1102.50

Sundries 10.00 Percent 110.25

Total 1212.75

Contractor's Profit & Overh 20.00 Percent 242.55

Total 1455.30

ITEM RATE

Labour Rate Per 100 Nos. Rs. 1,455.30 Say 1455.30

Page 8: Rate analsis Chapter No. 25 (Iron Work)

Page 8

8. Opening stacks of sleepers and Timbers of all kinds and sizes including spreading for

inspection and restacking within chain lead.

Detail Unit Rate Per 100 Nos.

Rate

Qty Per Unit Amount

Rate Analysis for 1500 Nos.

LABOUR

1 Mate 1.0 No. 85.00 per day 85.00

2 Coolies (unskilled) 14.0 Nos. 140.00 per day 1960.00

Total 2045.00

Sundries 10.00 Percent 204.50

Total 2249.50

Contractor's Profit & Overh 20.00 Percent 449.90

Total 2699.40

Say 2699.40

ITEM RATE

Labour Rate Per 100 Nos. Rs. 179.96 Say 179.95

Page 9: Rate analsis Chapter No. 25 (Iron Work)

Page 9

9. Small Iron work such as gusset plates, knees, bends, strips, straps, rings etc. including

cutting, drilling, revitting, bending assembling & fixing but excluding erection in position.

Detail Unit = 1 Cwt.

Rate

Qty Per Unit Amount

Rate Analysis for 1 Cwt.

MATERIAL

1 Iron = 1.0 Cwt. 55.90 Kg 24.00 per Kg 1341.60

wastage 10% = 0.1 Cwt.

1.10 Cwt. or 55.90

2 Char Coal 8.40 Kg 4.00 per Kg 33.60

3 Steel Revits 0.68 Kg 35.01 per Kg 23.81

Total 1399.01

Contractor's Profit & Overh 20.00 Percent 279.80

Total 1678.81

LABOUR

Black Smith 1.50 Nos. 170.00 per day 255.00

Coolies (Unskilled) 2.50 Nos. 140.00 per day 350.00

Total 605.00

Sundries 10.00 Percent 60.50

Total 665.50

Contractor's Profit & Overh 20.00 Percent 133.10

Total 798.60

Say 535.40

ITEM RATE

Labour Rate for 1 Cwt. Rs. 535.40 Say 535.40

Composite Rate for 1 Cwt. Rs. 2214.21 Say 2214.20

Labour Rate/100 Kgs. Rs. 1053.94 Say 1053.95

Composite Rate/100 Kgs. Rs. 4358.68 Say 4358.70

Page 10: Rate analsis Chapter No. 25 (Iron Work)

Page 10

10. Fabrication of heavy steel work, with angle, tees, flat iron, round iron and sheet iron for

making trusses, girders, tanks etc. including cutting, drilling, revitting handling,

assembling and fixing but excluding erection in position.

Detail Unit = 1 Cwt.

Rate

Qty Per Unit Amount

Rate Analysis for 1 Cwt.

MATERIAL

1 Iron = 1.00 Cwt

wastage 5% = 0.05 Cwt 53.36 Kg 88.00 Per Kg. 4695.68

1.05 Cwt. or (53.36 Kg.)

2 Char Coal 7.46 Kg 6.00 Per Kg. 44.76

3 Steel Revits 0.45 Kg 90.00 Per Kg. 40.50

Total 4780.94

Contractor's Profit & Overh 25.00 Percent 1195.24

Total 5976.18

LABOUR

1 Black Smith 0.5 No. 275.00 per day 137.50

2 Hammer man 0.9 No. 125.00 per day 112.50

Total 250.00

Sundries 10.00 Percent 25.00

Total 275.00

Contractor's Profit & Overh 25.00 Percent 68.75

Total 343.75

ITEM RATE

Labour Rate/Cwt Rs. 343.75 Say 343.75

Composite Rate/One Cwt. Rs. 6319.93 Say 6319.95

Labour Rate/100 Kg. Rs. 676.67 Say 676.65

Composite Rate/100 Kg Rs. 12440.80 Say 12440.80

Page 11: Rate analsis Chapter No. 25 (Iron Work)

Page 11

11. Erection and fitting in position of iron trusses, staging of water tanks.

Detail Unit = 100 Kg

Rate

Qty Per Unit Amount

Rate Analysis for 9.00 Cwt.

LABOUR

1 Fitter 2.0 No. 170.00 per day 340.00

2 Coolies (unskilled) 2.0 No. 140.00 per day 280.00

Total 620.00

Sundries 10.00 Percent 62.00

Total 682.00

Contractor's Profit & Overh 20.00 Percent 136.40

Total 818.40

Rate/Cwt 818.40 = Rs. 65.88

9

ITEM RATE

Labour Rate / Cwt. Rs. 90.93 Say 90.95

Labour Rate 100 Kg Rs. 179.00 Say 179.00

Page 12: Rate analsis Chapter No. 25 (Iron Work)

Page 12

12. Fixing corrugated iron sheet including revitting.

Detail Unit Rate Per 100 Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 125 Sft.

LABOUR

1 Black smith 1.0 No. 170.00 Per day 170.00

2 Coolies (unskilled) 1.0 No. 140.00 Per day 140.00

Total 310.00

Sundries 10.00 Percent 31.00

Total 341.00

Contractor's Profit & Overh 20.00 Percent 68.20

Total 409.20

ITEM RATE

Labour Rate 100 Sft. Rs. 327.36 Say 327.35

Labour Rate/Sq.m Rs. 35.22 Say 35.20

Page 13: Rate analsis Chapter No. 25 (Iron Work)

Page 13

13. Erecting corrugated iron sheet tanks upto 20 ft. height.

Detail Unit = 100 Kg

Rate

Qty Per Unit Amount

Rate Analysis for 14.25 Cwt.

LABOUR

1 Black smith 2.0 Nos. 170.00 Per day 340.00

2 Coolies (unskilled) 9.5 Nos. 140.00 Per day 1330.00

Total 1670.00

Sundries 10.00 Percent 167.00

Total 1837.00

Contractor's Profit & Overh 20.00 Percent 367.40

Total 2204.40

Rate / Cwt. 2204.40 = Rs. 154.69

14.25

ITEM RATE

Labour Rate/ One Cwt Rs. 154.69 Say 154.70

Labour Rate / 100 Kg. Rs. 304.52 Say 304.50

Page 14: Rate analsis Chapter No. 25 (Iron Work)

Page 14

14. Erecting rolled steel beams on old rails in roofs etc., erection and fixing in position.

Detail Unit 100 Kg.

Rate

Qty Per Unit Amount

Rate Analysis for 30 Cwt.

LABOUR

1 Black smith 0.5 No. 170.00 Per day 85.00

2 Coolies (unskilled) 14.5 Nos. 140.00 Per day 2030.00

Total 2115.00

Sundries 10.00 Percent 211.50

Total 2326.50

Contractor's Profit & Overh 20.00 Percent 465.30

Total 2791.80

ITEM RATE

Labour Rate /Cwt. Rs. 93.06 Say 93.05

Labour Rate / 100 Kg. Rs. 183.19 Say 183.20

Page 15: Rate analsis Chapter No. 25 (Iron Work)

Page 15

15. Erecting rolled steel beams or rails, erection for posts etc. (other than in roofs).

Detail Unit 100 Kg.

Rate

Qty Per Unit Amount

Rate Analysis for 30 Cwt.

LABOUR

1 Black smith 0.5 No. 170.00 Per day 85.00

2 Coolies (unskilled) 6.75 Nos. 140.00 Per day 945.00

Total 1030.00

Sundries 10.00 Percent 103.00

Total 1133.00

Contractor's Profit & Overh 20.00 Percent 226.60

Total 1359.60

Rate/Cwt. 1359.61 = Rs. 45.32

30

ITEM RATE

Labour Rate /Cwt. Rs. 45.32 Say 45.30

Labour Rate / 100 Kg. Rs. 89.21 Say 89.20

Page 16: Rate analsis Chapter No. 25 (Iron Work)

Page 16

16. Making bolts and nuts of iron rods.

Detail Unit 100 Kg.

Rate

Qty Per Unit Amount

Rate Analysis for 1 Cwt.

MATERIAL

1 Mild Steel 1 .0 Cwt. 55.90 Kg 18.00 Per Kg. 1006.20

wastage 10% 0.1 Cwt

1.1 Cwt. or (55.90 Kg)

2 Steel chisel 0.68 Kg 24.00 Per Kg. 16.32

3 Coal 46.51 Kg 12.00 Per Kg. 558.12

Total 1580.64

Contractor's Profit & Overh 20.00 Percent 316.13

Total 1896.77

LABOUR

1 Black Smith 1.5 Nos. 170.00 Per day 255.00

2 Hammer man 0.75 No. 75.00 Per day 56.25

3 Cooly (Unskilled) 0.75 No. 140.00 Per day 105.00

Total 416.25

Sundries 10.00 Percent 41.63

Total 457.88

Contractor's Profit & Overh 20.00 Percent 91.58

Total 549.45

ITEM RATE

Labour Rate/ Cwt. Rs. 549.45 Say 549.45

Composite Rate/Cwt Rs. 2446.22 Say 2446.20

Labour Rate/100 Kg. Rs. 1081.59 Say 1081.60

Composite Rate/100 Kg. Rs. 4815.39 Say 4815.40

Page 17: Rate analsis Chapter No. 25 (Iron Work)

Page 17

17. Cutting rails, rolled steel joists and beams with hack saw:-

a) upto 6" size.

Detail Unit per cut

Rate

Qty Per Unit Amount

Rate Analysis for 1 Cut.

LABOUR

1 Fitter 0.15 No. 170.00 Per day 25.50

2 Coolies (unskilled) 0.15 No. 140.00 Per day 21.00

Total 46.50

Sundries 10.00 Percent 4.65

Total 51.15

Contractor's Profit & Overh 20.00 Percent 10.23

Total 61.38

ITEM RATE

Labour Rate per Cut Rs. 61.38 Say 61.40

Page 18: Rate analsis Chapter No. 25 (Iron Work)

Page 18

17. b) Above 6" size.

Detail Unit per Cut

Rate

Qty Per Unit Amount

Rate Analysis for 5 Cuts.

LABOUR

1 Fitter 1.20 Nos. 170.00 Per day 204.00

2 Coolies (unskilled) 1 No. 140.00 Per day 140.00

Total 344.00

Sundries 10.00 Percent 34.40

Total 378.40

Contractor's Profit & Overh 20.00 Percent 75.68

Total 454.08

ITEM RATE

Labour Rate per Cut. Rs. 90.82 Say 90.80

Page 19: Rate analsis Chapter No. 25 (Iron Work)

Page 19

18. Cutting rails or rolled steel beams of size below 6" with Jim.

Detail Unit per Cut

Rate

Qty Per Unit Amount

Rate Analysis for 14 Cuts

LABOUR

1 Fitter 1.00 No. 170.00 Per day 170.00

2 Coolies (unskilled) 1.00 No. 140.00 Per day 140.00

Total 310.00

Sundries 10.00 Percent 31.00

Total 341.00

Contractor's Profit & Overh 20.00 Percent 68.20

Total 409.20

ITEM RATE

Labour Rate per Cut. Rs. 29.23 Say 29.25

Page 20: Rate analsis Chapter No. 25 (Iron Work)

Page 20

19. Bending rolled steel beams on rails.

Detail Unit / Bend

Rate

Qty Per Unit Amount

Rate Analysis for 10 Bends

MATERIAL

1 Steam coal 139.95 Kg 12.00 Per Kg 1679.40

Total 1679.40

Contractor's Profit & Overh 20.00 Percent 335.88

Total 2015.28

LABOUR

1 Black Smith 0.75 No. 170.00 Per day 127.50

2 Hammer man 0.75 No. 75.00 Per day 56.25

Total 183.75

Sundries 10.00 Percent 18.38

Total 202.13

Contractor's Profit & Overh 20.00 Percent 40.43

Total 242.55

ITEM RATE

Labour Rate Per Bend Rs. 24.26 Say 24.25

Composite Rate/Bend Rs. 225.78 Say 225.80

Page 21: Rate analsis Chapter No. 25 (Iron Work)

Page 21

20. Drilling holes in plates upto 1/2" thick per inch dia or part thereof.

Detail Unit Rate per Hole

Rate

Qty Per Unit Amount

Rate Analysis for 40 holes

LABOUR

1 Fitter (Grade I) 0.50 No. 170.00 Per day 85.00

2 Coolies (unskilled) 2.00 No. 140.00 Per day 280.00

Total 365.00

Sundries 10.00 Percent 36.50

Total 401.50

Contractor's Profit & Overh 20.00 Percent 80.30

Total 481.80

ITEM RATE

Labour Rate per hole Rs. 12.05 Say 12.05

Page 22: Rate analsis Chapter No. 25 (Iron Work)

Page 22

21. Extra for drilling holes in plates over each 1/2" thick per inch dia or part thereof.

Detail Unit Rate Per Hole

Rate

Qty Per Unit Amount

Rate Analysis for 120 holes

LABOUR

1 Fitter (Grade I) 0.25 No. 170.00 Per day 42.50

2 Coolies (unskilled) 4.00 Nos. 140.00 Per day 560.00

Total 602.50

Sundries 10.00 Percent 60.25

Total 662.75

Contractor's Profit & Overh 20.00 Percent 132.55

Total 795.30

ITEM RATE

Labour Rate per hole Rs. 6.63 Say 6.65

Page 23: Rate analsis Chapter No. 25 (Iron Work)

Page 23

22. Riveting 1/8" dia

Detail Unit Rate Per 100 Nos.

Rate

Qty Per Unit Amount

Rate Analysis for 120 Nos.

LABOUR

1 Riveted 0.50 No. 85.00 Per day 42.50

2 Coolies (unskilled) 0.50 No. 140.00 Per day 70.00

Total 112.50

Sundries 10.00 Percent 11.25

Total 123.75

Contractor's Profit & Overh 20.00 Percent 24.75

Total 148.50

ITEM RATE

Labour Rate for 100 Nos. Rs. 123.75 Say 123.75

Page 24: Rate analsis Chapter No. 25 (Iron Work)

Page 24

23. Cutting out rivets, all sizes.

Detail Unit 100 Nos.

Rate

Qty Per Unit Amount

Rate Analysis for 160 Nos.

LABOUR

1 Fitter (Grade II) 2.00 Nos. 170.00 Per day 340.00

2 Hammer man 2.00 Nos. 75.00 Per day 150.00

Total 490.00

Sundries 10.00 Percent 49.00

Total 539.00

Contractor's Profit & Overh 20.00 Percent 107.80

Total 646.80

ITEM RATE

Labour Rate for 100 Nos. Rs. 404.25 Say 404.25

Page 25: Rate analsis Chapter No. 25 (Iron Work)

Page 25

24. Fitting and erection of gutters of sheet iron.

Detail Unit / Lft.

Rate

Qty Per Unit Amount

Rate Analysis for 115 Feet

LABOUR

1 Fitter (Grade II) 1.00 No. 170.00 Per day 170.00

2 Mason 1.00 No. 300.00 Per day 300.00

3 Coolies (Unskilled) 10.00 Nos. 140.00 Per day 1400.00

Total 1870.00

Sundries 10.00 Percent 187.00

Total 2057.00

Contractor's Profit & Overh 20.00 Percent 411.40

Total 2468.40

ITEM RATE

Labour Rate Per Lft. Rs. 21.46 Say 21.45

Labour Rate per RM Rs. 70.40 Say 70.40

Page 26: Rate analsis Chapter No. 25 (Iron Work)

Page 26

25. Cutting and fixing iron bars for barred windows

Detail Unit / Bar

Rate

Qty Per Unit Amount

Rate Analysis for 35 Bars

LABOUR

1 Fitter (Grade III) 0.50 No. 170.00 Per day 85.00

2 Carpenter 0.50 No. 300.00 Per day 150.00

3 Coolies (Unskilled) 1.00 No. 140.00 Per day 140.00

Total 375.00

Sundries 10.00 Percent 37.50

Total 412.50

Contractor's Profit & Overh 20.00 Percent 82.50

Total 495.00

ITEM RATE

Labour Rate Per Bar Rs. 14.14 Say 14.15

Page 27: Rate analsis Chapter No. 25 (Iron Work)

Page 27

26. Cutting GI sheets.

Detail Unit Rate Per Cut

Rate

Qty Per Unit Amount

Rate Analysis for 65 Cuts

LABOUR

1 Fitter (Grade II) 1.00 No. 170.00 Per day 170.00

2 Hammer man 1.00 No. 75.00 Per day 75.00

Total 245.00

Sundries 10.00 Percent 24.50

Total 269.50

Contractor's Profit & Overh 20.00 Percent 53.90

Total 323.40

ITEM RATE

Labour Rate per cut Rs. 4.98 Say 5.00

Page 28: Rate analsis Chapter No. 25 (Iron Work)

Page 28

27. Notching web or foot of rail posts for housing rail beams.

Detail Unit Rate Per Notch

Rate

Qty Per Unit Amount

Rate Analysis for 3 Notches

MATERIAL

1 Steam Coal 28.00 Kg 12.00 Per Kg 336.00

Total 336.00

Contractor's Profit & Overh 20.00 Percent 67.20

Total 403.20

LABOUR

1 Black Smith 1.0 Nos. 170.00 Per day 170.00

2 Hammer man 1.0 Nos. 75.00 Per day 75.00

Total 245.00

Sundries 10.00 Percent 24.50

Total 269.50

Contractor's Profit & Overh 20.00 Percent 53.90

Total 323.40

ITEM RATE

Labour Rate/Notch Rs. 107.80 Say 107.80

Composite Rate/Notch Rs. 242.20 Say 242.20

Page 29: Rate analsis Chapter No. 25 (Iron Work)

Page 29

28. Hoop Iron netted trellis work fixed with nails.

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 50 Sft.

LABOUR

1 Fitter (Grade - II) 1.00 No. 170.00 Per day 170.00

2 Coolies (Unskilled) 1.00 No. 140.00 Per day 140.00

Total 310.00

Sundries 10.00 Percent 31.00

Total 341.00

Contractor's Profit & Overh 20.00 Percent 68.20

Total 409.20

ITEM RATE

Labour Rate per Sft. Rs. 8.18 Say 8.20

Labour Rate per Sq.m Rs. 88.06 Say 88.05

Page 30: Rate analsis Chapter No. 25 (Iron Work)

Page 30

29. Fixing zinc Iron or GI Sheets on table tops.

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 85 Sft.

LABOUR

1 Carpenter 1.00 No. 300.00 Per day 300.00

2 Coolies (Unskilled) 1.00 No. 140.00 Per day 140.00

Total 440.00

Sundries 10.00 Percent 44.00

Total 484.00

Contractor's Profit & Overh 20.00 Percent 96.80

Total 580.80

ITEM RATE

Labour Rate per Sft. Rs. 6.83 Say 6.85

Labour Rate per Sq.m Rs. 73.52 Say 73.50

Page 31: Rate analsis Chapter No. 25 (Iron Work)

Page 31

30. Making and fixing steel grated doors, complete with locking arrangement, angle iron frame 2"x2"x3/8" and

3/4" square bars 4" center to center

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 7' x 4' = 28.00 Sft.

MATERIAL

a)

1 Angle Iron frame 2"x2"x3/8"

vertical 4x7 28 Rft

Top rail 2 x 4'-0" 8 Rft

Bottom & central rail 8 Rft.

44 Rft. @ 90.44 Kg.

2 Grating(¾"x¾") = 9x7'-0" = 63 Rft. @ 1.88 l 53.74 Kg.

3 Gusset Plate (¼" thick)

8x6"x3" 1.0 0 Sft.

4x8"x3" 0.67 Sft.

1.67 Sft@ 7.58 Kg.

Total 151.76

Wastage 7.59

Total 159.35 Kg. 24.00 Per Kg. 3824.40

b Hold fast with pivot and fixed 6.00 Nos. 8.00 Each 48.00

c Locking arrangement with sliding bolt 1½ long

and 1" dia 1.00 No. 55.00 Each 55.00

d Coal 15.00 Kg. 12.00 Per Kg. 180.00

e Rivets and bolts 2.27 Kg. 35.01 Per Kg. 79.47

f Steel 1.13 Kg. 18.00 Per Kg. 20.34

Total 4207.21

Contractor's Profit & Overh 20.00 Percent 841.44

Total 5048.66

LABOUR

1 Black Smith 2.0 Nos. 170.00 Per day 340.00

2 Hammer man 3.0 Nos. 75.00 Per day 225.00

3 Blowman 2.0 Nos. 75.00 Per day 150.00

Total 715.00

Sundries 10.00 Percent 71.50

Total 786.50

Contractor's Profit & Overh 20.00 Percent 157.30

Total 943.80

ITEM RATE

Labour Rate per Sft. Rs. 33.71 Say 33.70

Composite Rate per Sft. Rs. 214.02 Say 214.00

Labour Rate per Sq.m Rs. 362.69 Say 362.70

Composite Rate per Sq.m Rs. 2302.81 Say 2302.80

Page 32: Rate analsis Chapter No. 25 (Iron Work)

Page 32

31. Making and fixing steel grated door with 1/16" thick sheeting including angle iron frame

2"x2"x3/8" and 3/4" square bars 4" center to center with locking arrangement.

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 7'x4' = 28 Sft.

MATERIAL

1 As per Item No. 30 (a) to (f) 4207.00

2 M.S. sheet 1/16" , 7x4= 28 Sft.

Wastage @ 5% 1.4 Sft

29.40 Sft 33.35 Kg. 29.00 Per Kg. 967.15

@ 2.50 lb/Sft.

Total 5174.15

Contractor's Profit & Overh 20.00 Percent 1034.83

Total 6208.98

LABOUR

1 Black Smith 2.25 Nos. 170.00 Per day 382.50

2 Hammer man 3.00 Nos. 75.00 Per day 225.00

3 Blowman 2.00 Nos. 75.00 Per day 150.00

Total 757.50

Sundries 10.00 Percent 75.75

Total 833.25

Contractor's Profit & Overh 20.00 Percent 166.65

Total 999.90

Say 952.90

ITEM RATE

Labour Rate/Sft. Rs. 34.03 Say 34.05

Composite Rate per Sft. Rs. 255.78 Say 255.80

Labour Rate Per Sq.m Rs. 366.19 Say 366.20

Composite Rate per Sq.m Rs. 2752.21 Say 2752.20

Page 33: Rate analsis Chapter No. 25 (Iron Work)

Page 33

32. Making and fixing grating in opening, including fixing at site with flat iron 2"x3/8" and 3/4"

square bars at 4" cetnre to center.

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 5'x8' = 40 Sft.

MATERIAL

1 Steel

a Frame 2" x 3/8"

3 x 6' = 18 Rft. @ 2.51 lb/Rft. = 45 lb 20.50 Kg.

b Grating 3/4"x3/4" 14x 8' = 112 Rft. @ 1.88 lb/ft.

= 210.56 95.54 Kg.

Total 116.04

Wastage @ 5% 5.80 Kg.

Total 121.84 Kg. 24.00 Per Kg. 2924.16

2 Coal 1.40 Kg. 12.00 Per Kg. 16.80

Total 2940.96

Contractor's Profit & Overh 20.00 Percent 588.19

Total 3529.15

LABOUR

1 Black Smith 1.25 Nos. 170.00 Per day 212.50

2 Hammer man 1.25 Nos. 75.00 Per day 93.75

3 Blowman 1.50 Nos. 75.00 Per day 112.50

Total 418.75

Sundries 10.00 Percent 41.88

Total 460.63

Contractor's Profit & Overh 20.00 Percent 92.13

Total 552.75

ITEM RATE

Labour Rate/Sft. Rs. 13.82 Say 13.80

Composite Rate/Sft. Rs. 102.05 Say 102.05

Labour Rate per Sq.m Rs. 148.69 Say 148.70

Composite Rate per Sq.m Rs. 1098.03 Say 1098.05

Page 34: Rate analsis Chapter No. 25 (Iron Work)

Page 34

33. Providing and fixing stair railing (all types and designs) of hard wood, including bends

and corners, screwed to 5/8"x5/8" M.S. square bars 2.75 ft. high, at 5.5 inch center to

center, fixed in steps of stairs, M.S. flat 1"x1/8" welded to bars, painting/polishing 3 coats,

etc. complete.

Detail Unit Rate Per Rft.

Rate

Qty Per Unit Amount

Rate Analysis for 10 Rft.

MATERIAL

1 Wooden railing 10 Rft. 55.80 Per Rft. 558.00

2 M.S. flat 1"x1/8" 10 Rft. @ 0.42 LB/ft. =10x0.42 1.91 Kg. 24.00 Per Kg. 45.84

= 4.2 lbs/ft.

3 M.S. square bars (5/8"x5/8") 11x2 = 22 Nos x 3

=66 ft. @ 1.33 lbs/ft. 39.83 Kg. 22.00 Per Kg. 876.26

4 Painting 0.045 Gallon 450.00 Gallon 20.25

Total 1500.35

Contractor's Profit & Overh 20.00 Percent 300.07

Total 1800.42

LABOUR

1 Cutting 5/8" square bars. 22 cuts 6.00 per cut 132.00

2 Cutting flat iron 2 Nos. cuts 2 cuts 3.60 Per cut 7.20

3 Welding bar with M.S. flat 22 Nos. 22 Nos 6.00 per No. 132.00

4 Drilling holes in stone or masonry 22 Nos 10.00 per hole 220.00

5 Mason 0.75 No. 300.00 per day 225.00

6 Cooly (Unskilled) 1.0 No. 140.00 per day 140.00

Total 856.20

Sundries 10.00 Percent 85.62

Total 941.82

Contractor's Profit & Overh 20.00 Percent 188.36

Total 1130.18

ITEM RATE

Labour Rate/Rft. Rs. 113.02 Say 113.00

Composite Rate/Rft. Rs. 293.06 Say 293.05

Labour Rate per Rm Rs. 370.80 Say 370.80

Composite Rate per Rm Rs. 961.48 Say 961.50

Page 35: Rate analsis Chapter No. 25 (Iron Work)

Page 35

34. Providing/fixing stair railing consisting of M.S. Box section size 1-1/2"x3" of 16 SWGwelded with M.S. flat 1"x1/8" continuously and welded over M.S. square bars 5/8"x5/8"punched in M.S. flat 2 ¾' high @ 5½" c/c fixed in steps of stair I/C painting 3 coatscomplete.

Detail Unit Rate Per Rft.Rate

Qty Per Unit Amount

MATERIAL

1 Rate of stair railing with hard wood hand railing(Item No. 33) Rate/ft. ###Less: rate of shisham wood railing 27.50 (No. 31 (a) wood work 137.50 137.50 Per Rft. 137.50Providing fixing M.S. Box section of 16 SWG 1½"x3" for hand rail 1.00 Rft.Add 5% wastage 0.05

1.05 Rft. 22.50 Per Rft. 23.63Painting 3 coats (Item 5d i & ii Painting) 0.62 Sft. 1.39 Per Sft. 0.80including Contractor Profit 54.73+72.6 Say 1.3

100 Contractor's Profit & Overh 20.00 Percent 23.63 4.73

Total 166.65LABOUR

1 Stair railing Rs. 83.95Less shisham wood rail Rs. 40.70(Ref. 28 (a) (wood) Rs. 43.25 1.00 Rft. 76.32 Per Rft. 76.32

2 Labour for painting (Ref. as above) 0.62 Sft. 1.00 Per Sft. 0.623 Making/fixing M.S. box section to required

shape i/c bends/corners welding i/c cost of 1.00 Rft. 6.40 Per Rft. 6.40welding rod.TotalSundries 10.00 Percent 6.40 0.64Contractor's Profit & Overh 20.00 Percentat Rs. (6.40+0.64) = 7.04 1.41Total 51.71

ITEM RATE

Labour Rate/Rft. Rs. 51.71 Say 51.70Composite Rate/Rft. Rs. 218.36 Say 218.35

Labour Rate/ RM Rs. 169.65 Say 169.65Composite Rate/RM Rs. 716.40 Say 716.40

Page 36: Rate analsis Chapter No. 25 (Iron Work)

Page 36

35. Providing and fixing terrace railing of 2" i/d conduit pipe 16 SWG welded with 5/8"x5/8"

square bars 2.75 ft. high fixed at 5" center to center in reinforced cement concrete slab

with suitable arrangement, complete in all respects as per design and drawing.

Detail Unit Rate Per Rft.

Rate

Qty Per Unit Amount

Rate Analysis for 10 Rft.

MATERIAL

1 Conduit pipe including specials 10 Rft. 50.65 Per ft. 506.50

2 M.S. square bars 5/8"x5/8" @5" c/c =22x3 =66' 39.83 Kg. 22.00 Per Kg. 876.26

@ 1.33 lb/ft. = 87.78 lbs (39.83 Kg)

3 M.S. flat iron 1"x1/8"=10 ft. @ 0.42 LB/ft. =4.2 lbs 1.91 Kg. 24.00 Per Kg. 45.84

(1.91 Kg.)

Total 1428.60

Contractor's Profit & Overh 20.00 Percent 285.72

Total 1714.32

LABOUR

1 Cutting 5/8" square bars 22 Nos. 1.00 per cut 22.00

2 Welding square bar with conduit pipe 22 Nos. 3.00 per No. 66.00

3 Drilling hole 22x3 = 66 Nos. 66 Nos. 3.00 per hole 198.00

Total 286.00

Sundries 10.00 Percent 28.60

Total 314.60

Contractor's Profit & Overh 20.00 Percent 62.92

Total 377.52

ITEM RATE

Labour Rate Rft. Rs. 37.75 Say 37.75

Composite Rate/Rft. Rs. 209.18 Say 209.20

Labour Rate per RM Rs. 123.86 Say 123.85

Composite Rate per RM Rs. 686.30 Say 686.30

Page 37: Rate analsis Chapter No. 25 (Iron Work)

Page 37

36. Providing and fixing collapsible gate made of 2"x2"x1/4" tee iron at top and bottom,

channel iron vertical 3/4"x1/4"x1/4"x1/8" at 3" to 5" center to center (Approximately) and flat

iron crosses 3"x3/16" and best quality rollers at bottom of 3" dia meter including holdfast,

handles 12" long of 3/4"x1/4"x1/4"x 1/8" channel iron, locking arrangement inside and out

side, painting 3 coats of black Japan enameled, complete in working order.

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 7½'x10' = 75 Sft.

MATERIAL

i) Top and bottom tee 2"x2"x1/4", 2x8'=16 Rft

@ 3.2 Lbs/ft. = 51.20 lbs or 23.23 Kg. 23.23 Kg.

ii) Vertical channels 3"x1/4"x1/4"x1/8"

24x2x10' = 480 Rft.

Wastage @ 5% 24 Rft.

Total 504 Rft. 128.06 Kg.

@ 0.56 lb per ft. = 282.24 lbs

iii) Flat iron 3/4"x3/16 crosses

12" long 4x4x1' = 16 Rft.

24" long 46x4x2' = 368 Rft.

384 Rft.

wastage @ 5% 19.20 Rft. 91.47 Kg.

403.20 Rft. @ 0.50 lb/ft.=201.60 lbs

Total 242.76 Kg. 22.00 Per Kg. 5340.72

iv) 3" diameter rollers 6.00 Nos. 120.00 Nos. 720.00

v) Rivets with heads 2½" long 11x24= 264 No. 264.00 3.00 Each 792.00

vi) Rivets 1½" long 4x2x24 = 192 Nos 192.00 2.00 Each 384.00

vii) Handles 12" long 3/4"x1/4" channels inside

and outside 2.00 Nos. 32.00 Each 64.00

viii) Locking arrangement in & outside 2.00 Nos. 24.00 Each 48.00

ix) Holdfast 8.00 Nos. 8.00 Each 64.00

x) Cement 0.480 Cft. 230.00 P. Bag 110.40

Sand 1.30 Cft. 350.00 Per % Cft. 4.55

Bajri 2.450 Cft. 1200.00 Per % Cft. 29.40

xi) Painting 3 coats Qty. ½ gallon 0.50 gln. 550.00 gln 275.00

Total 7832.07

Contractor's Profit & Overh 20.00 Percent 1566.41

Total 9398.48

Page 38: Rate analsis Chapter No. 25 (Iron Work)

Page 38

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

LABOUR

1 Black Smith 6 Nos 170.00 1020.00

2 Coolies (Skilled) 12 Nos 160.00 1920.00

3 Coolies (Unskilled) 6 Nos 140.00 840.00

4 Mason 0.50 No. 300.00 150.00

5 Coolies 1.50 No. 140.00 210.00

6 Painter 0.33 No. 170.00 56.10

Total 4196.10

Sundries 10.00 Percent 419.61

Total 4615.71

Contractor's Profit & Overh 20.00 Percent 923.14

Total 5538.85

ITEM RATE

Labour Rate/ Sft. Rs. 73.85 Say 73.85

Composite Rate/Sft. Rs. 199.16 Say 199.15

Labour Rate per Sq.m Rs. 794.64 Say 794.65

Composite Rate per Sq.m Rs. 2143.01 Say 2143.00

Page 39: Rate analsis Chapter No. 25 (Iron Work)

Page 39

37. Providing and fixing 24 SWG GI sheet rolling shutter, consisting of steel frame of M.S.

channel 2"x1¼"x1/8", angle iron 1½"x1½"x1/8", M.S. plat 1'x1'x1/8", GI pipe 1½" dia, spring

2' center to center, rollers, 24 SWG, GI covering 1'x1', handles, holdfast & painting three

coats, complete in all respects.

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis shutter size 8'x9' = 72' Sft.

MATERIAL

1 M.S. channels 2"x1¼"x1/8"

Frame sides 2 Nos x 9' 18.00 Rft.

wastage @ 5% 0.9 Rft.

18.9 Rft. 19.21 Kg. 30.00 Per Kg. 576.30

lbs/ft.

2 M.S. plate 1'x1'x1/8"

2 Nos x 1 x 1 2.00 Sft

wastage @ 5% 0.10 Sft

2.10 Sft. 4.86 Kg. 29.00 Per Kg. 140.94

@ 5.10 lbs/Sft.

3 Angle Iron 1½"x1½"x1/8"

Bottom side 7'-10" 7.83 Rft.

wastage @ 5% 0.39 Rft.

8.22 Rft. 4.59 Kg. 24.00 Per Kg. 110.16

@ 1.23 lbs/ft.

4 GI sheet 24 SWG

i) For shutter 1x7.83x9 = 70.47 Rft.

ii) For box 1x8x3.25 = 26.00 Rft.

iii) For covering plate = 2.00 Sft.

98.47 Sft.

Over lap 10% 9.85 Rft..

108.32 Sft.

Wastage 5% 5.41 Sft.

113.73 Sft.

@ 1.112 l 57.38 Kg. 35.00 Per Kg. 2008.30

5 GI bracket 2.00 Nos. 20.00 Each 40.00

6 GI Holdfast 6.00 Nos. 10.00 Each 60.00

7 GI Pipe 1½" dia:-

Pipe 8.00 Rft.

wastage 5% 0.40 Rft.

8.40 Rft. 8.40 Rft. 45.75 Per Rft. 384.30

8 Handle 2 Nos 2.00 Nos. 20.00 Each 40.00

9 GI spring 2.00 Nos. 100.00 Each 200.00

10 Rolling gear 3 Nos. 3.00 Nos. 100.00 Each 300.00

11 Making (holes/khuda) 2.00 Nos. 18.67 Each 37.33

12 Rivets 0.86 Kg. 35.01 P. Kg. 30.11

Page 40: Rate analsis Chapter No. 25 (Iron Work)

Page 40

13 Greasing 0.80 Kg. 25.00 P. Kg. 20.00

14 Cement 0.212 Cft. 230.00 P. Bag 48.76

15 Sand 0.50 Cft. 350.00 Per % Cft. 1.75

Total 3997.95

Contractor's Profit & Overh 20.00 Percent 799.59

Total 4797.54

LABOUR

1 Black Smith 2.50 Nos 170.00 425.00

2 Coolies (Skilled) 1.50 Nos 160.00 240.00

3 Coolies (Unskilled) 1.00 Nos 140.00 140.00

4 Mason 0.50 No. 300.00 150.00

Total 955.00

Sundries 10.00 Percent 95.50

Total 1050.50

Contractor's Profit & Overh 20.00 Percent 210.10

Total 1260.60

ITEM RATES

Labour Rate/ Sft. Rs. 17.51 Say 17.50

Composite Rate/Sft. Rs. 84.14 Say 84.15

Labour Rate per Sq.m Rs. 188.39 Say 188.40

Composite Rate per Sq.m Rs. 905.36 Say 905.35

Page 41: Rate analsis Chapter No. 25 (Iron Work)

Page 41

38. Providing and fixing M.S. angle iron 1½"x1½"x¼" edge protector nozing of steps of stairs,

having holdfast of 3/8" dia M.S. bars 8" long welded at 2' center to center and embedded

in cement concrete on steps complete in all respects.

Detail Unit Rate Per Rft.

Rate

Qty Per Unit Amount

Rate Analysis for one step = 4 ft. long

MATERIAL

1 Angle Iron 1½"x1½"x¼" 4.00 Rft.

wastage 5% 0.20 Rft.

4.20 Rft. 9.74 Lbs or

@ 2.32 lb/ft. 4.42 Kg. 24.00 Per Kg. 106.08

2 Holdfast 3/8" dia 3.00 Nos. 6.00 Each 18.00

Total 124.08

Contractor's Profit & Overh 20.00 Percent 24.82

Total 148.90

LABOUR

1 Welding charges of angle iron 4.00 No.weld 5.00 Each weld 20.00

2 Fixing charge 4.00 4.00

Total 24.00

Sundries 10.00 Percent 2.40

Total 26.40

Contractor's Profit & Overh 20.00 Percent 5.28

Total 31.68

ITEM RATE

Labour Rate per foot Rs. 7.92 Say 7.90

Composite Rate / Foot. Rs. 45.14 Say 45.15

Labour Rate per RM Rs. 25.98 Say 26.00

Composite Rate per RM Rs. 148.11 Say 148.10

Page 42: Rate analsis Chapter No. 25 (Iron Work)

Page 42

39. Providing and fixing stair railing of 2½' i/d GI pipe, welded with 5/8"x5/8" square M.S.

bars 2'-9" high, fixed in each step, complete in all respects, including painting, polishing

three coats.

Detail Unit Rate Per Rft.

Rate

Qty Per Unit Amount

Rate Analysis for 10 Rft.

MATERIAL

1 GI pipe 2½" dia 1.00 Rft.

wastage 5% 0.50 Rft.

10.50 Rft 10.50 Rft. 79.39 ft. 833.59

(Medium Quanlity)

2 M.S. flat 2"x1/8" 10.00 Rft.

wastage 5% 0.50 Rft.

10.50 Rft 3.90 Kg. 22.00 Per Kg. 85.80

@ 0.82 lbs/ft.

3 M.S. square bars 5/8"x5/8"

1x13x2.75 35.75 Rft.

wastage 5% 3.58 Rft.

39.33 Rft.

@ 1.33 lbs 23.73 Kg. 22.00 Per Kg. 522.06

4 Paint for 3 coats 0.089 Gallon 450.00 Gallon 40.05

Total 1481.50

Contractor's Profit & Overh 20.00 Percent 296.30

Total 1777.81

LABOUR

1 Black smith 0.50 No. 170.00 Per day 85.00

2 Mason 0.50 No. 300.00 Per day 150.00

3 Coolies (Unskilled) 0.75 No. 140.00 Per day 105.00

4 Welding GI pipe with M.S. flat 2"x1/8", 10' long 10.00 Long 3.00 Each 30.00

5 Welding M.S. square bars with M.S. flat 13.00 Nos. 2.00 Each 26.00

Total 396.00

Sundries 10.00 Percent 39.60

Total 435.60

Contractor's Profit & Overh 20.00 Percent 87.12

Total 522.72

ITEM RATE

Labour Rate per Rft Rs. 52.27 Say 52.25

Composite Rate per Rft. Rs. 230.05 Say 230.05

Labour Rate per RM Rs. 171.50 Say 171.50

Composite Rate per RM Rs. 754.77 Say 754.75

40. Providing and fixing galvanized wire gauze 24 SWG 144 mesh per square inch fixed to

steel window, complete in all respects.

Page 43: Rate analsis Chapter No. 25 (Iron Work)

Page 43

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 3'x5' = 15 Sft

MATERIAL

1 G. I. wire gauge 15.00 Sft.

wastage 5% over lap 0.75 Sft.

15.75 Sft 15.75 Sft. 6.00 Per Sft. 94.50

2 M.S. flat ½"x1/16"

4 x 3' 12.00 Rft.

4 No x 5 20.00 Rft.

32.00 Rft.

wastage 5% 1.60 Rft.

33.60 Rf 1.61 Kg. 24.00 Per Kg. 38.64

per foot = 3.56 lbs/ (1.61 Kg)

3 Machine screws 1/8"x1/2" 5.70 Dozen 3.25 Dozen 18.53

Total 151.67

Contractor's Profit & Overh 20.00 Percent 30.33

Total 182.00

LABOUR

1 Carpenter /Blacksmith 0.50 No. 170.00 per day 85.00

Total 85.00

Sundries 10.00 Percent 8.50

Total 93.50

Contractor's Profit & Overh 20.00 Percent 18.70

Total 112.20

ITEM RATE

Labour Rate per Sft. Rs. 7.48 Say 7.50

Composite Rate/Sft. Rs. 19.61 Say 19.60

Labour Rate per Sq.m Rs. 80.48 Say 80.50

Composite Rate per Sq.m Rs. 211.04 Say 211.05

Page 44: Rate analsis Chapter No. 25 (Iron Work)

Page 44

41. Providing and fixing steel windows with openable glazed panels, using beam section for

frame 1½"1x5/8"x1/8" Z section for beams 3/4"x1"x3/4"x1/8", T section sashes 1"x1"x1/8"

glass panes, wooden screeds for glazing, embedded over a thin layer of putty duly

screwed with beams, brass fittings, holdfast, duly painted, complete in all respects,

including all costs of material and labour, etc., as per approved design and as directed by the Engineer-in-charge:-

a) Without Wire Gauze

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6' x 4' = 24 Sft.

MATERIAL (without glass panes)

1 Beam section 1½"x1½"x5/8"x1/8"

Horizontal 2x6' = 12.00 Rft.

vertical 5x4' = 20.00 Rft.

32.00 Rft.

wastage 5% 1.60 Rft

33.60 Rft 18.60 Kg. 22.00 Per Kg. 409.20

@ 1.22 lb/ft

2 Z-section ¾"x1"x¾"x1/8"

Horizontal 8x1'-5½" = 11.67 Rft.

vertical 8x3'-11½" = 31'-8" 43.33 Rft

Add wastage 5% 2.16 Rft.

45.49 Rft 19.81 Kg. 22.00 Per Kg. 435.82

@ 0.96 lb/ft.

3 T-section 1"x1"x1/8"

Horizontal 8x 1-5½" 11.66 Rft.

Add wastage 5% 0.59 Rft.

12.25 Rft 4.44 Kg. 22.00 Per Kg. 97.68

@ 0.798 lb/ft.

4 Iron holdfast 6.00 Nos. 6.00 Each 36.00

5 Window hinges 1/4" thick with 5/16 dia pins 8.00 Nos 6.00 Each 48.00

6 Brass casement handle 6" with screwing flat and

catching hook 4.00 Nos. 16.00 Each 64.00

7 Mild steel casement stay 15" long with gap flats

and catching pins 4.00 Nos. 24.00 Each 96.00

8 Wooden strips for fixing glass pans 68.00 Rft. 1.60 Per Rft. 108.80

9 96 Nos steel glazing clips for fixing glass panes in

position before applying putty 96.00 Nos. 0.40 Each 38.40

Total Rs. 1333.90

Page 45: Rate analsis Chapter No. 25 (Iron Work)

Page 45

41 a (i) Using Glass Pans 2 mm thick

Material as per item No. 41 (a) above 1333.90

Cost of glass 2 mm thick 24.00 Sft. 10.00 Per Sft. 240.00

Total 1573.90

Contractor's Profit & Overh 20.00 Percent 314.78

Total 1888.68

LABOUR

1 Labour for 24 Sft. for fabrication, welding and

fixing fixtures 42 welds including grinding to 42.00 5.00 per weld 210.00

smoothern the surface.

2 Labour for 24 Sft. for fixing 12 Nos. glass panes in 24.00 Sft. 3.00 Per Sft. 72.00

position by fixing 96 Nos. glazing clips in

position and then applying wooden strips

3 One job labour for fixing in position 56.48 56.48

4 Painting 24 Sft. 24.00 Sft. 1.20 Per Sft. 28.80

5 Carriage to site of work L.S. 25.00

Total 392.28

Sundries 10.00 Percent 39.23

Total 431.50

Contractor's Profit & Overh 20.00 Percent 86.30

Total 517.81

ITEM RATE

Labour Rate per Sft. Rs. 21.58 Say 21.60

Composite Rate/Sft. Rs. 100.27 Say 100.25

Labour Rate per Sq.m Rs. 232.15 Say 232.15

Composite Rate per Sq.m Rs. 1078.91 Say 1078.90

Page 46: Rate analsis Chapter No. 25 (Iron Work)

Page 46

41 a (ii) Using 2.5 mm thick glass of Panes

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 24 Sft.

MATERIAL

1 Same as per item No: 41 (a) 1333.90

2 Cost of 2.5 mm glass panes 24.00 Sft. 11.00 Per Sft. 264.00

Total 1597.90

Contractor's Profit & Overh 20.00 Percent 319.58

Total 1917.48

LABOUR

1 Same as per item No. 41 a (i) 517.81

Total 517.81

ITEM RATE

Labour Rate per Sft. Rs. 21.58 Say 21.60

Composite Rate/Sft. Rs. 101.47 Say 101.45

Labour Rate per Sq.m Rs. 232.15 Say 232.15

Composite Rate per Sq.m Rs. 1091.82 Say 1091.80

Page 47: Rate analsis Chapter No. 25 (Iron Work)

Page 47

41 a (iii) Using 3 mm thick glass panes

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6' x 4' = 24 Sft.

MATERIAL

1 Same as per item No: 41 (a) 1333.90

(excluding cost of glass panes)

2 Cost of 3 mm thick glass 24.00 Sft. 12.00 Per Sft. 288.00

Total 1621.90

Contractor's Profit & Overh 20.00 Percent 324.38

Total 1946.28

LABOUR

Same as per item No. 41 a (i) 517.82

Total 517.82

ITEM RATE

Labour Rate per Sft. Rs. 21.58 Say 21.60

Composite Rate/Sft. Rs. 102.67 Say 102.65

Labour Rate per Sq.m Rs. 232.15 Say 232.15

Composite Rate per Sq.m Rs. 1104.74 Say 1104.75

Page 48: Rate analsis Chapter No. 25 (Iron Work)

Page 48

41 a (iv) Using 4 mm thick glass panes

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6' x 4' = 24 Sft.

MATERIAL

1 Same as per item No: 41 (a) 1333.90

excluding cost of glass

2 Cost of 4 mm thick glass 24.00 Sft. 23.00 Per Sft. 552.00

Total 1885.90

Contractor's Profit & Overh 20.00 Percent 377.18

Total 2263.08

LABOUR

Same as per item No. 41 a (i) 517.82

Total 517.82

ITEM RATE

Labour Rate per Sft. Rs. 21.58 Say 21.60

Composite Rate/Sft. Rs. 115.87 Say 115.85

Labour Rate per Sq.m Rs. 232.15 Say 232.15

Composite Rate per Sq.m Rs. 1246.77 Say 1246.75

Page 49: Rate analsis Chapter No. 25 (Iron Work)

Page 49

41 a (v) Using 5 mm thick glass panes

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6'x4' = 24 Sft.

MATERIAL

1 Same as per item No: 40 (a) 1333.90

excluding cost of glass

2 Cost of 5 mm thick glass panes 24.00 Sft. 32.00 Per Sft. 768.00

Total 2101.90

Contractor's Profit & Overh 20.00 Percent 420.38

Total 2522.28

LABOUR

Same as per item No. 40 a(i) 517.82

Total 517.82

ITEM RATE

Labour Rate per Sft. Rs. 21.58 Say 21.60

Composite Rate/Sft. Rs. 126.67 Say 126.65

Labour Rate per Sq.m Rs. 232.15 Say 232.15

Composite Rate per Sq.m Rs. 1362.98 Say 1363.00

Page 50: Rate analsis Chapter No. 25 (Iron Work)

Page 50

41 - b Fixed with Wire Gauze 22 SWG.

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6' x 4' = 24 Sft.

MATERIAL

1 Beam section 1½"1"x5/8"1/8"

Horizontal 2x6 12.00 Rft

Vertical 5x4 20.00 Rft.

Total 32.00 Rft.

Wastage 5% 1.60 Rft.

Total 33.60 Rft.

@ 1.22 lb/ 18.60 Kg. 22.00 Kg 409.20

2 Z-section ¾"x1"x¾"x1/8"

Horizontal 8'x1-5½" 11.67 Rft.

Vertical 8x3'-11½" 31.67 Rft.

Total 43.33 Rft.

Wastage 5% 2.16 Rft.

Total 45.49 Rft.

@ 0.96 lb/ 19.81 Kg. 22.00 Per Kg. 435.82

3 T-section 1"x1"x1/8"

Horizontal 8x1-5½" 11.66 Rft.

Add 5% wastage 0.59 Rft.

12.25 Rft.

@ 0798 l 4.44 Kg. 22.00 Per Kg. 97.68

4 Wire gauze 24x12 mesh

1x6'x4' 24.00 Sft.

Add wastage 5% 2.40 Sft.

Total 26.40 Sft 26.40 Sft. 6.00 Per Sft. 158.40

5 Flat Iron 3/4"x1/8"

Horizontal 2x6 12 Rft.

Vertical 5x3 1/8" 15.625 Rft.

Total 27.625 Rft.

Add 5% wastage 1.381 Rft

Total 29.006 Rft.

@ 0.32 lb/ 4.21 Kg. 22.00 Per Kg. 92.62

6 Machine screws ½"x3/16" (3" apart for fixing

wire gauze)

Horizontal 2x6x12/3 48 Nos

Vertical 5x4x12/3 80 Nos

Total 128 Nos 13.00 Dozen 1.68 Dozen 21.84

7 Iron holdfast 6.00 Nos. 6.00 Each 36.00

Page 51: Rate analsis Chapter No. 25 (Iron Work)

Page 51

8 Window hinges 1/4" thick with 5/16" dia 8.00 Nos 6.00 Each 48.00

9 Mild steel casement handles 6" with screwing 4.00 Nos. 16.00 Each 64.00

flat & catching hook 4 Nos. @ Rs. 4.00 each

10 Mild steel casement, 15" long with gap flat and 4.00 Nos. 24.00 Each 96.00

catch pins

11 Wooden screeds to form the glass panes 68.00 Rft. 1.60 Per Rft. 108.80

12 96 Nos steel glazing clips for fixing glass panes 96.00 Nos. 0.40 Each 38.40

in position before applying putty

Total 1606.76

Page 52: Rate analsis Chapter No. 25 (Iron Work)

Page 52

41 - b (i) Using glass panes 2 mm thick

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6' x 4' = 24 Sft.

MATERIAL

1 Same as per item No. 41 (b) excluding cost of 1606.76

glass.

2 2 mm thick glass panes 24.00 Sft. 10.00 Per Sft. 240.00

Total 1846.76

Contractor's Profit & Overh 20.00 Percent 369.35

Total 2216.11

LABOUR

1 Labour for fabrication, welding & fixing 42.00 welds 5.00 per weld 210.00

fixture 42 welds for 24 Sft.

2 Labour for fixing 12 Nos. Glass panes in 24.00 Sft. 6.00 P.Sft 144.00

position by making 128 No. holes & fixing

128 Nos screws

3 Labour for fixing 12 No. glass panes in

position by fixing 96 Nos. glazing clips in position

and then fixing wooden strips with screws 24.00 Sft. 3.00 Per Sft. 72.00

4 Labour for fixing in position 56.47 56.47

5 Painting with black Japan paint i/c cost of paint 24.00 Sft. 1.20 Per Sft. 28.80

6 Carriage to site of work L.S 20.00

Total 531.27

Sundries 10.00 Percent 53.13

Total 584.40

Contractor's Profit & Overh 20.00 Percent 116.88

Total 701.28

ITEM RATE

Labour Rate per Sft Rs. 29.22 Say 29.20

Composite Rate/Sft. Rs. 121.56 Say 121.55

Labour Rate per Sq.m Rs. 314.41 Say 314.40

Composite Rate Sq.m Rs. 1307.96 Say 1307.95

Page 53: Rate analsis Chapter No. 25 (Iron Work)

Page 53

41 - b (ii) Using 2.5 mm thick glass panes

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6'x4' = 24 Sft.

MATERIAL

1 Same as per item No. 41 (b) excluding cost of 1606.76

glass.

2 2.5 mm thick glass panes 24 Sft. 11.00 Per Sft. 264.00

Total 1870.76

Contractor's Profit & Overh 20.00 Percent 374.15

Total 2244.91

LABOUR

1 Labour for fabrication, welding & fixing

fixture, 42 welds for 24 Sft. 42.00 welds 5.00 per weld 210.00

2 Labour for fixing 12 Nos. Glass panes in 24.00 Sft. 6.00 Per Sft. 144.00

position by making 128 No. holes & fixing

128 Nos screws

3 Labour for fixing 12 No. glass panes in

position by fixing 96 Nos. glazing clips in position 24.00 Sft. 3.00 Per Sft. 72.00

and then fixing wooden strips with screws

@ Rs. 0.75 per Sft.

4 Labour for fixing in position 56.47 56.47

5 Painting with black Japan paint i/c cost of paint 24.00 Sft. 1.20 per Sft/ 28.80

6 Carriage to site of work L.S. 20.00 20.00

Total 531.27

Sundries 10.00 Percent 53.13

Total 584.40

Contractor's Profit & Overh 20.00 Percent 116.88

Total 701.28

ITEM RATE

Labour Rate per Sft. Rs. 29.22 Say 29.20

Composite Rate/Sft. Rs. 122.76 Say 122.75

Labour Rate per Sq.m Rs. 314.41 Say 314.40

Composite Rate per Sq.m Rs. 1320.88 Say 1320.90

Page 54: Rate analsis Chapter No. 25 (Iron Work)

Page 54

41 - b (iii) Using 3 mm thick glass panes

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6'x4' = 24 Sft.

MATERIAL

1 Same as per item No. 41 (b) excluding cost of 1606.76

glass.

2 3 mm thick glass panes 24.00 Sft. 12.00 Per Sft. 288.00

Total 1894.76

Contractor's Profit & Overh 20.00 Percent 378.95

Total 2273.71

LABOUR

1 Labour for fabrication, welding & fixing 42.00 welds 5.00 per weld 210.00

fixture, 42 welds for 24 Sft.

2 Labour for fixing 12 Nos. Glass panes in 24.00 Sft. 6.00 Per Sft. 144.00

position by making 128 No. holes & fixing

128 Nos screws

3 Labour for fixing 12 No. glass panes in 24.00 Sft. 3.00 Per Sft. 72.00

position by fixing 96 Nos. glazing clips in position

and then fixing wooden strips with screws

@ Rs. 0.75 per Sft.

4 Labour for fixing in position 56.47 56.47

5 Painting with black Japan paint i/c cost of paint 24.00 Sft, 1.20 Per Sft. 28.80

6 Carriage to site of work L.S. 20.00 20.00

Total 531.27

Sundries 10.00 Percent 53.13

Total 584.40

Contractor's Profit & Overh 20.00 Percent 116.88

Total 701.28

ITEM RATE

Labour Rate per Sft. Rs. 29.22 Say 29.20

Composite Rate/Sft. Rs. 123.96 Say 123.95

Labour Rate per Sq.m Rs. 314.41 Say 314.40

Composite Rate per Sq.m Rs. 1333.79 Say 1333.80

Page 55: Rate analsis Chapter No. 25 (Iron Work)

Page 55

41 - b (iv) Using 4 mm thick glass panes

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6'x4' = 24 Sft.

MATERIAL

1 Same as per item No. 41 (b) excluding cost of 1606.76

glass.

2 4 mm thick glass panes 24.00 Sft. 23.00 Per Sft. 552.00

Total 2158.76

Contractor's Profit & Overh 20.00 Percent 431.75

Total 2590.51

LABOUR

1 Labour for fabrication, welding & fixing 42.00 Weld 5.00 per weld 210.00

fixture 42 welds for 24 Sft.

2 Labour for fixing 12 Nos. Glass panes in 24.00 Sft 6.00 Per Sft. 144.00

position by making 128 No. holes & fixing

128 Nos screws

3 Labour for fixing 12 No glass panes in 24.00 Sft. 3.00 Per Sft. 72.00

position by fixing 96 Nos. glazing clips in position

and then fixing wooden strips with screws

@ Rs. 0.75 per Sft.

4 Labour for fixing in position 56.47 56.47

5 Painting with black Japan paint i/c cost of paint 24.00 Sft. 1.20 Per Sft. 28.80

6 Carriage to site of work L.S. 20.00 20.00

Total 531.27

Sundries 10.00 Percent 53.13

Total 584.40

Contractor's Profit & Overh 20.00 Percent 116.88

Total 701.28

ITEM RATE

Labour Rate per Sft. Rs. 29.22 Say 29.20

Composite Rate/Sft. Rs. 137.16 Say 137.15

Labour Rate per Sq.m Rs. 314.41 Say 314.40

Composite Rate per Sq.m Rs. 1475.82 Say 1475.80

Page 56: Rate analsis Chapter No. 25 (Iron Work)

Page 56

41 - b (v) Using 5 mm thick glass panes

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6'x4' = 24 Sft.

MATERIAL

1 Same as per item No. 41 (b) excluding cost of 1606.76

glass.

2 5 mm thick glass panes 24.00 Sft. 32.00 Per Sft. 768.00

Total 2374.76

Contractor's Profit & Overh 20.00 Percent 474.95

Total 2849.71

LABOUR

1 Labour for fabrication, welding & fixing 42.00 Weld 5.00 per weld 210.00

fixture, 42 welds for 24 Sft.

2 Labour for fixing 12 Nos. Glass panes in 24.00 Sft 6.00 Per Sft. 144.00

position by making 128 No. holes & fixing

128 Nos screws

3 Labour for fixing 12 No glass panes in 24.00 Sft. 3.00 Per Sft. 72.00

position by fixing 96 Nos. glazing clips in position

and then fixing wooden strips with screws

4 Labour for fixing in position 56.47 56.47

5 Painting with black Japan paint i/c cost of paint 24.00 Sft. 1.20 Per Sft. 28.80

6 Carriage to site of work L.S. 20.00 20.00

Total 531.27

Sundries 10.00 Percent 53.13

Total 584.40

Contractor's Profit & Overh 20.00 Percent 116.88

Total 701.28

ITEM RATE

Labour Rate per Sft. Rs. 29.22 Say 29.20

Composite Rate/Sft. Rs. 147.96 Say 147.95

Labour Rate per Sq.m Rs. 314.41 Say 314.40

Composite Rate per Sq.m Rs. 1592.03 Say 1592.05

Page 57: Rate analsis Chapter No. 25 (Iron Work)

Page 57

42. Providing and fixing steel windows using M.S. sheet (16 SWG) moulded tubuler pipe

1½"x1½" for frame and 1¼"x1¼" for leaves including M.S. Square bars ¼"x¼" welded around

each panel of frame, 5 mm thick glass panes fixed with double M.S. square tubular pipe

3/8"x3/8" (22 SWG) beading with 'U' shapped rubber lining, brass fitting, holdfast,

including painting three coats complete in all respects.

a) For openable pannels fixed with wire gauze 24 SWG, 12x12 mesh and glass panes 5 mm

thick

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6'x6'=36 Sft.MATERIAL

1 M.S. moulded tubular pipe of 18 SWG1½"x1½"

a) Beam for frameHorizontal 3x6' 18.00 Rft.Vertical 4x5'-7½" 22.50 Rft.

40.50 Rft.Wastage 5% 2.02 Rft.

42.52 Rft 19.29 Kg. 30.00 Per Kg. 578.7042.52 Rft. @ 1 lb/Rft.

b) Beams for openable pannels 1¼"x1¼ "Upper Portion

i) Horizontal 2x3 x(1'-10") 11.00 Rft.ii) Vertical 3x2 x(1'-1½") 7.00 Rft.

Lower Portionii) Horizontal 2x3x (1'-10") 11.00 Rft.iv) Vertical 3x2 x (4'-1½") 24.25 Rft.

c) Hold fast 3x2 (0-6") 3.00 Rft.56.25 Rft.

Add 5% wastage 2.81 Rft.59.06 Rft 22.51 Kg. 30.00 Per Kg. 675.30

@ 0.84 lb/ft.2 M.S. square beading 3/8"x3/8" tubuler pipe all

around the glass pannelsUpper Portion

i) Horizontal 2x3x (1'-7½") 9.75 Rft.ii) Vertical 3x2 x (1'-1½") 6.62 Rft.

Lower Portionii) Horizontal 2x3 x(1'-7½") 9.75 Rft.iv) Vertical 3x2 x (3'-11½") 23.87 Rft.

50.00 Rft.For both sides 50x2 = 100 Rft.Add 5% wastage 5 Rft.@ 0.478 lb/ft. 105 Rft. 22.77 Kg. 30.00 Per Kg. 683.10

3 M.S. square bars ¼"x¼" fixed all around each panes.

Page 58: Rate analsis Chapter No. 25 (Iron Work)

Page 58

a) Upper Portioni) Horizontal 2x3x (1'-10") 11.00 Rft.ii) Vertical 3x2 x (1'-4") 8.00 Rft.

b) Lower Portioniii) Horizontal 2x3x (1'-10") 11.00 Rft.

iv) Vertical 3x2 x (4'-2½") 25.25 Rft.55.25 Rft.

Add 5% wastage 2.76 Rft.@ 0.213 lb/ft. 58.00 Rft 5.61 Kg. 22.00 Per Kg. 123.42

4 Brass hinges (4" long) 12.00 Nos. 16.00 Each 192.00

5 Brass Handles (4" long) 3.00 Nos. 26.00 Each 78.00

6 5 mm thick glass3x(1'-7½")x(4'-1½") 19.70 Sft.3x(1-7½")x(1'-2") 5.68 Sft.

25.38 Sft.Add 5% wastage 1.25 Sft.

26.63 Sft 26.63 Sft. 32.00 Per Sft. 852.16

7 U' shapped rubber linning (½" thick) single 50.00 Rft. 2.40 per Per Rft. 120.00quality as in item No. 2

8 24 SWG (12x12) mesh wire gauze galvanized 36.00 Sft. 6.00 Per Sft. 216.00

9 Screws 15.00 Dozen 1.68 per Dozen 25.20

10 M.S. flat 3/4"x1/8" for fixing wire gauze 5x6' 30.00 Rft.4x5'-8½" 22.75 Rft.

52.75 Rft.Add 5% wastage 2.63 Rft.

55.38 Rft 7.99 Kg. 22.00 per Per Kg. [email protected] lb/ft.

11 Painting 3 costs 0.50 gln 550.00 per gln 275.00Total 3994.66Contractor's Profit & Overh 20.00 Percent 798.93Total 4793.59

LABOUR1 Black smith 0.50 No. 170.00 per day 85.002 Welder 0.50 No. 170.00 per day 85.003 Welding machine on hire basis 0.50 No./day 120.00 per day 60.004 Electric charges with electrode L.S 120.00 120.005 Painter 0.34 No. 170.00 per day 57.806 Glazier 0.50 No. 170.00 per day 85.00

Total 492.80Sundries 10.00 Percent 49.28Total 542.08Contractor's Profit & Overh 20.00 Percent 108.42Total 650.50

ITEM RATE Labour Rate per Sft. Rs. 18.07 Say 18.05 Composite Rate/Sft. Rs. 151.22 Say 151.25

Labour Rate per Sq.m Rs. 194.43 Say 194.45Composite Rate per Sq.m Rs. 1627.18 Say 1627.20

Page 59: Rate analsis Chapter No. 25 (Iron Work)

Page 59

42.

b) For fixed pannels without wire gauze

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6'x6' = 36 Sft.

MATERIAL

1 M.S. moulded tubular pipe of 16 SWG 1½"x1½"

a) Beam for frame

1 . Horizontal 3x6 18.00 Rft.

2 . Vertical 4x5'-7½" 22.50 Rft.

3 . Holdfast 3x2x0.5 3.00 Rft.

43.50 Rft.

Wastage 5% 2.17 Rft.

45.67 Rft.

45.67 Rft. @ 1.33 lb/Rft. = 60.74 lbs = 27.56 Kg. 27.56 Kg. 30.00 Per Kg. 826.80

2 M.S. square beading of 3/8"x3/8" (22 SWG)

tubular pipe all around the glass pannels

Upper Portion

i) Horizontal 2x3 (1'-10") 11.00 Rft.

ii) Vertical 3x2 (1'-3½") 7.85 Rft.

Lower Portion

ii) Horizontal 2x3 (1'-10") 11.00 Rft.

iv) Vertical 3x2 (4'-2½") 25.12 Rft.

Total 55 Rft.

For both sides 55x2 = 110.00 Rft.

Add 5% wastage 5.50 Rft.

115.50 R 7.60 Kg. 22.00 per Per Kg. 167.20

@ 0.145 lb/Rft.

3 5 mm thick glass

Upper Portion

3(1'-4½") (1'-10") 7.56 Sft.

Lower Portion

3(4'-3") (1'-10") 23.375 Sft.

30.935 Sft.

Add 5% wastage 1.54 Sft.

32.475 S 32.48 Sft. 32.00 Per Sft. 1039.36

Say 32.48 Sft.

4 U-shapped rubber lining (¾" thick single 55.00 Rft. 2.40 per Per Rft. 132.00

quantity as per item No. 2

5 Screws (25 mm) for fixing 15.00 Dozen 1.68 per dozen 25.20

6 Painting 3 coats 0.25 gln 550.00 per gln 137.50

Total 2328.06

Contractor's Profit & Overh 20.00 Percent 465.61

Total 2793.67

LABOUR

Page 60: Rate analsis Chapter No. 25 (Iron Work)

Page 60

1 Black smith 0.50 No. 170.00 per day 85.00

2 Welder 0.50 No. 170.00 per day 85.00

3 Welding machine on hire basis 0.50 120.00 60.00

4 Electric charges with electrodes L.S. 120.00

5 Painter 0.25 No. 170.00 per day 42.50

6 Glazier 0.50 No. 170.00 per day 85.00

Total 477.50

Sundries 10.00 Percent 47.75

Total 525.25

Contractor's Profit & Overh 20.00 Percent 105.05

Total 630.30

ITEM RATE

Labour Rate per Sft. Rs. 17.51 Say 17.50

Composite Rate/Sft. Rs. 95.11 Say 95.10

Labour Rate per Sq.m Rs. 188.39 Say 188.40

Composite Rate per Sq.m Rs. 1023.39 Say 1023.40

Page 61: Rate analsis Chapter No. 25 (Iron Work)

Page 61

43. Providing and fixing windows consisting of M.S. Box section frame 2"x1½", leaves frame

1-½"x1" Box section frame for glazing 3/8"x3/8" using 16 SWG sheet 'U' shaped rubber

supported with 1"x1/8" M.S. flat for fixing 5 mm thick glass panes M.S. box section frame

½"x½" of 16 SWG for fixing 24 SWG wire gauze on outer side by means of ¾"x1/8" M.S. flat

and screws I/C all C.P. fitting and painting 3 coats complete in all respect.

Detail Unit Rate Per Sft.Rate

Qty Per Unit AmountRate Ananysis for 6'x4' = 24 Sft.

MATERIAL

1 M.S. box section frame 1½"x2" 16 SWG for chowkat.

Vertical 2x6' 12.00 Rft.central side 1x5' ¾ 5.75 Rft.Horizontal wall top bottom 2x4' 8.00 Rft.Central 2x1'-13/16 3.63 Rft.

Total 29.375 Rft.Add 5% wastage 1.468 Rft.

Total 30.343 R 21.34 Kg. 30.00 Per Kg. 640.20@ 1.55 lb/ft.

2 M.S. box section for leaf 1'-1½"x1" of 16 SWG

Vertical 2x2x4-¼' 17.00 Rft.Horizontal 2x2x1 - 3/16' 7.25 Rft.

24.25 Rft.Leaf for fixed lightVertical 2x2x1-3/8' 5.50 Rft.Horizontal 2x2x1-13/16' 7.25 Rft.

37.00 Rft.Add 5% wastage 1.85 Rft.

Total 38.85 Rft 19.74 Kg. 30.00 Per Kg. 592.20@ 1.12 lb/Rft.

3 M.S. Box section 3/8"x3/8" of 16 SWG for glazing.

for leave 2x2x4-¼' 17.00 Rft.Horizontal 2x2x1-13/16 7.25 Rft.Fan light 2x2x1'-3/8 5.50 Rft.

2x2x1'-13/16 7.25 Rft.Total 37.00 Rft.

Add 5% wastage 1.85 Rft.38.85 Rft 5.82 Kg. 30.00 Per Kg. 174.60

@ 0.33 lb/Rft.4 M.S. box section ½"x½" of 16 SWG for fixing wire

gauzefor leave 2x2x4'-¼ 17.00 Rft.

2x2x1'-13/16 7.25 Rft.for fan light 2x2x1'-3/6 5.50 Rft.

2x2x1'-13/16 7.25 Rft.Total 37.00 Rft.

Add 5% wastage 1.85 Rft.Total 38.85 Rft 7.93 Kg. 30.00 Per Kg. 237.90

@ 0.45 lb/Rft.

5 M.S. flat 1"x1/8" for fixing glazing.

for leaves 2x2x4-¼' 17.00 Rft.

2x2x1'-13/16 7.25 Rft.

for fixed glazing 2x2x1'-3/8 5.50 Rft.

Page 62: Rate analsis Chapter No. 25 (Iron Work)

Page 62

2x2x1'-13/16 7.25 Rft.

Total 37.00 Rft.

Add 5% wastage 1.85 Rft.

Total 38.85 Rft 7.47 Kg. 22.00 per Per Kg. 164.34

@ 0.424 lb/ft.

6 M.S. flat for wire gauze ¾"x1/8"

side 2x6' 12.00 Rft.

central 2x6' 12.00 Rft.

horizontal 2x4x1'-13/16 14.50 Rft.

38.50 Rft.

Add 5% wastage 1.93 Rft.

Total 40.43 Rft 5.83 kg. 22.00 Per Kg. 128.26

@ 0.318 lb/ft.

7 Holdfast of angle iron (1-½"x1½")x1/8" 2.59 Kg. 24.00 Per Kg. 62.16

6x¾' = 4.50 Rft. @ 1.27 lb/Rft.

8 G.I. wire gauze 24 SWG 12x12 meshes

2x4-¼'x1-13/16' 15.40 Sft.

2x1-3/8'x1-13/16' 4.98 Sft.

Total 20.38 Sft.

Add 10% wastage 2.04 Sft.

22.42 Sft 22.42 Sft. 6.00 Per Sft. 134.52

9 Glazing with glass panes 5 mm thick

2x4-1/6'x1-¾' 14.52 Sft.

2x1-1/3'x1-3/4' 4.66 Sft.

Total 19.18 Sft.

Add 10% wastage 1.92 Sft.

21.10 Sft 21.10 Sft. 32.00 Per Sft. 675.20

10 U' shape rubber

2x2x4-¼' 17.00 Rft.

2x2x1-13/16' 7.25 Rft.

2x2x1-3/8' 5.50 Rft.

2x2x1-13/16' 7.25 Rft.

Total 37.00 Rft.

Add 10% wastage 3.70 Rft.

Total 40.70 Rft 40.70 Rft. 2.40 Per Rft. 97.68

11 Machine screws 91.00 Nos. 3.25 per dozen 24.65

12 M.S. hinges special type 3x2 (100 mm long) 6.00 Nos. 4.60 Each 27.60

13 C.P. tower bolt (225 mm long) 2.00 Nos. 17.00 Each 34.00

14 Brass handle special type 2.00 Nos. 24.00 Each 48.00

15 G.I. stay 2.00 Nos. 24.00 Each 48.00

16 PCC 1:2:4 for fixing holdfast 64.00 L.S. 64.00

17 Paint 0.50 gln 550.00 per gln 275.00

Total 3428.31

Contractor's Profit & Overh 20.00 Percent 685.66

Total 4113.97

Page 63: Rate analsis Chapter No. 25 (Iron Work)

Page 63

LABOUR

1 Black smith 0.34 No. 170.00 per day 57.80

2 Welder 0.34 No. 170.00 per day 57.80

3 Welding machine on hire basis for ¾ day 0.34 day 224.00 per day 76.16

4 Electrode L.S 120.00

5 Fixer (glass panes) (Glazier) 0.50 No. 170.00 per day 85.00

6 Painter 0.25 No. 170.00 per day 42.50

Total 439.26

Sundries 10.00 Percent 43.93

Total 483.19

Contractor's Profit & Overh 20.00 Percent 96.64

Total 579.82

ITEM RATE

Labour Rate per Sft. Rs. 24.16 Say 24.15

Composite Rate/Sft. Rs. 195.57 Say 195.60

Labour Rate per Sq.m Rs. 259.95 Say 259.95

Composite Rate per Sq.m Rs. 2104.38 Say 2104.40

Page 64: Rate analsis Chapter No. 25 (Iron Work)

Page 64

44. Providing and fixing windows consisting of M.S. Box section frames 2"1½" leaves frame

1½"1" box section frame for glazing 3/8"x3/8" using 16 SWG sheet 'U' shaped rubber

supported with 1"x1/8" M.S. flat for fixing 5 mm thick glass panes M.S. box section frame

½"x½" of 16 SWG for fixing 24 SWG wire gauze on outer side by means of ¾"x1/8" M.S. flat

and screws including grill of M.S. flat ½"x1/8" or ¼"x¼" square bar with independent frame

of ½"x½" box section of 16 SWG i/c all C.P. fitting and painting 3 coats complete in all

respect.

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for 6'x4' = 24 Sft.

MATERIAL

1 M.S. box section frame 1½"x2" 16 SWG for

chowkat.

Vertical side 2x6' 12.00 Rft.

central side 1x5'-¾ 5.75 Rft.

Horizontal top

bottom 2x4' 8.00 Rft.

Central 2x1'-13/16 3.63 Rft.

Total 29.375 Rft.

Add 5% wastae 1.468 Rft.

Total 30.343 R 21.34 Kg. 30.00 per Per Kg. 640.20

@ 1.55 lb/ft.

2 M.S. box section for leaf 1½"x1" of 16 SWG

Vertical 2x2x4'-¼ 17.00 Rft.

Horizontal 2x2x1 - 13/16' 7.25 Rft.

24.25 Rft.

Leaf for fixed light

Vertical 2x2x1-3/8' 5.50 Rft.

Horizontal 2x2x1'-13/16 7.25 Rft.

37.00 Rft.

Add 5% wastage 1.85 Rft.

Total 38.85 Rft 19.74 Kg. 30.00 per Per Kg. 592.20

@ 1.12 lb/Rft.

3 M.S. Box section 3/8"x3/8" of 16 SWG for glazing.

for leaves 2x2x4'-¼ 17.00 Rft.

Horizontal 2x2x1'-13/16 7.25 Rft.

Fan light 2x2x1'-3/8 5.50 Rft.

2x2x1'-13/16 7.25 Rft.

Total 37.85 Rft.

Add 5% wastage 1.85 Rft.

38.85 Rft 5.82 Kg. 30.00 per Per Kg. 174.60

@ 0.33 lb/Rft.

4 M.S. box section ½"x½" of 16 SWG for fixing

wire gauge

for leaves 2x2x4-¼' 17.00 Rft.

2x2x1'-13/16 7.25 Rft.

for fan light 2x2x1'-3/6 5.50 Rft.

2x2x1'-13/16 7.25 Rft.

Total 37.00 Rft.

Page 65: Rate analsis Chapter No. 25 (Iron Work)

Page 65

Add 5% wastage 1.85 Rft.

Total 38.85 Rft 7.93 Kg. 30.00 per Per Kg. 237.90

@ 0.45 lb/ft.

5 M.S. flat 1"x1/8" for fixing glazing.

for leave 2x2x4'-¼ 17.00 Rft.

2x2x1'-13/16 7.25 Rft.

for fixed glazing 2x2x1'-3/8 5.50 Rft.

2x2x1'-13/16 7.25 Rft.

Total 37.00 Rft.

Add 5% wastage 1.85 Rft.

Total 38.85 Rft 7.47 Kg. 22.00 per Per Kg. 164.34

@ 0.424 lb/ft.

6 M.S. flat for wire gauze ¾"x1/8"

side 2x6' 12.00 Rft.

central 2x6' 12.00 Rft.

horizontal 2x4x1'-13/16 14.50 Rft.

38.50 Rft.

Add 5% wastage 1.93 Rft.

Total 40.43 Rft 5.83 Kg. 22.00 per Per Kg. 128.26

@ 0.318 lb/ft.

7 Holdfast of angle iron 1-½"x1½" 2.59 Kg. 24.00 per Per Kg. 62.16

6x¾ = 4.50 Rft.

8 Porividng fixing M.S. grill ½"x1/8" M.S. flat

frame without holdfast including painting

2x4 1/6'x1-3/16' 15.09 Sft.

2x1 1/16'x1 13/16' 3.84 Sft.

Total 18.93 Sft 18.93 Sft. 50.00 Per Sft. 946.50

9 G.I. wire gauge 24 SWG 12x12 meshes

2x4-¼'x1-13/16' 15.40 Sft.

2x1-3/8x1-13/16 4.98 Sft.

Total 20.38 Sft.

Add 5% wastage 2.04 Sft.

22.42 Sft 22.42 Sft. 6.00 Per Sft. 134.52

10 Glazing with glass panes 5 mm thick

2x4-1/6x1-¾ 14.52 Sft.

2x1-1/3x1-3/4 4.66 Sft.

Total 19.18 Sft.

Add 5% wastage 1.92 Sft.

21.10 Sft 21.10 Sft. 32.00 Per Sft. 675.20

Page 66: Rate analsis Chapter No. 25 (Iron Work)

Page 66

11 U' shape rubber

2x2x4-¼' 17.00 Rft.

2x2x1-13/16' 7.25 Rft.

2x2x21-3/8 5.50 Rft.

2x2x1-13/16 7.25 Rft.

Total 37.00 Rft.

Add 5% wastage 3.70 Rft.

Total 40.70 Rft 40.70 Rft. 2.40 per Per Rft. 97.68

12 Machine screws 91.00 Nos. 3.25 per dozen 24.65

13 M.S. hinges special type 3x2 (100 mm long) 6.00 Nos. 4.60 Each 27.60

14 C.P. tower bolt (225 mm long) 2.00 Nos. 17.00 Each 34.00

15 Brass handle special type 2.00 Nos. 24.00 Each 48.00

16 G.I. stay 2.00 Nos. 24.00 Each 48.00

17 Cement 0.250 Cft. 230.00 P. Bag 57.50

Sand 0.60 Cft. 350.00 Per % Cft. 2.10

Bajri 1.200 1200.00 100 Cft. 14.40

18 Paint 0.25 gln 550.00 per gln 137.50

Total 4247.31

Contractor's Profit & Overh 20.00 Percent 849.46

Total 5096.77

LABOUR

1 Black smith 0.50 No. 170.00 per day 85.00

2 Welder 0.50 No. 170.00 per day 85.00

3 Welding machine on hire basis for 1 day 0.50 No. 224.00 per day 112.00

4 Electrode 0.427 375.00 P. Bundle 160.13

5 Fixer (glass panes) (Glazier) 0.50 No. 170.00 per day 85.00

6 Painter 0.25 No. 170.00 per day 42.50

Total 569.63

Sundries 10.00 Percent 56.96

Total 626.59

Contractor's Profit & Overh 20.00 Percent 125.32

Total 751.91

ITEM RATE

Labour Rate per Sft. Rs. 31.33 Say 31.35

Composite Rate/Sft. Rs. 243.69 Say 243.70

Labour Rate per Sq.m Rs. 337.10 Say 337.10

Composite Rate per Sq.m Rs. 2622.15 Say 2622.15

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Page 67

45. Flapping G.I. Pipes for bathroom drains

Detail Unit Rate Per Each Job

Rate

Qty Per Unit Amount

Rate Analysis for Each Job

MATERIAL

1 Cost of flaps including hinges Each 28.80 Each 28.80

Total 28.80

Contractor's Profit & Overh 20.00 Percent 5.76

Total 34.56

LABOUR

Fitter 0.75 No. 170.00 Per day 127.50

Total 127.50

Sundries 10.00 Percent 12.75

Total 140.25

Contractor's Profit & Overh 20.00 Percent 28.05

Total 168.30

ITEM RATE

Labour Rate / Each Rs. 168.30 Say 168.30

Composite Rate/Each Rs. 202.86 Say 202.85

Page 68: Rate analsis Chapter No. 25 (Iron Work)

Page 68

46. Supply & Fixing iron grating for fire places

Detail Unit Rate Per Sft.

Rate

Qty Per Unit Amount

Rate Analysis for Sft.

MATERIAL

1 Cost of grating 1.00 Sft. 120.00 Per Sft. 120.00

Total 120.00

Contractor's Profit & Overh 20.00 Percent 24.00

Total 144.00

LABOUR

1 Mason 0.10 Nos 300.00 Per day 30.00

2 Cololies (Unskilled) 0.05 Nos. 140.00 Per day 7.00

Total 37.00

Sundries 10.00 Percent 3.70

Total 40.70

Contractor's Profit & Overh 20.00 Percent 8.14

Total 48.84

ITEM RATE

Labour Rate /Sft. Rs. 48.84 Say 48.85

Composite Rate per Sft. Rs. 192.84 Say 192.85

Labour Rate per Sq.m Rs. 525.52 Say 525.50

Composite Rate per Sq.m Rs. 2074.96 Say 2074.95

Page 69: Rate analsis Chapter No. 25 (Iron Work)

Page 69

47. Fixing Copper flashing, including cutting of sheets, grooving and rivetting.

Detail Unit Rate Per Lft.

Rate

Qty Per Unit Amount

Rate Analysis for 30 Lft.

LABOUR

1 Black Smith 1.00 No. 170.00 Per day 170.00

2 Coolies (Unskilled) 1.00 No. 140.00 Per day 140.00

Total 310.00

Sundries 10.00 Percent 31.00

Total 341.00

Contractor's Profit & Overh 20.00 Percent 68.20

Total 409.20

ITEM RATE

Labour Rate /Lft. Rs. 13.64 Say 13.65

Labour Rate Per Metre Rs. 44.74 Say 44.75

Page 70: Rate analsis Chapter No. 25 (Iron Work)

Page 70

48. Providing and fixing angle Iron railing, using 2½"x2½"x3/8" angle iron post 4½ foot long, 5' to 6' apart with

2½"x2½"x3/8" angle iron top rail and two rows of M.S. flat 2½"x¼" including fixing to side of bridges and

structure with "U" bolt 1½' long ¾" dia, painting etc complete in all respects.

Detail Unit Rate Per Rft.

Rate

Qty Per Unit Amount

Rate Analysis for 24 Rft.

MATERIAL

1 Angle Iron post 2½"x2½"x3/8" Vertical 5x4½' 22.50 Rft.Horizontal 1x24 24.00 Rft.

46.50 Rft.Wastage 5% 2.33 Rft.

Total 48.83 Rft 132.71 Kg. 24.00 Per Kg. 3185.04@ 5.99 lb/ft.

2 M.S. flat 2½"x¼"Horizontal 2x 24 48.00 Rft.wastage 5% 2.40 Rft.

50.40 Rft 49.39 Kg. 22.00 Per Kg. 1086.58@ 2.16 lb/Rft.

3 1½ ft. long M.S. U-Clamp 3/4" dia threaded at 5 Nos. 20.00 Each 100.00both ends including nuts complete.

4 Paint for 2 coats 0.056 Litre 450.00 Per Litre 25.20

Total 4396.82Contractor's Profit & Overh 20.00 Percent 879.36Total 5276.18

LABOUR

1 Welding 15 No . welds 15.00 Nos 7.47 Per weld 112.002 Fitter 0.375 No. 170.00 Per day 63.753 Coolies (Unskilled) 1.50 Nos. 140.00 per day 210.004 Painter 0.125 No. 170.00 per day 21.25

Total 407.00Sundries 10.00 Percent 40.70Total 447.70Contractor's Profit & Overh 20.00 Percent 89.54Total 537.24

ITEM RATE Labour Rate /Rft. Rs. 22.39 Say 22.40 Composite Rate/Rft. Rs. 242.23 Say 242.25

Labour Rate per RM Rs. 73.44 Say 73.45Composite Rate per RM Rs. 794.70 Say 794.70

Page 71: Rate analsis Chapter No. 25 (Iron Work)

Page 71

49. Providing and fixing barbed wire fencing, consisting of 1½"x1½"3/16" angle iron post 3¼ ft.

long 5 to 6 ft. centre to centre embedded in cement concrete 1:4:8 base of size 9"x9"12"

and three rows of barbed wire painting posts etc complete in all respects.

Detail Unit Rate Per 100 Rft.

Rate

Qty Per Unit Amount

Rate Analysis for 44 Rft.MATERIAL

1 Angle Iron 1½"x1½"x3/16" 9 Nos.x 3.25' 29.25 Rft.Wastage 5% 1.46 Rft.

Total 30.71 Rft.@ 1.84 lb/ 25.64 Kg. 24.00 Per Kg. 615.36

2 Cement Concrete 1:4:89x9"x9"x12" 5.06 Cft. 5.06 Cft. 56.40 Cft. 285.38

3 Strained Barbed Wire 3 rows3'x44 132 .00 RftWastage 5% 6.60 Rft.

138.6 Rft.@ 1.25 C 6.52 Kg. 31.50 Kg 205.38

4 Painting small detached articles not exceeding one Sft. of painted surface, 2 coats 9.00 Nos. 4.10 per No. 36.90

Total 1143.02Contractor's Profit & Overh 20.00 Percenton Item 1 &3 164.15Total 1307.17

LABOUR

1 Cement concrete (1:4:8) 5.06 Cft. 13.17 per Cft. 66.662 Fixing barbed wire and angle iron

i) Black smith for wire and angle iron 0.25 No. 170.00 per day 42.50ii) Coolies (Unskilled) 0.25 No. 140.00 per day 35.00

3 Painting small detached articles not exceeding 9 Nos. 3.81 Each 34.291 Sq.ft. area painted surface 2 coatsTotal 178.45Sundries 10.00 Percent 17.85Total 196.30Contractor's Profit & Overh 20.00 Percent 39.26Total 235.56

ITEM RATE

Labour Rate /100 Rft. Rs. 535.35 Say 535.35 Composite Rate/100Rft. Rs. 3,506.20 Say 3506.20

Labour Rate per RM Rs. 17.56 Say 17.55Composite Rate per RM Rs. 115.03 Say 115.05

Page 72: Rate analsis Chapter No. 25 (Iron Work)

Page 72

50. Providing and fixing barbed wire fencing on compound wall consisting of 1½"x1½"3/16"

angle iron post 3 ft. long 4 apart embedded in cement concrete 1:4:8 base of size 6"x6"x9"

and 4 rows of barbed wire , including binding wire, painting posts, etc. complete in all

respects.

Detail Unit Rate Per 100 Rft.

Rate

Qty Per Unit Amount

Rate Analysis for 48 Rft.

MATERIAL

1 Angle Iron 1½"x1½"x3/16" 13 Nos.x 3' 39.00 Rft.Wastage 5% 3.90 Rft.

Total 42.90 Rft.@ 1.84 lb 35.81 Kg. 24.00 Per Kg. 859.44

2 Cement Concrete 1:4:813"x6"x6"x9" 2.44 Cft. 2.44 Cft. 56.40 Cft. 137.62

3 Strained Barbed Wire 4 rows4'x48 192 .00 RftWastage 5% 9.60 Rft.

201.60 Rft.@ 1.25 C 9.49 Kg. 31.50 Per Kg. 298.94

4 Painting small detached articles not exceeding one Sft. of painted surface, 2 coats 13.00 Nos. 4.10 per No. 53.30

Total 1349.29Contractor's Profit & Overh 20.00 Percent 1158.38 231.68Total 1580.97

LABOUR

1 Cement concrete (1:4:8) 2.44 Cft. 13.17 per Cft. 32.142 Fixing angle iron and barbed wire fencing

i) Black smith 0.70 No. 170.00 per day 119.00ii) Coolies 0.75 No. 140.00 per day 105.00

3 Painting small detached articles not exceeding 13 Nos. 3.81 Each 49.531 Sq.ft. area painting surface 2 coatsTotal 305.68Sundries 10.00 Percent 30.57Total 336.24Contractor's Profit & Overh 20.00 Percent 67.25Total 403.49Say 287.35

ITEM RATE

Labour Rate /100 Rft. Rs. 840.61 Say 840.60 Composite Rate/100Rft. Rs. 4,134.29 Say 4134.30

Labour Rate per RM Rs. 27.58 Say 27.60Composite Rate per RM Rs. 135.64 Say 135.65

Page 73: Rate analsis Chapter No. 25 (Iron Work)

Page 73

51 Providing and fixing all types of partly fixed and partly openable glazed anodized bronze colour aluminum doors using

delux section of M/s. Al-Cop or Pakistan cables boring showkhat frame of size 40mm x 100mm and leaf frame of 60mm

x 40mm wide sections i/c the cos tof 5mm thick imported tinted glass with aluminium triangular gola and rubber gasket

to support the glass and leaf edgings using approved standard fittings, locks, 3" wide long handle etc. hardwares any

required as approved by the engineer inchrage (Follow Note Below).

Detail Unit Rate Per 100 Rft.

Rate

Qty Per Unit Amount

MATERIAL

a) 1.6 mm thick

Unit = 4 x 10 = 40 Sft.

Cost of Material 4'x1½"

i) Chowkhat Frame 40mm x 100 mm

13"x6"x6"x9" 4'-0

3 x 4 = 12.00 Rft.

2 x 10 = 20.00 Rft.

1 x 3 3.00 Rft.

Total 35.00 Rft.

Add Wastage 10% 3.50

Total 38.50 Rft. 70.00 Rft 2695.00

ii) Leaf Frames Section

40mm x 60mm (1½" 2½")

4 x 6.75 = 27.00 Rft.

2x2x1.375 = 5.50 Rft.

Total 32.50 Rft.

Add Wastage 10% 3.25

Total 35.75 Rft. 50.00 per No. 1787.50

iii) Leaf Edging

4 x 7 = 28.00 Rft.

2 x 4 = 8.00 Rft.

Total 36.00 Rft.

Add Wastage 5% 1.80

Total 37.80 Rft. 7.00 per No. 264.60

iv) Imported tinted glass 5 mm

4 x 10 = 40.00 Sft. 60.00 Sft. 2400.00

v) Aluminum tringular gola and gasket

to 4 (2 + 3) = 20.00 Rft.

Leaver 4 x 7 = 28.00 Rft.

4 x 1.375 = 5.50 Rft.

Total 53.50 Rft.

3

7

Page 74: Rate analsis Chapter No. 25 (Iron Work)

Page 74

Add Wastage 10% 5.35

Total 58.85 Rft. 8.00 per No. 470.80

vi) Pivots 4.00 Nos. 200.00 Each 800.00

vii) Cost of Hardwares L.S 150.00

viii) Long Handle 4 x 2 = 8.00 Rft. 75.00 Rft. 600.00

ix) Lock 1.00 No. 350.00 Each 350.00

x) Aluminium tower bolts 2.00 Nos. 30.00 Each 60.00

Total 9577.90

B) Labour

a) Labour Charges

For Manuracturing and Fabrication

Aluminium Technician 2.00 Nos. 170.00 per day 340.00

Carriage Cooly 3.00 Nos. 75.00 per day 225.00

Carriage Charges L.S. 100.00

b) Labour for Fixing the Glass Panes 40.00 Sft. 3.00 Sft. 120.00

Total 785.00

Sundries 10.00 Percent 78.50

Total 863.50

Contractor's Profit & Overh 20.00 Percent 172.70

Total 1036.20

ITEM RATE

Labour Rate /100 Rft. Rs. 25.91 Say 25.90

Composite Rate per RM Rs. 265.35 Say 265.35

Note :

i) Increase rate by 20/- P. Sft,. If sections will be of 2mm thickness

ii) Reduce rate by 20/- P. Sft. If sections will be of dull aluminium shade

iii) Reduce rate by 20/- P. Sft if using local pain glass

Page 75: Rate analsis Chapter No. 25 (Iron Work)

Page 75

ANALYSIS OF RATE

IRON WORK

52 Providing and fixing all types of glazed aluminium windows of anodized bronze colour partly fixed and

party sliding using deluxe section of M/s. Al-Cop or Pakistan Cables having Frame of size 100mm x

20mm and leaf frame sections of 50mm x 20mm, all of 1.6mm thickness i/c 5mm thick imported

tinted glass with rubber gasket using approved standard latches, hardware etc., as approved by the

engineer incharge.

Unit = 6 x 4.50 = 27.00 Sft. 4½'

6'-0

(A) COST OF MATERIAL

a) Frame 100mm x 20mm (4" x ¾")

2 x 6 = 12.00 Rft.

2 x 4.50 = 9.00 Rft.

Total 21.00 Rft.

Wastage 10% 2.10 Rft.

Total 23.10 Rft.

@ Rs. 60/- Rs. 1,386.00

b) Leaf frame sections 50mm x 20mm (2" x ¾")

4 x 4 = 12.00 Rft.

2 x 6 = 12.00 Rft.

Total 24.00 Rft.

Wastage 10% 2.40 Rft.

Total 26.40 Rft.

@ Rs. 50/- Rs. 1,540.00

c) Rubber gasket

4 x 4 = 16.00 Rft.

2 x 5.25 = 10.50 Rft.

Total 26.50 Rft.

Wastage 10% 2.65 Rft.

Total 29.15 Rft.

@ Rs. 2/- Rs. 58.30

Rs. 2,984.30

B/F Rs. 2,984.30

d) Cost of hardwares L.S Rs. 50.00

e) Latches of matching

Page 76: Rate analsis Chapter No. 25 (Iron Work)

Page 76

shade 1 No. Rs. 40.00

f) Imported tinted glass

6 x 4.50 = 27 Sft.

@ Rs. 60/- Rs. 1,620.00

g) Polistevene or polisulphide

for water tight L.S Rs. 100.00

Total Rs. 4,794.30

Contractor's 20% Profit Rs. 958.86

Total Rs. 5,753.16

(B) LABOUR

a) For Manufacturing & Fabricating

Aluminium technician 2 Nos. Rs. 340.00

@ Rs.170/-

Cooly 3 Nos. Rs. 225.00

@ Rs.75/-

b) Labour for fixing of glass panes

27 Sft. @ 3/Sft Rs. 81.00

Total Rs. 646.00

Sundries 10% Rs. 64.60

Total Rs. 710.60

Contractor's 20% Profit Rs. 142.12

Total Rs. 852.72

Notes :

i) Reduce rate by 20/- P. Sft if sections will be of 1.2mm thickness.

ii) Reduce rate by 20/- P. Sft if dull sections of aluminium will be used.

iii) Reduce rate by 20/- P. Sft if local plain glass will be used.

Labour Rate = 781.66 28.95 P. Sft

27

Composite Rate = 6,055.39 224.27 P. Sft

27

Say Rs. 224.25 P. Sft