HomeMy WebLinkAboutOrdinance - 2930-1959 - Amending Chapter 34 Section 70 - 10/08/1959u
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.g ?I AN ORDINANCE TO AMEND THE CODE OF T1IE CITY OF L~troci -;J AMENDING l () _, CHAPTER 34 t SECTION 70 TO PROVIDE A NEW SCHEDULE OF UNIT PRICES USED IN
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C'ALCUIATING COST OP EXTENSIONS OF WATER Mt\INS AND APPURTENANCES AND .SEWER MAINS
APPURTENANCES. ~~-~ ... "-'""
WHEREAS, the City Commission believes that it would be to the public
interest to establish a new schedule of unit prices for calculating cost of
extensions of water mains and appurtenances and sewer mains and appurtenances;
NGI, THEREF~:
BE IT ~INED BY THE CITY C<H1ISSION OF THE CITY OF LUBBOCK:
SECTION 1. Chapter 34, Section 70 of the Code of the City of Lubbock
is hereby amended to read hereafter, as follows:
"Sec. 34 -70 Unit prices used in calculating cost of extensions.
The following unit prices shall be used as unit prices in calculating
the costs of extension of water or sewer mains and appurtenances under the
terms of this article:
water mains and appurtenances installed:
For 2 l/4u cast Iron Class 150 water pipe per lin. ft.
For 3" Asbestos cement class 150 water pipe per lin.
For 3'.' cast Iron Class 150 water pipe per lin. ft.
For 4" Asbestos cement class 150 water pipe per lin.
For 4~' <;:ast Iron Class 150 water pipe per lin. ft.
For 6'.' Asbestos cement Class 150 Water pipe per lin.
For 6'.' Cast Iron Class 150 water pipe per lin. ft.
For 8'.' Asbestos cement class 150 water pipe per lin.
For 8'! cast Iron Class 150 water pipe
For 1011 Asbestos cement Class 150 water
For 10~' Cast Iron class 150 water pipe
For 12'.' Asbestos Cement class 150 water
For 12'.' cast Iron Class 150 water pipe
For 2". Gate Valves and Valve Box
For 3'.' Gate Valves and Valve Box
For 4'.' Gate valves and Valve Box
For 6'.' Gate val~es and valve Box
For 8~' Gate valves and valve Box
For 10" Gate valves and valve Box
For 1211 Gate valves and valve Box
For Fire hydrant
For Fittings per pound
Tapping Sleeve & Valve for C.I.
6 X 3
6 X 4
6 X 6
8 X 3
8 X 4
8 X 6
8 X 8
10 X 3
10 X 4
per lin. ft.
pipe per lin.
per lin. ft.
pipe per lin.
per lin. ft.
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ft.
ft.
ft.
ft.
ft.
ft.
$ 1.10
1.19
1.41
1.44
1.71
2.19
2.38
2.85
3.20
3.66
4.11
4.78
5.00
35.00
45.00
57.00
73.50
96.00
165.00
19Q.OO
195.00
.21
77.56
87.09
108.18
79.88
96.57
117 .16
154.69
102 .27
118.96
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Tapping Sleeve & Valve for c.I. (contd)
10 X 6
10 X 8
12 X 3 .
12 X 4
12 X 6
12 X 8
12 X 10
Tapping Sleeve & Valve for A.c.
Wet Tie-in
6 X 3
6 X 4
6 X 6
8 X 3
8x4
8 X 6
8 X 8
10 X 3
10 X 4
10 X 6
10 X 8
12 X 3
12 X 4
12 X 6
12 X 8
12 X 10
Move Machinery
Faving Repair - 2 course asphalt
4 course asPhalt
per lin.
per lin.
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ft.
ft.
138.51
174.94
103.53
122.85
140.64
178.30
238.63
79.42
89.33
110.29
99.88
110.42
128.10
164.46
102.73
120.55
139.84
178.00
'118.53
125.7i
154.64
205.09
252.92
150.00
75.00
2.00
5.00
The unit prices above are inclusive of all items not specifically
listed herein which may be necessary to complete the project, except
engineering as set out in Section 34-78 of this Code. The installation of a
tapping valve, or tying to an existing cross or tee fifty feet from the nearest
valve shall be considered a wet tie-in. All wet tie-ins shall be made by
City Forces and shall include flushing and sterilizing all water lines.
sanitary sewer mains and appurtenances, installed:
For 6" Glazed Vitrified Clay Sanitary Sewer Pipe
o• -4'
4' -61
6' -s•
8. -10'
10' -12.
per lin. ft.
per lin. ft.
per lin. ft.
per lin. ft.
per lin. ft.
0.95
1.00
1.05
1.15
1.30
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For 8" Glazed Vitrified Clay Sanitary Sewer Pipe:
o• -4' per lin. ft. $ 1.30
4' 6' per lin. ft. 1.35
•J 6' -8' per lin. ft. 1.40
8' -10' per lin. ft. 1.50
10 1 .. 12. per lin. ft. 1.65
12' -14' per lin. ft. 1.94
For 10,. Glazed Vitrified Clay sanitary Sewer Pipe:
o• -4' per un.. ft. 1.63
4' .. 6' per lin. ft. 1.68
6' ... 8' per lin. ft. 1.73
8' -10' per lin. ft. 1.83
10' -12' per lin. ft. 1.98
12 1 -14' per lin. ft. 2.28
14' .. 161 per lin. ft • 2.68
16 1 -18' per lin. ft. 3.18
For 12u Glazed Vitrified clay Sanitary Sewer Pipe:
o• -4' per lili. ft. 1.95
4' ... 6' per lin. ft. 2.00
6' -8' per lin. ft. 2.05
8' 10' per lin. ft. 2.15
10' -12. per lin. ft. 2.30
12' 14' per lin. ft. 2.60
14' .. 16' per lin. ft. 3.00
16' .. 181 per lin. ft. 3.50
For Manhole Standard , @ 90.00
For Manhole Drop @ 105.00
For E.V.F. St;d. @ 18.00
For extra vertical ft. Drop @ 21.00
Move Machinery . 75.00
Tie to Std. M.H. @ 15.00
Tie to Drop M.H. 0 ... 6. ( 6" & 811) @ 30.00
Tie to Drop M.a. 0 -6' (10" & 1~") @ 32.00
E.v.F. Drop Tie-in over §' @ 5.00
~or 6 x .4 Wyes complete with plug @ 1.50
For 8 x 4 ~yes complete with plug @ 3.00
For 10 x 4 Wyes complete with plug @ 4.25
For 12 x 4 Wyes complete with plug ct ·5.25
For 6" Clean out @ 41.00
For 4~ v.c.T. Riser Pipe @ .60
For 6~ v.c.T. Plug @ .35
For 8~ v.c.T. Plug @ .so
For 10" v.c.T. Plug @ .75
For 12~ v.c.t. Plug @ 1.00
Paving .R~pair: 2.00 2 course asphalt per lin. ft.
4 course asphalt per lin. ft. 5.00
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The unit prices above are inclusive of all items not specifically
listed herein which may be necessary to produce a complete job except
engineering charges as mentioned in section 34-78 of this code.
Prices herein established are subject to change according to action
of the City Commission.
AND rr rs so OlWER.ED.
Passed by the commission on fir~t reading this 8th day of October, 1959.
Passed by the Commission on second reading this 22nd day of October, 1959.