Transcript Slide 1

ASA Flanges:
150# Series, 300# Series, 400# Series, 600# Series & 900# Series
Fire Brick Data:
General Info
Gasket Data:
Non-Metallic Gasket Dimensions
Structural Weights:
Structural Angles Weight in #’s per Foot & Structural Shapes Weights
Pipe Weights And Wall Thickness:
Aluminum Pipe Wall Thickness and Weight
Carbon and Alloy Steel Pipe Wall Thickness
Carbon and Alloy Steel Pipe Weights #’s per Foot
Stainless Steel Pipe Wall Thickness and Weight
Tool Data:
Pneumatic Tool Working Pressure and Consumption
Pneumatic Tool Data
Taper Pins and Reamers
Wrench Socket and Tool Data
DIMENSIONAL DATA
ASA FLANGES
150# SERIES
BOLTING DATA
NONINAL PIPE SIZE
OUTSIDE DIAM. OF
FLANGE
BOLT CIRCLE
NUMBER & DIAM. OF
BOLT HOLES
NONINAL PIPE SIZE
STUD BOLTS
1/16"
R.T.J.
M&F Or T&G
1/2
3-3/4
2-3/8
4- 5/8
1/2 X 2-1/2
1/2 X 2-1/4
1/2
3/4
3-7/8
2-3/4
4- 5/8
1/2 X 2-3/4
1/2 X 2-1/2
3/4
1
4-1/4
3-1/8
4- 5/8
1/2 X 2-3/4
1/2 X 3-1/2
1/2 X 2-1/2
1
1-1/4
4-5/8
3-1/2
4- 5/8
1/2 X 3
1/2 X 3-1/2
1/2 X 2-3/4
1-1/4
1-1/2
5
3-7/8
4- 5/8
1/2 X 3
1/2 X 3-3/4
1/2 X 2-3/4
1-1/2
2
6
4-3/4
4- 3/4
5/8 X 3-1/2
5/8 X 4
5/8 X 3-1/4
2
3
7-1/2
6
4- 3/4
5/8 X 3-3/4
5/8 X 4-1/2
5/8 X 3-1/2
3
4
9
7-1/2
8- 3/4
5/8 X 3-3/4
5/8 X 4-1/2
5/8 X 3-1/2
4
6
11
9-1/2
8- 7/8
3/4 X 4-1/4
3/4 X 4-3/4
3/4 X 4
6
8
13-1/2
11-3/4
8- 7/8
3/4 X 4-1/2
3/4 X 5
3/4 X 4-1/4
7
10
16
14-1/4
12- 1
7/8 X 5
7/8 X 5-1/2
7/8 X 4-3/4
8
12
19
17
12- 1
7/8 X 5
7/8 X 5-3/4
7/8 X 4-3/4
9
14
21
18-3/4
12- 1-1/8
1 X 5-3/4
1 X 6-1/4
1 X 5-1/2
10
16
23-1/2
21-1/4
16- 1-1/8
1 X 5-3/4
1 X 6-1/2
1 X 5-1/2
11
18
25
22-3/4
16- 1-1/4
1-1/8 X 6-1/4
1-1/8 X 7
1-1/8 X 6
12
20
27-1/2
25
20- 1-1/4
1-1/8 X 6-3/4
1-1/8 X 7-1/4
1-1/8 X 6-1/2
14
24
32
29-1/2
20 1-3/8
1-1/4 X 7-1/2
1-1/4 X 7-1/2
1-1/4 X 7-1/4
15
DIMENSIONAL DATA
ALUMINUM PIPE
PIPE WALL THICKNESS
NOMINAL PIPE
SIZE
WALL THICKNESS
WEIGHT - POUNDS PER FOOT
PIPE SCHEDULE
PIPE SCHEDULE
NOMINAL PIPE
SIZE
5
10
20
40
80
5
10
20
40
80
1/2"
.065
.083
-
.109
.147
.176
.221
-
.294
.382
1/2"
3/4"
.065
.083
-
.113
.154
.235
.274
-
.391
.547
3/4"
1"
.065
.109
-
.133
.179
.285
.478
-
.581
.751
1"
1-1/4"
.065
.109
-
.140
.191
.383
.625
-
.786
1.037
1-1/4"
1-1/2"
.065
.109
-
.145
.200
.441
.721
-
.940
1.256
1-1/2"
2"
.065
.109
-
.154
.218
.555
.913
-
1.234
1.737
2"
3"
.083
.120
-
.216
.300
1.048
1.498
-
2.261
3.547
3"
4"
.083
.120
-
.237
.337
1.354
1.942
-
3.733
5.183
4"
6"
.109
.134
-
.280
.432
2.623
3.214
-
6.564
9.884
6"
8"
.109
.148
.250
.322
.500
3.359
4.544
7.704
9.878
15.311
8"
10"
.134
.165
.250
.365
.593
5.180
7.300
9.590
14.000
22.680
10"
12"
.165
.180
.250
.406
.687
7.268
7.968
10.975
17.905
29.259
12"
DIMENSIONAL DATA
STRUCTURAL ANGLES
WEIGHT IN POUNDS PER FOOT
THICKNESS
SUM OF LEGS
SUM OF LEGS
1/8"
3/16"
1/4"
5/16"
3/8"
7/16"
1/2"
9-16"
5/8"
11/16"
3/4"
13/16"
7/8"
15/16"
16/16"
1-1/2
.59
.84
-
-
-
-
-
-
-
-
-
-
-
-
-
1-1/2
2
.80
1.16
1.49
-
-
-
-
-
-
-
-
-
-
-
-
2
2-1/2
1.01
1.48
1.92
2.33
-
-
-
-
-
-
-
-
-
-
-
2-1/2
3
1.23
1.80
2.34
2.86
3.35
-
-
-
-
-
-
-
-
-
-
3
3-1/2
1.44
2.12
2.77
3.39
3.99
4.60
-
-
-
-
-
-
-
-
-
3-1/2
4
1.65
2.44
3.19
3.92
4.70
5.30
-
-
-
-
-
-
-
-
-
4
4-1/2
1.86
2.75
3.62
4.50
5.30
6.10
6.80
-
-
-
-
-
-
-
-
4-1/2
5
2.08
3.07
4.10
5.00
5.90
6.80
7.70
-
-
-
-
-
-
-
-
5
5-1/2
-
-
4.50
5.60
6.60
7.60
8.50
9.50
-
-
-
-
-
-
-
5-1/2
6
-
-
4.90
6.10
7.20
8.30
9.40
10.40
11.50
12.50
-
-
-
-
-
6
6-1/2
-
-
5.40
6.60
7.90
9.10
10.20
11.40
12.50
13.60
14.70
15.80
-
-
-
6-1/2
7
-
-
5.80
7.20
5.50
9.80
11.10
12.40
13.60
14.80
16.00
17.10
-
-
-
7
7-1/2
-
-
-
7.70
9.10
10.60
11.90
13.30
14.70
16.00
17.30
18.50
-
-
-
7-1/2
8
-
-
8.60
8.20
9.80
1130
12.80
14.30
15.70
17.10
18.50
19.90
-
-
-
8
8-1/2
-
-
-
8.70
10.40
12.00
13.60
15.20
16.80
18.30
19.80
21.30
22.70
-
-
8-1/2
9-1/2
-
-
-
9.80
11.70
13.50
15.30
17.10
18.90
20.60
22.40
24.00
25.70
27.30
28.90
9-1/2
10
-
-
-
-
12.30
14.30
16.20
18.10
20.00
21.80
23.60
25.40
27.20
28.90
30.60
10
10-1/2
-
-
-
-
13.09
15.00
17.00
19.10
21.00
23.00
24.90
26.80
28.70
30.50
32.30
10-1/2
11-1/2
-
-
-
-
-
16.50
18.70
21.00
23.00
25.30
27.50
29.60
51.70
53.70
35.70
11-1/2
12
-
-
-
-
14.90
17.20
19.60
21.90
25.30
26.50
28.70
31.00
33.10
35.30
37.40
12
14
-
-
-
-
-
20.20
23.00
25.70
28.50
31.20
33.80
28.50
39.10
41.70
44.20
14
16
-
-
-
-
-
-
26.40
29.60
32.70
35.80
38.90
42.00
45.00
48.10
51.00
16
Field Fabrication
Handling Pipe:
1. Shop Handling for Fabrication
2. Handle and Erect Fabricated Spool Pieces
3. Handle and Erect Straight Run Pipe
4. Attaching Flanges
5. Make-On Handling Valves
6. Field Erection Bolt-Ups
7. All Welded Fabrication
8. Flame Cutting or Beveling
9. Machine Cutting and Beveling
10. Threading Pipe
11. Local Stress Relieving
12. Welded Attachments and Drilling Holes in Attachments
13. Hydrostatic Testing
14. Access Holes
Field Fabrication
Attaching Flanges:
1.
2.
3.
4.
5.
6.
7.
Attaching Flanges - Screwed Type No Weld
Attaching Flanges – Screwed Type Weld Back Only
Attaching Flanges – Screwed Type Weld Front and Back
Attaching Flanges – Slip On Type Manual Weld
Attaching Flanges – Weld Neck Type
Attaching Orifice - Flanges Slip On & Threaded Type
Attaching Orifice Flanges Weld Neck Type
Beveling Pipe:
1. Flame Beveling Pipe for Welding – V Type
2. Flame Beveling Large O.D. Pipe for Welding
Cutting Pipe:
1. Flame Cutting Pipe – Plain Ends
2. Flame Cutting Heavy Wall Pipe – Plain Ends
3. Flame Cutting Large O.D. Pipe – Plain Ends
Field Fabrication
End Closures:
1.
2.
3.
4.
5.
End Closures – Pressure Type
Heavy Wall End Closures – Pressure Type
Large O.D. End Closures – Pressure Type
90 Degree Coupling and Socket Welds
Olet Type Welds
General Labor Operations:
1. Break Concrete Floors
2. Misc Labor Operations
Handling Straight Pipe:
1.
2.
3.
4.
5.
6.
Handling and
Handling and
Handling and
Handling and
Handling and
Handling and
Erecting Straight Pipe
Erecting Heavy Wall Straight Pipe
Erection Large O.D. Straight Pipe
Erecting Fabricated Spool Pieces
Erecting Heavy Wall Fabricated Spool Pieces
Erecting Large O.D. Fabricated Spool Pieces
Field Fabrication
Handling Valves and Flanges:
1. Making On Screwed Fittings and Valves
2. Field Handling Valves
3. Field Valve Erection and Bolt-Ups
4. Attaching Flanges – Screw Type No Weld
5. Attaching Flanges – Screw Type Weld Front and Back
6. Attaching Flanges – Screw Type Weld Back
7. Attaching Flanges – Slip-On Type Weld Front and Back
8. Attaching Flanges – Weld Neck Type Butt Weld
9. Attaching Orifice Flanges – Slip-On and Threaded Type
10. Attaching Orifice Flanges – Weld Neck Type
Heat Exchangers:
1. TEMA Class C&A
2. TEMA Class C&A
3. TEMA Class C&A
4. TEMA Class C&A
5. TEMA Class C&A
6. TEMA Class C&A
Heat Exchangers
Heat Exchangers
Heat Exchangers
Heat Exchangers
Heat Exchangers
Heat Exchangers
150° Rating
300# Rating
450# Rating
600# Rating
Labor Standards
Bolting Data
Field Fabrication
Hydrostatic Testing:
1.
2.
3.
Hydrostatic Testing
Hydrostatic Testing Heavy Wall Pipe
Hydrostatic Testing Large O.D. Pipe
Instrument and Controls:
1. Instrument and Control Piping
2. Instrument an Process Tubing Installation
3. Steam Tracing Tubing Installiation
Insulation:
1.
2.
3.
4.
5.
6.
Field Pipe Insulation – Man Hours per 100 ft (50°)
Field Pipe Insulation – Man Hours per 100 ft (150° to 900°)
Field Pipe Insulation – Man Hours per 100 ft (900° to 1200°)
Field Pipe Insulation – Multipliers
Field Pipe Insulation – Multipliers (2)
Insulation Vessels and Equipment
FIELD SHOP PIPE FABRICATION
BEVELING LARGE O.D. PIPE - STRAIGHT PIPE ONLY
CARBON STEEL PIPE
WALL THICKNESS IN INCHES
O.D. PIPE INCHES
O.D. PIPE INCHES
0.375
0.500
0.750
26
3.27
4.31
4.87
26
28
3.75
4.68
5.24
28
30
4.00
5.05
5.69
30
32
4.43
5.39
5.97
32
34
4.84
5.95
6.43
34
36
5.39
6.47
6.91
36
38
6.10
7.17
7.47
38
40
6.80
7.85
8.18
40
42
7.59
8.66
8.96
42
44
8.59
9.48
9.89
44
46
9.63
10.41
10.89
46
48
10.89
11.45
11.82
48
54
12.25
12.87
13.31
54
60
13.62
14.31
14.79
60
For mitre cuts less than 30°, add 50% to the above man hours.
For mitre cuts 30° or greater, add 100% to the above man hours.
Man hours are for cutting pipe with plain ends only and do not include beveling, threading, ect. See appropriate man hour tables for these operations and time requirments.
For cutting the ends of bends or trimming fittings, add 50% to the above man hours.
MAINTENANCE LABOR STANDARDS
STEAM TRACING
TUBING INSTALLTION
TUBING OUTSIDE DIAMETER
OPERATION
1/4" & 3/8"
1/2" & 5/8"
3/4" & 7/8"
COPPER (SOFT DRAW) M.HM PER FOOT- STRAIGHT RUNS
0.04
0.06
0.08
ADD FOR EACH 2-WAY TUBING CONECTOR - M.H.
0.13
0.15
0.18
ADD FOR EACH 3-WAY TUBING CONECTOR
0.20
0.24
0.28
ADD FOR EACH VALVE TRACED - 2" TO 6" VALVES- M.H.
0.33
0.40
-
ADD FOR EACH VALVE TRACED - 8" TO 12" VALVES- M.H.
0.50
0.75
-
ADD FOR EACH PIPE THREAD CONNECTION TO 1" - M.H.
0.16
0.20
-
ADD FOR EACH GAGE GLASS OR INSTRUMENT
0.75
1.00
-
WHEN TRACING WITH 1/2" SCH. 80 CARBON STEEL PIPE USE .25 M.H. PER LINEAR FOOT PLUS
WELDING TIME.
FIELD FABRICATION
PREHEATING LARGE O.D. 90° NOZZLE WELDS
CARBON STEEL PIPE
MAN HOURS PER WELD
WALL THICKNESS IN INCHES
O.D. PIPE INCHES
O.D. PIPE INCHES
0.500
0.750
1.00
1.25
1.50
1.75
2.00
2.25
26
9.7
10.7
12.9
15.6
18.3
20.1
23.0
25.8
26
28
10.3
11.4
13.8
16.6
19.2
21.2
24.4
27.7
28
30
10.9
12.2
14.8
17.6
20.5
22.8
26.1
29.5
30
32
11.6
12.9
15.5
18.5
21.6
24.0
27.5
31.0
32
34
12.6
13.8
16.3
19.9
23.2
25.7
29.3
33.4
34
36
13.5
14.8
17.5
21.6
25.7
28.2
32.2
36.5
36
38
14.3
15.8
18.9
23.0
28.6
31.0
35.5
40.1
38
40
15.3
17.0
20.2
24.5
31.7
34.2
39.1
44.1
40
42
16.2
18.1
21.8
26.3
34.0
37.8
43.0
48.5
42
48
18.5
20.7
24.9
30.1
38.8
43.2
49.1
55.5
48
54
20.8
23.2
28.1
33.9
43.7
48.5
55.2
62.3
54
60
23.1
25.8
31.2
37.6
45.5
43.9
61.4
69.3
60
Pipe Thickness: The size of the noxxle and the wall thickness of the header or nozzle (whichever is greater) determines the man hours to be used.
Time: For reinforced 90° nozzle welds, add 100% to the above man hours.
For 45° nozzle welds, add 50% to the above man hours.
For reinforced 45° nozzle welds add 150% to the above man hours.
For Preheating to temperatures above 400°F but not exceeding 600°F add 100% to the man hours.
Preheating coupling, weldolet, threadolet or scoket welds should be charged at the same hours as shown for the same size and schedule.
Man hours for preheating are additional to man hours for welding operations.
Shop Fabrication
Beveling Pipe:
1.
2.
3.
4.
Flame Beveling Pipe for Welding - V Type
Machine Beveling Pipe for Welding -U Type and V Type
Beveling Heavy Wall Pipe U-Type or DBL Angles
Beveling Large O.D. Pipe
Cutting Pipe:
1.
2.
3.
4.
5.
6.
Flame Cutting Pipe - Plain Ends
Flame Cutting Heavy Wall Pipe - Plain Ends
Flame Cutting Large O.D. Pipe - Plain Ends
Machine Cutting Pipe - Plain Ends
Machine Cutting Heavy Wall Pipe - Plain Ends
Machine Cutting Large O.D. Pipe - Plain Ends
Handling Pipe:
1. Shop Handling Material For Fabrication
2. Shop Handling Heavy Wall Pipe For Fabrication
3. Shop Handling Large O.D. Pipe For Fabrication
Shop Fabrication
End Closures:
1.
2.
3.
4.
5.
6.
7.
Concentric Swedged Ends
Eccentric Swedged Ends
End Closures Pressure Type
Heavy Wall End Closures Pressure Type
Large O.D. Pipe End Closures Pressure Type
90° Coupling and Socket Welds
Olet Type Welds
Flanges:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Attaching Flanges Screwed Type No Weld
-Attaching Flanges Screwed Type Weld Back Only
Attaching Flanges Screwed Type Weld Front and Back
Attaching Flanges Slip On Type Manual Weld
Attaching Flanges Slip On Type Machine Weld
Attaching Flanges Weld Neck Type
Attaching Orifice Flanges Slip On & Threaded Type
Attaching Orifice Flanges Weld Neck Type
ASA Std. Flanged Joints Man Hours per
Shop Fabrication
Machining Pipe :
1. Machining Inside of Pipe
2. Machine Inside of Large O.D. Pipe
3. Boring Inside Diameter of Pipe
Misc Jobs :
1.
2.
3.
4.
Threading Pipe Including Cut
Welded Carbon Steel Attachments
Drilling Holes in Welded Attachments
Installing Flow Nozzles Ring Type
Preheating :
1.
2.
3.
4.
5.
Preheating
Preheating
Preheating
Preheating
Preheating
Butt and Flange Welds
Heavy Wall Pipe Butt Welds
Large O.D. Pipe Butt and Flange Welds
90degree Nozzle Welds
Large O.D. 90degree Nozzle Welds
SHOP FABRICATION
FLAME BEVELING FOR WELDING - "V" TYPE BEVELS
CARBON STEEL MATERIAL
NET MAN HOURS
STANDARD PIPE & EXTRA HEAVY PIPE &
PIPE SIZE INCHES
OD SIZEZ 3/8" THICK OD SIZES 1/2" THICK
SCHEDULE NUMBERS
PIPE SIZE INCHES
20
30
40
60
80
100
120
140
160
2 or Less
0.07
0.10
-
-
0.07
-
0.10
-
-
-
0.14
2 or Less
2-1/2
0.08
0.12
-
-
0.08
-
0.12
-
-
-
0.16
2-1/2
3
0.10
0.14
-
-
0.10
-
0.14
-
-
-
0.19
3
4
0.14
0.19
-
-
0.14
-
0.19
-
0.26
-
0.28
4
5
0.17
0.24
-
-
0.17
-
0.24
-
0.30
-
0.34
5
6
0.23
0.30
-
-
0.23
-
0.30
-
0.39
-
0.43
6
8
0.32
0.44
0.32
0.32
0.32
0.40
0.44
0.52
0.59
0.65
-
8
10
0.44
0.63
0.44
0.44
0.44
0.63
0.68
0.75
0.83
-
-
10
12
0.48
0.75
0.48
0.48
0.59
0.89
0.94
1.03
-
-
-
12
14 O.D.
0.67
0.89
0.67
0.67
0.79
0.98
1.14
-
-
-
-
14 O.D.
16 O.D.
0.75
1.10
0.75
0.75
1.10
1.22
1.35
-
-
-
-
16 O.D.
18 O.D.
0.94
1.34
0.94
1.10
1.34
1.50
-
-
-
-
-
18 O.D.
20 O.D.
1.14
1.50
1.14
1.54
1.65
1.82
-
-
-
-
-
20 O.D.
24 O.D.
1.73
2.20
1.73
2.32
2.44
-
-
-
-
-
-
24 O.D.
For mitre bevles add 50% to the above man hours
Man hours are for flame beveling only and do not include cutting or internal machining. See respective man hours tables for these charges.
For beveling on the ends od bends or shop trimmed fittings, add 50% to the above man hours.
The above man hours are for wall thickness of 7/8" or less. For wall thickness greater than 7/8" see respective man hours tables for these charges.
SHOP FABRICATION
HEAVY WALL END CLOSURES - PRESSURE TYPE
CARBON STEEL PIPE
MAN HOURS PER WELD
WALL THICKNESS IN INCHES
NORMAL PIPE SIZE
0.750
1.00
1.25
NORMAL PIPE SIZE
1.50
1.75
2.00
2.25
2.50
3
4.6
-
-
-
-
-
-
-
3
4
-
6.9
8.1
9.2
-
-
-
-
4
5
-
8.4
9.8
11.1
12.5
-
-
-
5
6
-
13.4
15.7
17.8
20.1
21.9
23.2
-
6
8
-
14.1
16.5
18.7
21.1
23.0
24.4
26.1
8
10
-
-
22.3
25.3
28.6
31.2
33.1
35.4
10
12
-
-
-
35.0
39.6
43.2
45.8
49.0
12
14
-
-
-
40.4
45.7
49.8
52.8
56.5
14
16
-
-
-
-
53.2
58.0
61.5
65.7
16
18
-
-
-
-
-
64.6
68.5
73.2
18
20
-
-
-
-
-
69.7
73.9
79.0
20
22
-
-
-
-
-
76.7
81.3
86.9
22
24
-
-
-
-
-
83.7
88.7
94.8
24
2.75
3.00
3.25
3.50
3.75
4.00
4.25
4.50
10
37.8
40.4
-
-
-
-
-
-
10
12
52.4
56.0
58.6
61.2
-
-
-
-
12
14
52.8
56.4
59.1
61.8
64.6
67.6
-
-
14
16
70.2
75.0
78.5
82.0
85.7
89.6
-
-
16
18
78.3
83.7
87.6
91.5
95.6
99.9
-
-
18
20
84.5
90.3
94.5
98.8
103.2
107.8
112.1
116.0
20
22
92.9
99.3
104.0
108.7
113.6
118.7
123.4
127.7
22
24
101.3
108.3
113.4
118.5
123.8
129.4
134.6
139.3
24
4.75
5.00
5.25
5.50
5.75
6.00
20
120.8
125.0
129.4
133.3
137.3
141.4
20
22
132.9
137.6
142.4
146.7
151.1
155.6
22
24
145.0
150.1
155.4
160.1
164.9
169.8
24
Construction: End closure as such are sop fabricated closures; orange peel, saddle of flat plate type.
Preheating: If specified or required by code, add for this operation. See man hours for preheating.
Stress Relieving: Stress relieving of welds in carbon steel material is required by the A. S. A. Code of Pressure Piping where the wall thinkness is 3/4" or greater.
All of the above butt welds are 3/4" or greater and must be stressed relieved, if the end closure involves a circumferential weld
See respective man hour table for stress relieving.
SHOP FABRICATION
PREHEATING HEAVY WALL PIPE BUTT WELDS - LABOR ONLY
CARBON STEEL MATERIAL
MAN HOURS PER WELD
WALL THICKNESS IN INCHES
NOMINAL PIPE SIZE
NOMINAL PIPE SIZE
0.750
1.00
1.25
1.50
1.75
2.00
2.25
2.50
3
0.9
1.0
-
-
-
-
-
-
3
4
1.2
1.3
1.5
1.7
-
-
-
-
4
5
-
1.6
1.8
2.0
2.1
2.4
-
-
5
6
-
1.8
2.1
2.3
2.5
2.7
2.9
-
6
8
-
2.5
2.9
3.1
3.3
3.7
3.8
4.1
8
10
-
-
3.5
3.7
4.0
4.6
4.9
5.3
10
12
-
-
-
5.2
5.6
5.9
6.3
6.8
12
14
-
-
-
6.2
6.7
7.1
7.7
8.1
14
16
-
-
-
-
8.0
8.5
8.9
9.8
16
18
-
-
-
-
-
10.4
11.0
11.6
18
20
-
-
-
-
-
11.9
12.8
13.5
20
22
-
-
-
-
-
-
-
14.6
22
24
-
-
-
-
-
-
-
15.8
24
2.75
3.00
3.25
3.50
3.75
4.00
4.25
4.50
10
6.0
6.4
-
-
-
-
-
-
10
12
7.3
7.7
8.3
8.8
-
-
-
-
12
14
8.7
9.2
9.8
10.4
11.0
11.9
-
-
14
16
10.4
11.0
11.6
12.4
13.2
14.1
-
-
16
18
12.5
13.4
14.2
15.0
15.9
16.8
-
-
18
20
14.4
15.4
16.4
17.4
18.5
19.4
20.3
21.3
20
22
15.6
16.8
17.7
18.9
20.2
21.4
22.5
23.7
22
24
16.8
18.0
19.3
20.5
21.9
23.5
24.1
25.6
24
4.75
5.00
5.25
5.50
5.75
6.00
20
22.4
23.5
24.8
26.0
27.2
28.6
20
22
24.8
26.0
27.2
28.6
29.7
30.9
22
24
27.2
28.6
29.7
30.9
32.2
33.5
24
Pipe Thickness: The wall thickness of the material determines the man hours that will apply. For preheating of double extra strong material, use schedule 160 man hours.
Mitre Welds: For preheating of mitre welds, add 50% to the above man hours.
Man Hours: Man hours for preheating are additional to charges for welding operations.
Preheating: For preheating to temperatures above 400°F but not exceeding 600°F add 100% to the above man hours
Underground Piping
1.
2.
3.
4.
5.
6.
Machine Excavation
Hand Excavation
Rock Excavation - Shoring Trenches
Disposal Of Excavated Material
Backfill and Tamping
Underground 150 LB B&S Cast Iron Pipe
ROCK EXCAVATION
NET MAN HOURS FOR DRILLING, BLASTING and LOADING
per CUBIC YARD OF ROCK IN PLACE IN GROUND
LABOR HOURS per CUBIC YARD
OPERATION
SOFT
MEDIUM
HARD
Hand Drill, Plug and Feathers
15.0
21.0
30.0
Hand Dril, Blasting
13.0
16.0
22.0
Machine Drill, Plug and Feathers
8.0
11.0
14.0
Machine Drill, Blasting
4.0
6.0
7.0
Man hourd are for above described operations only.
For Hauling see respective man hour page.
Equipment and materials must be added in all cases
SHORING AND BRACING TRENCHES
NET MAN HOURS per 100 SQUARE FEET
OPERATION
LABORERS
CARPENTERS
TRUCK DRIVERS
Placing
3.0
3.0
0.4
Removing
2.5
-
0.4
Man hours include hauling, erecting and stripping.
BACKFILLING AND TAMPING
NET MAN HOURS PER CUBIC YARD
SOIL
HAND SHOVEL PLACED
BUKKDOZER PLACED
TAMPED 6" LAYERS
Light
0.60
0.04
-
Medium
0.80
0.07
1.00
Heavy
1.00
0.10
1.20
Man hours for hand shoveling and tamping is that of common labor. Man hours for bulldozer placing is that of operating engineer.
All man hours are based on backfill materials being located within shoveling distance of excavated area.
Free CD
1. Construction
2. Safety
3. AS – Built
4. Pipe & Fitting
5. Right of Way Work
6. Welding Pipeline
7. BENDS - QUOTE FORM
8. All Chaps NACE
9. LP-10 Bolt Torqueing Flange Make-Up
10. Sloping and Benching
JOB NAME:
Date:
AFE:
Bend Quote No:
ADDRESS:
Cust Inquiry No:
Name
Phone No:
Cell
Qty
ITEM #
1
2
3
4
5
6
7
8
9
10
11
12
STATION PLUS
0+00
17+37
18+29
71+35
94+53
118+28
119+07
120+97
121+57
161+90
170+98
173+53
Size and Wall
Thick.
CLR
Arc / Angle
Material Type
Smls / ERW
Tang. "A"
45
API 5L X52
ERW
24"
BE
24"
API 5L X52
ERW
24"
BE
24"
API 5L X52
ERW
24"
BE
API 5L X52
ERW
24"
API 5L X52
ERW
API 5L X52
ERW
API 5L X52
2
10.75" x 500w
5D
1
10.75" x 500w
5D
1
10.75" x 500w
5D
1
10.75" x 500w
5D
1
10.75" x 500w
5D
1
10.75" x 500w
5D
1
10.75" x 500w
5D
1
10.75" x 500w
5D
1
10.75" x 500w
5D
1
10.75" x 500w
5D
1
10.75" x 500w
5D
2
10.75" x 500w
5D
88
88
90
23
90
90
90
90
89
90
45
End Prep Tang. "B" End Prep
Min Wall
COATING- ARO
/BARE
BE
0.365
1 ARO/1 Bare
BE
0.365
ARO
24"
BE
0.365
ARO
BE
24"
BE
0.365
ARO
24"
BE
24"
BE
0.365
ARO
24"
BE
24"
BE
0.365
ARO
ERW
24"
BE
24"
BE
0.365
ARO
API 5L X52
ERW
24"
BE
24"
BE
0.365
ARO
API 5L X52
ERW
24"
BE
24"
BE
0.365
ARO
API 5L X52
ERW
24"
BE
24"
BE
0.365
ARO
API 5L X52
ERW
24"
BE
24"
BE
0.365
ARO
API 5L X52
ERW
24"
BE
24"
BE
0.365
1 ARO/1 Bare
Total Price
Freight to Coater - 1 Load
Totals
14
$0.00
REPORT:# 37
FAE: 39016
LOCATION:
INSPECTOR:
DATE:
0
St
a0
00
+0
0 .0
0
St
a0
00
+0
0 .0
0
St
a0
00
+0
0 .0
0
St
a0
00
+0
0 .0
0
St
a0
00
+0
0 .0
0
St
a0
00
+0
0 .0
0
0
St
a0
00
+0
0 .0
Station #
St
a0
00
+0
0 .0
St
a0
00
+0
0 .0
0
X-Ray Weld #
Joint # :
Heat # :
Length :
welder
Coating :
Misc. Info :
W.T. & Grade:
Construction
0
St
a0
00
+0
0 .0
0
St
a0
00
+0
0 .0
0
St
a0
00
+0
0 .0
0
St
a0
00
+0
0 .0
0
St
a0
00
+0
0 .0
0
St
a0
00
+0
0 .0
0
0
St
a0
00
+0
0 .0
Station #
St
a0
00
+0
0 .0
St
a0
00
+0
0 .0
0
X-Ray Weld #
Sta 000+00.00
Joint # :
Heat # :
Length :
welder
Coating :
Misc. Info :
W.T. & Grade:
Note:
S = Sag
O = Overbend
Length
Weld ID #
Drops
Pipe Info.
B = Sidebend
Cut Outs/ Damaged Pipe
Station #
Reason
Transitions
Wall Change
Station #