WA9801-CS 981029 (3)SHIMEK, JACOBS & FINKLEA, L.L.P.
CONSULTING ENGINEERS
Project No. 98167
Client: Date: 10/29/98
Project:
I Rein No.
1
CITY OF COPPELL, TEXAS
State Highway 121 Water Line
From Sandy Lake Road to 675' South of Corporate Drive
ENGINEER'S OPINION OF CONSTRUCTION COST
Description
For Furnishing and Installing 12-Inch PVC Waterline with
Embedmerit
For Furnishing and Installing 12-Inch PVC Waterline by other than
2 Open Cut
For Furnishing and Installing 12-Inch PVC Waterline in 18dnch
3 Diameter, 3/16-inch Thick Encasement Pipe by Boring
For Furnishing and Installing 12-inch PVC Waterline with Class "G"
4 Concrete Encasement
5 For Funfishing and Installing 6-Inch PVC Watedine with Embedment
6 For Furnishing and Installing 12-Inch Gate VaNe
7 For Furnishing and Installing 6-Inch Gate Valve
8 For Furnishing and Installing Standard Fire Hydrant
9 For Furnishing and Installing 2-1nch Air and Vacuum Release Valve
10 For Furnishing and Installing 6-Inch Blow-Off Valve
11 For Connecting to Existing 12-Inch Waterline
12 For Furnishing and Installing Ductile Iron FiRings
13 For Removing and Replacing Existing Concrete Pavement
14 For Removing and Replacing Existing Asphalt Pavement
15 For Removing and Replacing Existing Gravel Drive
16 For Extra Concrete for Encasemerit
17 For Extra Crashed Stone for Embedment
For Furnishing, Installing, Maintaining and Removal of Erosion
18 Control Devices
19 For Furnishing, Installing and Ma'mtaining Traffic Control Devices
20 For Designing and Installing Trench Safety Systems
Subtotal:
Contingencies and Miscellaneous Items
Total:
Quantity ] Unit I
4,137 L.F. $
40 L.F. $
Price
Date: 10/29/98
By: G.C.H.
I Amount I
38.00 $ 157,206.00
125.00 $ 5,000.00
33 L.F. $ 170.00 $ 5,610.00
190 L.F. $ 65.00 $ 12,350.00
60 L.F. $ 30.00 $ 1,800.00
8 Ea. $ 1,200.00 $ 9,600.00
8 Ea. $ 650.00 $ 5,200.00
8 Ea. $ 1,650.00 $ 13,200.00
2 Ea. $ 2,500.00 $ 5,000.00
2 Ea. $ 2,100.00 $ 4,200.00
2 Ea. $ 1,500.00 $ 3,000.00
2,830 Lbs. $ 1.50 $ 4,245.00
26 S.Y. $ 45.00 $ 1,170.00
25 S.Y. $ 35.00 $ 875.00
15 S.Y. $ 30.00 $ 450.00
30 C.Y. $ 85.00 $ 2,550.00
30 C.Y. $ 60.00 $ 1,800.00
1 L.S. $
I L.S. $
7,327 L.F. $
15%
5,000.00 $ 5,000.00
5,000.00 $ 5,000.00
1.50 $ 10,990.50
$ 254,246.50
$ 38,136.98
$ 292,383.48
USE: $ 300,000.00
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