WA9601B-CS 990903 ~1~-361-0~0~
Og/OT/lggg l~:~l ~1~-~1"~70~ SHINE~COBS~,~LE P~GE 01/0~
SHIMEK, JACOBS & FINKLEA, L.L.P.
CONSULTING ENGINEERS
8333 Do,.glas Avenue, ~1820 Dallas, 'Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900
RO85 L. JACO B$, P.E-
RONALD v. CONWAY, P F,.
JOHN W. B1RI<.HOFF, P.E-
~o~ ~. CA~T,~a. P.~. September 3, 1999
GARY C. HEND~CKS, P ~
I. C F1NKL~A. t, E
Mr. Kenneth M. Griffin, P.E.
City of Coppell
Post Offme Box 478
Coppell, Texas 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. 5 in the amount of $146,550.80 for work performed by
Fox Contractors, Inc., on the Sandy Lake Road Waterline thxough August 31, 1999. This project is
approximately 99% 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.
Sincerely,
Gary C. Henriticks. P.E.
Enclosures
cc: Mr. Larry Davis
199/87/1999 13:41 214-3G1-,_8284 SHIMEK, J~COBS&FINKLE PAGE 82/83
MONTHLY PAY REQUEST 4T' s'age ~?J z
Owner: City of Coppell, Tcxas Pay Request No. 5
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: l-Aug-99 To: 31-Aug-99 Revised Contract Amount: $ 953,243.50
Project Start Date: 1 l-Feb-99
Coqtractor: Fox Contractors, Inc. Completion Date: 8-Sep-99 Cal- Days
P. O. Box 95 I
Midlothian, Texas 76065 Alotted: 210 Used: 202
~ L Quantity
Comple:e Touxl
Item This Work Cones'act Extended
No .. . Des. cription . , Request Completed Price Amount
1 24" Water Line including Embedment 1,806 $59.50 $ 507,713.50
1A 24" Water Line including Embedmeat co .: $250.00 $ 12,000.00
2 24" Water Line by other than Open Cut 82 $265.00 $ 107,855.00
3 24" Waterline w/36" 3/I 6" Thick Steel Encase. Pipe 189 5300.00 $ 56,700.00
4 24" Water Line with Concrete Encasement 199 $90.00 $ 17.910.00
5 24" W,L. w/Class "B" Embed & Flowable Backfill 407 $I 12.00 $ 45,584.00
6 16" R. CCP or PVC Waterline with Embedmeat 40 $37 50 $ 1,500.00
7 2" PVC Waterline with Embedmeat 220 $27-00 $ 5,940.00
8 ;l 2" PVC or DIP waterline other than Open Cut $7000 $
9 8" PVC Water Line with Embedmeat 150 $18.50 $ 2,775.00
10 6" D. LP. Water Line with Embedmcnt 74 $22.00 $ 1,628.00
11 24" Butterfly Valve 7 $5,500.00 $ 38,500.00
12 12" Gate Valve 1 5 $1,000.00 $ 5,000.00
13 8" Oatc Valve I 8 $600.00 $ 4,800,00
14 6" Gate Valve 4 $480,00 $ 1,920.00
t5 8" x 8" Tapping Sleeve and Valve 5 $1,900.00 $ 9,500.00
16 12" x 12" Tapping Sleeve and Valve I 1 $2,700.00 $ 2.70000
f 7 el 6" x 16" Tapping Sleeve and Valve 1 $6,00000 $ 6,000,00
18 3" Air &Vacuum Release Valve 1 4 $3,500,00 $ 14,000.00
19 6" Blow-OffVaNe I 3 $2,000.00 $ 6,000-00
20 24" Dished-Head Plug $1,50000 $
21 Connect to Existing 24" Water Line I 3 $4,000.00 $ 12,000.00
22 ;onnect to Existing 10" Water Line $1,700,00 $
23 ;onncct to Existing 8" water Line 2 $1,000.00 $ 2,000.00
J~Colspcl]~gei I ~0h>ay-sx-ll~t',~,y-rcq I
89/87/1999 13:41 214-361-8284 SHII'4EK, JACOBS&FINKLE PAGE 83/83
MONTHLY PAY REQUEST "~
'" Quaytit,/
Quantity Complete Total
ItCfiq in Revised This Work Contrac~ ex~nd~d
No. Description Unit Proposal Quantity Request Completed Price Amount
2~ JCut &P[ug Existre8 10" Water Line Ea. I $~00.00 $
25 Cut &Plug Existing 8" Water Lme Ea. 4 $700.00 $
26 Duct{$c Iron Fittags Lbs. 2,830 236 3,066 $2 75 $ 8,431.50
27 Concrete Pavement S Y- 90 102 $45,00 $ 4,59000
28 Asphalt Pavement S.Y, 315 20 315 $3200 $ 10.080.00
29 Gravel Drive S.Y. 15 15 5~0-00 $ 150,00
30 Concrete Curb and Gutter L.F. 12 1Z $30.00 $ 360.00
31 Concrete Sidewalk S,Y. 56 76 $28-00 $ 2, I 28.00
32 Pipc Raft Fence L.F. ~0 95 95 $17.00 $ 1,615,00
33 Extra Concrete for Enc~scment C.Y. 30 $100.00 $ -
34 Extra Crushed Stone for Embcdm~nt C.Y. 30 $23 00
35 Erosion Contro} Devices L,S. I 25% 100% 55,000-00 $ 5,000.00
36 Traffic Control Devices L.S. 1 100% $7,000.00 $ 7,000.00
37 Trench Safety Systcms L F. 9,406 1,750 9,~06 $2.00 $ 18,812.00
38 Bcrmudu or Si- Augustine Grass Solid Block Sod S.Y. 3,778 298 3,6~8 $5.00 $ 18,240-00
39 Replace Sp,ink{er Heads Ba, 15 15 $100.00 $ 1,500.00
40 ]" or 2" Irrigation System Lines L.F. 200 200 $10.00 $ 2,00000
~ ] Re-Bore 36" Encasement P~pe at Denion Tap Rd. co ~l L.S. 0 1 100% $17.500,00 $ 17,500.00
~2 Remove 24" Rug &connect to 24" Waterline co ~1 L S. 0 t 100% $5,000.00 $ 5,000.00
~3 Remove 6' Siorm Sewer Curb Inlet &Replace co ~z L.S. 0 1 100% 56,500.00 $ 6,500,00
Pru
SBIMEK, JACOBS ~ PINKLEA, L.L.P.
Consulting Enginuers, Dallas, T~xas Total Amount $ 970,932.00
By: Less Amount Retained 5% $ 48,546.60
Ga~ C. Rendticks, P.E.
Dale: 9/3/99 Total Amount Payable $ 922,385.~0
Approvcd for Owner Less Previous Payments $ 775.834.60
By:
Amount Du~ This Request
Date: ~ 146 S50 80
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