CF-Village-CS 891009 GINN, INC. CONSULTING ENGINEERS
Mr. Frank Trando, Finance Director
City of Coppell
P.O. Box 478
Coppell, Texas 75019
4 MG Dome Roof Tank, Alternate No. 2
Application for Payment No. 11
Dear Mr. Trando:
Enclosed are three (3) copies of Applicatimn for Payment No. 11
in the amount of $21,375.00 from Preload Construction Company,
Inc. representing work performed on the above referenced project
through September 30, 1989.
We have reviewed this application and recommend that payment in
full be made at this time.
Sincere ly,
/
Ito ~ayne ~inn, PoE. t
SWC/HWG/swc
enclosures:~~p~(3) ~lications for Payment
CC: ,
S+e''z Goram ' '
tford Case, P.E. w/enclosure
Randy Fleming w/enclosure
File 381 w/enclosure
17103 Preston Road ® Suite ,00 ® LB 1,8 ® Dallas, Te~5~ ~2~4~-~
iILJJI .................. -1
Application for Paymdl OCT 5190 i,,,ii'
IJL/ ......................
II..
PAYMENT RE[GUEST NO. 88-1! -'-SHEET ..............
FOH ~OHK OO~PL[TED THHOUGH THE DATE OF: Septenber ~0,
PROJECT TITLE: VILLAGE PAR~¥AY P~ERVOIR DATE: September 6, 19
LOCATION: Coppell, Texas
DESCRIPTION: 4.0 MG Do~e Roo£ Tank, Alternate No. 2
OWNER/ENGINEER INFORMATION: CONTRACTOR INFORMATION:
CONTRACTOR: Preload Construction Company, Inc
OWNER: City of Coppell, Texas 'ADDRESS: 839 Stewart Avenue
'ADDRESS: 255 Parkway Blvd. CITY/STATE: Garden City, New York 11530
CITY/STATE: Coppell, Texas 75019 CONTACT PERSON: Hike Bush
CONTACT PERSON: PHONE NO.: ~800) 645-3195
PHONE NO.: Insurance Co. of North America
INSURANCE ~O.: Liberty. Hutual. Ins. Co.
City Under~rltt~nR ARency, Inc.
ENGINEER: GINN, INC., ADDRESS: 275 Jericho Turnpike.
CONSULTING ENGINEERS
ADDRESS: 17103 PRESTON ROAD, CITY/STATE: Floral Park, NY 11001
SUrE ~100 LB-118
City Underwriting ARency
CITY/STATE: DALLAS, TEXAS 75248 BONDING AGENT:
CONTACT PERSON: Safi£ord ~/. Case, P.E. ADDRESS: 275 Jericho Turnpike
PHONE NO.: (214) 248-4900 CITY/STATE: Floral Park, NY 11001
CONTRACT NO.: CONTRACT DATE: August 10, 19P~ROjECT NO.: 381
TOTAL ORIGINAL CONTRACT AMOUNT: $ 2,088,750.00
TOTAL CHANGE ORDERS: 0.00 AMOUNT: $ 0.00
TOTAL CONTRACT AMOUNT TO DATE: $ 2,088,750.00
HOTICE TO PROCEED DATE: August 29, 198P~OMPLETION TIME: 345 CALENDAR DAYS
CONTRACT COMPLETION DATE: AuguSt 9, 1989
PERCENT TIME ELAPSED: 100 % PERCENT WORK COMPLETED: 96.50
VILLAGE PARI~Y RF, SE~OIR ~NEEY 2 OF 7
PROJECT:. PAYMENT NO. 88- ~
· QUANTITY AMOUNT
PAY
ITEM OESCRIPTION I~LAN UNIT TO UNiT TO
NO. QUANTITY DATE PRICE . DATE
I
See Attached
VILLAGE PARIGVAY P,,5,.RERVOIR
I~OJECT: SHEET $ OF 7
PAYMENT NO. 88-11
PAY QUANTITY AMOUNT
ITEM DESCRIPTION' PLAN UNIT TO UNIT TO
NO. QUANTITY DATE PRICE DATE
FIELD EXTRAS
See Attache~
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 Coppell October 4, 1989 88-11
P.O. Box 478 One 4.0 MG Water Reservoir Page 4 of 7
255 Parkway Blvd. Coppell, Texas
Coppell, Texas 75019
88PN-025
Attm Sanford W. Case P.E.
Ginn, Inc.
Complete to Date
Item Contract % Cost of Cost of
No. Item Cost Comp. Compl. Uncompleted
1.00 BOND 35,000.00 100% 35,000.00 0.00
2.00 WORKING DRAWINGS 50,000.00 100% 50,000.00 0.00
3.00 MOBILIZATION 40,000.00 100% 40,000.00 0.00
C SITE ($651,100)
C.01 Clear & Demolish 30,000.00 100% 30,000.00 0.00
C.02 General Excavation 62,100.00 100% 62,100.00 O. 00
C.03 Structural Fill 150,000. O0 100% 150,000.00 0.00
C.04 Granular Subbase 34,000.. 00 100% 34,000.00 0.00
C.0? Piers (219 (~ $940.64 each) 206,000.00 100% 206,000.00 n , 0 00
C.10 Backfill ~t~3' o~° .~/ 15,000.00 100% 15,000.00 /~~n_ ~ u ] 00
0.00 Final Grade S ire ~ ~. 30,000.00 100% 30,000. O0 //~.00
C.12 Landscaping ~ 'i~./J~A~'~ 35,000.00 0.00 0.00 35;000.00
C.15 Drainage ~1° ~- 55,000.00 '100% 55,000.00 0.00
C.18 Permanent Fence~w/Gate
D FLOOR & FOOTING ($37/4,000)
D.01 Fine Grade Base . ... 16,700.00 100% 16,700.00 0.00
D.O/4 Footing Forms 33,/400.00 100% 33,/400.00 0.00
D.08 Reinforcing 100,200.00 100% 100,200.00 0.00
D.I~ Embedded Pipe 35,000.00 100% 35,000.00 0.00
D.16 Concrete 188,?00.00 100% 188,?00.00 0.00
E. WALL
E.01 Panel Beds 25,500.00 100% 25,500.00 0.00
E.03 Fabricate Panels 114, ?50.00 100% 11/4, ?50.00 0.00
E.1/4 Erect Panels 63,750.00 100% . 63,750.00 . 0.00
E.l?-E.22 .3oints & Curb 25,500.00 100% 25,500.00 0.00
E.28 P.M. on Diaphragm 25,500.00 100% 25,500.00 0. O0
PRELOAD CONSTRUCTION COMPANY, INC.
PRESTRESSED CONCRETE STORAGE AND PRESSURE FACILITIES
839 Stewart Avenue
Garden City, New York 11530 - 516 222-0550
City of CoppeQ October/4, 1989 88-11
P.O. Box/4?8 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.
Glnn, Inc.
Complete to Date
Item Contract % Cost of Cost of
No_...~. Item Cost Comp. Corelli. Uncompleted
F DOME ($250,000)
F.04 F alsework 87,500.00 100% 87,500.00 0.00
F.07 Dome Formwork 50,000. O0 100% 50,000.00 0.00
F.15 Reinforcing 37,500.00 100% 37,500.00 0.00
F.20 Concrete 62,500.00 100% 62,500.00 0.00
F.25 Strip Forms 12,500.00 100% 1Z, 500. O0 0.00
H PRESTRESS ($195,000)
H.0/4 Prestress 62,/400.00 100% 62,/400.00 0.00
H.08 Flash Wire 30,000.00 '100% 30,000.00 0.00
H.11 Body Coat 30,000.00 100% 30,000.00 0.00
H.15 Brick Pilasters /45,000. O0 100% 45,000.00 0.00
H.19 Final Coat ?, 500.00 100% ?, 500.00 0.00
H.28 Thoroseal 10,600.00 100% 10,600.00 0.00
H.29 Thorocoat 9,500.00 100% 9,500.00 0.00
3 MISCELLANEOUS ($238,650)
3.01 Internal Tank Piping 37,000.00 100% 37,000.00 0.00
3.03 Yard Piping 175~350.00 100% - 175,350.00 0.00
3.05 Ladder/Hatch/Vent 21,000.00 100% 21,000.00 0.00
3.11 Clean Tank 1,200.00 100% 1,200.00 0.00
.3.12 Sterilize Tank 2,000.00 0.00 0.00 2,000.00
3.13 Fill & Test Tank 2,100.00 0.00 0.00 2,100.00
TOTAL CONTRACT $2,088,750.00 96.50% $ 2,015,650.00 $ 73,100.00
PRELOAD CONSTRUCTION COMPANY, INC.
PRESTRESSED CONCRETE STORAGE AND PRESSURE FACILITIES
839 Stewart Avenue
Garden City, New York 11530 - 516 222-0550
City of Coppell October 4, 198V 88-11
P.O. Box 478 One 4.0 MG Water Reservoir Page 6 of 7
255 Parkway Blvd. Coppell, Texas
Coppelt, Texas 75019
88PN-025
Attn: Sanford W. Case P.E.
Ginn, Inc.
Cost Complete to Date 2,015,/;50.00
Cost of Material Stored 0.00
Total Amount Earned 2,015,/;50.00
Amount Retained (5%) 100, ?82.50
Total Earned Less Retainage 1,914,8/;7.50
Total Previously Approved . 1,893,492.50
Amount Due This Estimate 21,375.00
Unpaid From Previous Estimate 0.00
Total Amount Due 21,375.00
Signed:
Tl~omas P. Ferr~ction Coordinator
Period Ending: October 4, 1989
VILIAG£ PAR[0qAY RESERVOIR 7 7
PROJECT: ' SHEET QF
PAYMENT NO. 88-11
Accompanying Documentation: GROSS AHOUNT DUE .........
LESS 5 X RET&INACE ..... $ 100.782.50
AMOUNT DUE TO DATE ....... $ 1.914,867.50 .__
-- LESS PREVIOUS PAYHENTS... $ 1,893,492.50
AMOUNT DUE Tills APPLICATION $ 21,375.00
REVIEWED BY: DATE:
CHECKED BY: DATE:
CONTRACTOR'S CERTIFICATION:
The undersigned CONTRACTOR certifies' that (1) all previous progress' payments received fz,,m
OUNER on account of Work done under the Contract referred to above have been applied to
discharge in full all obligations of CONTRACTOR incurred in connection with Work covered
by prior Applications for Payment numbered I through inclusive; and (2) title c¢
all materials and equipment incorporated in said Work or otherwise listed in or covered
-by this Application for Payment will pass to O~NER at time of payment free and clear of
ail liens, claims, security interests end encumbrances (except such as covered by Bond
acceptable to O~NER).
bated ~ctobe 4, , 1' 89 , /// CO,--~R~/7~L~~
PREL,~ CONSTRUCTI~)N COMPANY, TNt. .
;.'..~ ~,~-:~£-_ . ~.l-El_~l~.N~wuCounty Thomas P, Ferrara, Construction Coordinator
E,01.eeR'S RECOMeNDAT ON: Notar Pub
This Application (with accompanying documentation) meets the requSrements of the
Contract Documents and paint of the above ~OUNT DUE ~IIS APPLX~TION is reco~ended.
Dated ~T- ~ . 19 ~4 . '_~~ , C'~ . .
/ ENGINEER
Title f~o~ /~~
OWNER'S APPROVAL:
. Pay request received by
_.
Al~proved for payment on day of , 19 .
(tt~/~lt TITLE