WA9601B-CS 990506 ,-- --~
SHIMEK, JACOBS & FINKLEA, L.L.P.
CONSULTING ENGINEERS
8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900
ROSS L. JACOBS, P.E.
RONALD V. CONWAY, P.E.
JOHN W. BIRKHOFF, P.E.
JOE R. CARTEn, P.E. May 6, 1999
GARY C. HENDRICKS, P.E.
I. C. F[NKLEA, P.E.
Mr. Kenneth . Griffin, P.E.
City of C ell
Post me Box 478
75019
Re: Sandy Lake Road Waterline
Wagon Wheel Ranch Elevated Tank to Denton Tap Road
Dear Mr. Griffin:
We are enclosing three (3) copies of Pay Request No. 1 in the amount of $241,458.17 for work performed by
Fox Contractors, Inc., on the Sandy Lake Road Wate~ine project from February 11, 1999 through April 30,
1999. This project is approximately 27% complete.
If you concur with this Pay Request, please have it executed for the City of Coppell and forward one copy
along with the payment due to Fox Contractors, Inc.
cE:..c~Davis
Fox Contractors, Inc.
j:Xcl~n'ical\coppellX96-150\pay-rqstXhr-1 .doc
Page 1 of 2
MONTHLY PAY REQUEST
Owner: City of Coppell, Texas Pay Request No. 1
Project: Sandy Lake Road Waterline Contract Date: December 8, 1998
Wagon Wheel Ranch Elevated Tank to Denton Tap Road
Original Contract Amount: $ 912,243.50
From: 11-Feb-99 To: 30-Apr-99 Revised Contract Amount: $ 929,743.50
Project Start Date: 11-Feb-99
Contractor: Fox Contractors, Inc. Completion Date: 8-Sep-99 Cal. Days
P. O. Box 951
Midlothian, Texas 76065 Alotted: 210 Used: 79
Quantity Complete Total '
Item To ' This Work Contract Extended
No. Description Unit Pro sal Request Completed Price Amount
1 24" Water Line including Embedment 1,553 1,553 $59.50 $ 92,403.50
2 24" Water Line by other than Open Cut 145 145 $265.00 $ 38,425.00
3 24" Waterline w/36" 3/16" Thick Steel Encase. Pipe 140 140 $300.00 $ 42,000.00
4 24" Water Line with Concrete Encasement $90.00 $ -
5 24" W.L. w/Class "B" Embed. & Flowable Backfill 300 300 $112.00 $ 33,600.00
6 16" RCCP or PVC Waterline with Embedment $37.50 $ -
7 12" PVC Waterline with Embedment $27.00 $ -
8 12" PVC or DIP Waterline other than Open Cut $70.00 $ -
9 8" PVC Water Line with Embedment 30 30 $18.50 $ 555.00
10 6" D.I.P. Water Line with Embedment $22.00 $ -
11 24" Butterfly Valve $5,500.00 $
12 12" Gate Valve $1,000.00 $
13 8" Gate Valve 4 4 $600.00 $ 2,400.00
14 6" Gate Valve $480.00 $
15 8" x 8" Tapping Sleeve and Valve $1,900.00 $
16 12" x 12" Tapping Sleeve and Valve $2,700.00 $
17 16" x 16" Tapping Sleeve and Valve $6,000.00 $
18 3" Air & Vacuum Release Valve $3,500.00 $
19 6" Blow-OffValve $2,000.00 $
20 24" Dished-Head Plug $I ,500.00 $
21 Connect to Existing 24" Water Line 1 1 $4,000.00 $ 4,000.00
22 Connect to Existing i 0" Water Line $1,700.00 $
23 Connect to Existing 8" Water Line $1,000.00 $
24 Cut &Plug Existing 10" Water Line $700.00 $
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Page 2 of 2
MONTItLY PAY REQUEST
Quantity
Quantity complete Total
Item in Revised This Work Contract Extended
No. Description Unit Proposal Quantity Request Completed Price Amount
25 Cut &Plug Existing 8" Water Line Ea. 4 $700.00 $
26 Ductile Iron Fittings Lbs. 2,830 $2.75 $
27 Concrete Pavement S.Y. 90 39 39 $45.00 $ 1,755.00
28 Asphalt Pavement S.Y. 315 266 266 $32.00 $ 8,512.00
29 Gravel Drive S.Y. 15 $ I 0.00 $
30 Concrete Curb and Gutter L.F. 12 $30.00 $
31 Concrete Sidewalk S.y. 56 $28.00 $
32 Pipe Rail Fence L.F. 40 $17.00 $
33 Extra Concrete for Encasement C.Y. 30 $100.00 $ -
34 Extra Crushed Stone for Embedment C.Y. 30 $23.00 $ -
35 Erosion Control Devices L.S. 1 25% 25% $5,000.00 $ 1,250.00
36 Traffic Control Devices L.S. 1 100~, 100% $7,000.00 $ 7,000.00
37 Trench Safety Systems L.F. 9,406 1,883 1,883 $2.00 $ 3,766.00
38 Bermuda or St. Augustine Grass Solid Block Sod S.Y. 3,778 $5.00 $
39 Replace Sprinkler Heads Ea. 15 $100.00 $
40 =1" or2" Irrigation System Lines L.F. 200 100 100 $10.00 $ 1,000.00
41 !Re-Bore 36" Encasement Pipe at Denton Tap Rd. CO #1 L.S. 0 1 1 I $17,500.00 $ 17,500.00
Prepared and Submitted by:
SHIMEK, JACOBS & FIN , L
Less Amount Retained 5% $ 12,708.33
~ Gary~5/.~nh~
Date: 6/99 Total Amount Payable $ 241,458.17
Approved for Owner Less Previous Payments $
By:
Date: Amount Due This Request [[ $ 241,458.17
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