WA9302A-CS 980213 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. C~aniR, P.E. February 13, 1998
GARY C. HENDRICKS, P.E.
I. C. FINKLEA, P.E.
Mr. Kenne M. Griffin, P.E.
City of ppell
Post lice Box 478
C , 75019
Re: Village Parkway Ground Storage Reservoir No. 2
Project No. WA-9302; Bid No. QO395-01
Dear Mr. Griffin:
We are enclosing three (3) copies of Pay Request No. 15 and Final in the amount of $16,299.49 for work
performed by Natgun Corporation on the Village Parkway Ground Storage Reservoir No. 2 project, from
February 1, 1997 through September 11, 1997.
This project was completed in September of 1997; however, the contractor was not able to execute the
Affidavit of Final Payment & Release due to an nnresolved claim by Gee Consultants, Inc. The City has been
holding $16,299.49 in retainage on the project until the claim was resolved.
We are enclosing one copy each of the Final Waiver & Release of Lien Rights executed by Gee Consultants,
Inc., and the Affidavit of Final Payment executed by Natgun Corporation. Based on our review of these
documents and our telephone conversations with Mr. Richard Gee and Natgun Corporation, it appears all
outstanding claims have been resolved.
If you concur with this Final Pay Request, please have it executed for the City of Coppell and forward one
copy along with the payment due to Natgun Corporation.
P.E.
·
MONTHLY PAY REQUEST ~ Page: I of 2
Owner: City of Coppell, Texas Pay Request No: 15 and Final
Project: Village Parkway Ground Storage Reservoir No. 2 Contract Date: May 23, 1995
Project No. WA-9302: Bid No. QO395-01
Original Contract Amount: $2,809,305.00
From: February 1, 1997 To: September 11, 1997 Revised Contract Amount: $2,812,148.40
Contractor: Natgun Corporation Construction Time: 300 Calendar Days
11 Teal Road
Wakefield, Massachusetts 01880 Allotted: 300 Used: 781
Item Quantity in Revised Total Work Contract Extended ~i
No. Description Unit Proposal Quantity Completed Price Amount
1 6-MG, Precast, Wire-Wound Prestressed Cone. L.S. I 1 100% $2,525,838.00 $2,525,838.00
2 36" Reinforced Concrete Cylinder Pipe L.F. 590 590 $236.00 $139,240.00
3 36" Direct Burial Butterfly Valves Ea. 3 3 $12,880.00i $38,640.00
4 Connect to Existing 36" Water Lines Ea. 3 3 $5,175.00 $15,525.00
5 Coat Exterior of 6-MG Ground Storage Res. L.S. 1 100% $60,815.00 $60,815.00
6 Modification to Exterior Ladder on Reservoir #1 L.S. 1 I 100% $2,520.00 $2,520.00
7 Trench Safety Devices for 36" WL Const L.F. 590! 590 $4.60 $2,714.00
8 Site Irrigation, Complete and Operational L.S. 1 ! 100% $10,665.00 $10,665.00
9 mFurnishing and Planting 3" Live Oak Tree Ea. 17; 17 $219.00 $3,723.00
I0 'Furnish &Plant One Gallon Coral Honeysuckle Ea. 50] 50 $14.40 $720.00
11 Bermuda Grass Hydromulched S.F. 45,000 45,000 $0.05 $2,250.00
12 Furnishing and Placing Bermuda Grass Solid Sod S.Y. 2 210 [
, ! 2,210 $2.70 $5,967.00
13 !Removal and disposal of existing trees Ea. 4 4 $57.00 $228.00
14 Relocating Cedar Elm Trees Ea. 4 4 $115.00 $460.00
Re-route Conduit & Extend Circuit 150'
15 including Overhead and Profit CO #1 L.S. 0 1 I $2,843.40 $2,843.40
Prepared and Submitted by:
SHIMEK, JACOBS & A /
· ~Z Less Amount Retained 0% $0.00
' Gary C drieks, P.E.
D ate: 02/13/98 Tot al Amount Payable $2,812, 148.40
Approved for Owner
By: Less Previous Payments $2,795,848.91
Date: Amount Due This Request $16,299.49
J:\Coppel ILo4 15 5xPay-Rclst~Pay-Rq I S .wk4
MONTHLY PAY REQUEST ~ Page: 2 of 2
Owner: City of CoppelL Texas Pay Request No: 15 and Final
. Description Unit Proposal !Quantity. Price I Amount
BREAKDOWN FOR ITEM NO. 1 (6-MG, Precast, Wire-Wound Prestressed Cone.)
la. Erosion & Sedimentation Control L.S. 1 100%~ $5,175.00 $5,175.00
lb. TempOrary Access Road L.S. 1 100%i $19,200.00 $19,200.00
1 c. Site Work (Earthwork) L.S. 1 100% ! $56,600.00 $56,600.00
I d. Drilled Piers L.S. 1 100% ] $400,000.00 $400,000.00
le. Electric & Telemetering L.S. 1 100%! $47,300.00 $47,300.00
If. Sidewalk, Splash Pad &Flume L.S. 1 100% $16,100.00 $16,100.00
lg. Piping (Overflow Line &Drain Line) L.S. 1 100% $29,800.00 $29,800.00
lh. Gravel Underlain L.S. 1 100% $1,400.00 $1,400.00
1 i. Perimeter Underdrain L.S. 1 100% $9,200.00 $9,200.00
lj. Engr. Design Dwgs, Calculations & Job Set Up L.S. 1 100% $125,000.00 $125,000.00
lk. Footings &Floor Complete with Piping L.S. 1 100% $3 13,000.00 $3 13,000.00
I I. Cast Wall Panels L.S. 1 100% $262,000.00 $262,000.00
lm. Cast Dome Panels L.S. 1 100% $225,000.00 $225,000.00
1 n. Erect Dome Shoring &Forms L.S. 1 100% $150,000.00. $150,000.00
1 o. Erect Wall Panels L.S. 1 100% $227,000.00' $227,000.00
lp. Erect Dome Panels L.S. 1 100%~ $148,000.00' $148,000.00
lq. Form and Pour Wall Slots L.S. 1 100% $60,000.00i $60,000.00
lr. Form, Reinf. & Pour Dome Ring & Dome Slots L.S. I 100% $50,000.00 $50,000.00
1 s. Core Wall Shotcrete L.S. 1 100% $60,000.00 $60,000.00
lt. Wirewinding L.S. I 100% $110,000.00~: $110,000.00
I u. Covercoat L.S. 1 100% $70,000.00 ;: $70,000.00.
lv. Strip &Remove Shoring &Forms L.S. 1 100% $60,000.00! $60,000.00
lw. Hatch, Vent &Overflow L.S. 1 100% $15,875.00 $15,875.00
lx. Wall Manhole L.S. 1 100% $7,000.00 $7,000.00
ly. Ladders & Handrails L.S. 1 100% $20,188.00 $20,188.00
lz. Pilasters L.S. 1 100% $38,000.00 $38,000.00
, , o00~
TOTAL: (Item No. 1) $2 525 838
J:\Coppellx941S$~Pay-Rqst~Pay-Rq 15 .wk4