CF-Village-CS 890310 GINN, INC. CONSULTING ENGINEERS
March 10, 1~9/'
Mr. Fran~cTrando,-- Finance Director
City of/~oppell
P.O. ~x 478
Cop~l, Texas 75019
Re: Village Parkway Rese~oir
4 MG Dome Roof Tank, Alternate No. 2
Application for Payment No. 5
Dear Mr. Trando:
Enclosed are three (3) copies of Application for Payment No. 5 in
the amount of $121,633.25 from Preload Construction Company, Inc.
representing work performed on the above referenced project
through February 28, 1989.
We have reviewed this application and recommend that payment in
full be made at this time.
Sincerely,
]LH. wayne Ginn, P.E.
SWC/HWG/swc
enclosures: (3) Applications for Payment
cc: Mike Bush, Preload Construction company, Xnc. w/enclosure
Russell Doyle, P.E. w/ enclosure~
Steve Goram
Dorothy Timmons
sanfora case, P.E. w/enclosure
J.R. Richardson w/enclosure
File 381 w/enclosure
17103 Preston Road ® Suite 100 · LB 118 · Dallas, Texas 75248 · Phone 214/248-4900
Application for Payment
! 7
PAYMENT REQUEST NO. 88-0.5 SHEET OF
FOR WORK COMPLETED THROUGH THE DATE OF:
PROJECT TITLE: VILLAGE PAR~AY RE, SERVOIR DATE: 3/'7/89
LOCATION: Coppell, Texas
DESCRIPTION: 4.0 HG Dome Roof Tank, Alternate No. 2
OWNER/ENGINEER INFORMATION: CONTRACTOR INFORMATION:
CONTRACTOR: Preload Construction Company, Inc
OWNER: City of Coppell, Texas ADDRESS: 859 Stewart Avenue
'ADDRESS: 255 Parkway Blvd. CITY/STATE: Garden City, New York 11550
CITY/STATE: Coppell, Texas 75019 CONTACT PERSON: Hike Bush
CONTACT PERSON: PHONE NO.: (800) 645-3195
PHONE NO.: Insurance Co. of North Americ~
INSURANCE CO.: Liberty Hutual Ins. Co.
City Underwrittin~ Agency, Inc.
ENGINEER: GINN, INC., ADDRESS: 275' Jericho Turnpike
CONSULTING ENGINEERS
ADDRESS: 17103 PRESTON ROAD, CITY/STATE: Floral Park, NY 11001
SUITE ~,100 LB-118
City Underwriting Agency
CITY/STATE: DALLAS, TEXAS 75248 BONDING AGENT:
Sa~ford t~. Case, P.E. 275 Jericho Turnpike
CONTACT PERSON: i ADDRESS:
PHONE NO.: (2 14) 248-4900 CITY/STATE: Floral Park, NY 11001
CONTRACT NO.: CONTRACT DATE: AuRust 10, 19~ROJECT NO.: 581
TOTAL ORIGINAL CONTRACT AMOUNT: $ 2,088,750.00
TOTAL CHANGE ORDERS: -0- AMOUNT: $ 0.00
TOTAL CONTRACT AMOUNT TO DATE: $ 2,088,750.00
NOTICE TO PROCEED DATE: Au{~ust 29, 1988COMPLETION TIME: 345 CALENDAR DAYS
CONTRACT COMPLETION DATE: August 9, 1989
PERCENT TIME ELAPSED: 58.08 % PERCENT WORK COMPLETED: 63.59 %
PROJECT: VILI..A(;F. PARKIVAY RESERVOIR .SHEET 2 OF 7
P AYM ENT NO. 8 8 - 0 5
PAY QUANTITY AMOUNT
ITEM DESCRIPTION PLAN UNIT TO UNIT TO
NO. QUANTITY DATE PRICE DATE
I
See Attached
VILLAGE PARK~Vt~, RESER¥OIR 3 7
PROJECT: SHEET OF
PAYMENT NO. 88-05
PAY QUANTITY AMOUNT
ITEM DESCRIPTION PLAN UNIT TO UNIT TO
NO. QUANTITY DATE PR ICE DATE
FIELD EXTRAS
See Attached
MATERIALS ON HAND
See Attached
GROSS AMOUNT DUE
PRELOAD CONSTRUCTION COMPANY, INC.
PRESTRESSED CONCRETE STORAGE AND PRESSURE FACILITIES
839 Stewart Avenue
Garden City, New York 11530 - 516 222-0550
City of Coppel! February 28, 1989 88-01
P.O. Box 478 One 4.0 MG Water Reservoir Page 4 of '
255 Parkway Blvd. Coppell, Texas
CoppeQ, Texas 75019
88PN-025
Attn:Sanford W. Case P.E.
Ginn, Inc.
CompleLe to Date
Item Contract % Cost of Cost of
No___:_. Item Cost Comp. Compl. Uncompleted
1.00 BOND 35,000.00 100% 35,000.00 0. Or_
2.00 WORKING DRA WINGS 50,000.00 100% 50
3.00 MOBILIZATION 40,000.00 100% 40,000.00 0.0£
C SITE ($651,100)
C.01 Clear & Demolish 30,000.00 100% 30,000.00 0.0£
C.02 General Excavation 62,100.00 100% 62,100.00 0.0r.
C.03 Structural Fill 150,000.00 50% 75,000.00 75,000.0E
C.Oa. Granular Subbase 34,000.00 100% 3a,, 000.00 0.0C
C.07 Piers (219 ~ $~fl0.~;4 each) 206,000.00 100% 206,000.00 0.0C
C.10 Backfill 15,000.00 O.00 O.00 15,000.0C
C.11 Final Grade Site 30,000.00 0.00 0.00 30,000.0C
C.12 Landscaping 35,000.00 0.00 0.00 35,000.0£
C.15 Drainage 55,000.00 0.00 0.00 55,000.0C
C.18 Permanent Fence w/GaLe 34,000.00 0.00 0.00
O FLOOR & FOOTING ($374,000)
D.01 Fine Grade Base 16,700.00 100% 16,700.00 0.0£
0.04 Footing Forms 33,400.00 100%
D.08 Reinforcing 100,200.00 100o/, 100,200.00 0.0C
D.13 Embedded Pipe 35,000.00 100% 35,000.00 0.0C
D.16 Concrete 188,700.00 100% 188,700.00 0.0C
E. WALL ($255,000)
E.01 Panel Beds 25,500.00 100% 25
E.03 Fabricate Panels 114,750.00 100% 114,750.00 0.0C
E.I~ Erect Panels 63,750.00 100% 63,750.00 0.
E.17-E.22 .Joints & Curb 25,500.00 100% 25,500.00 0.
E.28 P.M. on Diaphragm 25,500.00 0.00 0.00 25,500.0E
PRELOAD CONSTRUCTION COMPANY, INC.
PRESTRESSED CONCRETE STORAGE AND PRESSURE FACILITIES
839 Stewart Avenue
Garden City, New York 11530 - 516 222-0550
City of Coppell February 28, 1989 88-0-~
P.O. Box 478 One 4.0 MG Water Reservoir Page 5 of ~
255 Parkway Blvd. Coppell, Texas
Coppell, Texas 75019
88PN-025
Attn: Sanford W. Case P.E.
Ginn, Inc.
Complete to Date
Item Contract % Cost of Cost of
No. Item Cost Comp. Compl. Uncompleted
F DOME ($250,000)
F.04 Falsework 87,500.00 100% 87,500.130 0.0C
F.07 Dome Formwork 50,000.00 100% 50,000.00 0.
F.15 Reinforcing 37,500.00 100% :]?, 500.00 0.00
F.20 Concrete 62,500.00 0.00 0.00 62,500.00
F.25 Strip Forms 12,500.00 0.00 0.00 12,500.00
H PRESTRESS ($195,000)
H.04 Prestress 62,400.00 0.00 0.00 62,400.00
H.08 Flash Wire ~0,000.00 0.00 0.00 30,000.00
H.11 Body Coat 30,000.00 0.00 0.00 30,000.00
H.15 Brick Pilasters 45,000.00 0.00 0.00 45,000.00
H.19 Final Coat 7,500.00 0.00 0.00 ?,500.00
H.28 Thoroseal 10,600.00 0.00 0.00 10,600.00
H.29 Thorocoat 9,500.00 0.00 0.00 9,500.00
3 MISCELLANEOUS ($238,650)
`].01 Internal Tank Piping 37,000.00 0.00 0.00 37,000.00
.].03 Yard Piping 175,350.00 10% l?, 535.00 157,815.00
.].05 Ladder/Hatch/Vent 21,000.00 0.00 0.00 21,000.00
.].ll Clean Tank 1,200.00 0.00 0.00 1,200.00
.1.12 Sterilize Tank 2,000.00 0.00 0.00 2,000.00
`].1~ Fill & Test Tank 2,100.00 0.00 0.00 2,100.00
TOTAL CONTRACT $2,088,750.00 63.59% $ 1,328,1~5.00 $ 760,615.00
PRELOAD CONSTRUCTION COMPANY, INC.
PRESTRESSED CONCRETE STORAGE AND PRESSURE FACILITIES
839 Stewart Avenue
Garden City, New York 11530 - 516 222-0550
City of Coppell February 28, 1989 88-0-~
P.O. Box 478 One 4.0 MG Water Reservoir Page 6 of 7
255 Parkway Blvd. Coppell, Texas
Coppell, Texas 75019
88PN-025
Attn: Sanford W. Case P.E.
Ginn, inc.
Cost Complete to Date 1,328 ,135 .00
Cost of Material Stored 0.00
Total Amount Earned 1,328,135.00
Amount Retained (5%) 66,z~06.75
Total Earned Less Retainage 1 ~ 261 ~728.25
Total Previously Approved 1,140 ~095.00
Amount Due This Estimate 121,633.25
Unpaid From Previous Estimate 0.00
· ..T~otal Amount Due 121,633.25
Signed~~~..._..--/~...- /"
'%,
Period Ending: February 28~ 1989
YH, LAGE PARgNA, RF,.SERYOZR 7 7
PROJECT: SHEET OF
PAYMENT NO. 88-05
Accompanying Documentation: GROSS AMOUNT DUE ......... $1,328,135.00
LESS 5 % RI'-TAINAGE ..... $ 66,406.75--'-
AMOUNT DUE TO DATE ....... $1,261,728.25
I. ESS PREVIOUS PAYMENTS... $1,140,095.00
AMOUNT DUE TI[IS APPLICATION $ 121,633.25
CHECKED BY: DATE:
CONTRACTOR'S CERTIFICATION:
The undersigned CONTRACTOR certifies that (I) all previous progress payments received
Ob~ER on account of Work done under the Contract referred to above have been applied to
discharge in ful! all obligations of CONTRACTOR incurred in connection vith Work coverer
by prior Applications for Payment numbered I through inclusive; and (2) title
all materials and equipment incorporated in said Work or otherwise listed in or covered
by this Application for Payment will pass to OWNER at time of payment free and clear of
all liens, claims, security interests and'-encumbrances (except such as covered by Bond
acceptable to OWNER).
~rj~e ~/~£e~-h-7, b'ec.~e~ar~'r~asurer
ENGINEER'S RECOMENDATION:
This Appllcat~on (with accompanying documentation) meets the requirements of the
Contract Documents and payment of the above AMOUNT DUE TIIIS APPLICATION is recommended.
~ ENG ~NEER
Title
OWNER'S APPROVAL:
Pay request received by
Al,proved for payment on day of , 19