DR9301-CS 930528HASING USE ONLY
NS~'~
Address
Date Needed
Requisition
Ordered By / Ship To: ~ ' '~,
Department /' d '~
Address
Form
Telephone Number / Extension
E S T I M A T E D ACCOUNT NUMBER 10 DIGITS
QTY. MEAs.UNIT PRIcEUNIT EXTENDEDpRiCE DESCRIPTION OR ORDERED ITEM(S)
FUND DEPT ACCOUN' ~
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(N~IGINATOR's
Depe~tmefltal Reference Number
INVOICE ADDRESS:
CITY OF COPPELL
ACCOUNTS PAYABLE DEPARTMENT
P,O. BOX 478
COPPELL, TEXAS 75019
214 / 462-0022
PURCHASE ORDER
~-.~'~975 CI..iANC.)E Ot:;:[~ER '~ 0:1.
P.O. No..
Date:
This is a confirmation: []
This is an order: []
VENDOR ADDRESS:
GIBSON AND A~SOCIATES IN(;;
11;.~ 10 RYL.. IECRE;ST
BALCFI SPRINGS~ TX 75180
DELIVERY ADDRESS:
CITY OF COPPEI_L
F[NGINEER~NG
255 PARKWAY BOULEVARD
C~OPF:'ELL, TEXAS 75019
VENDOR NO.:
DELIVERY DATE:
~ 21-90-01"'0420 FOR' PROF'E:~S I[)NAL 1 5Z ~046,60 51 ~ 04~5o60
C/O J 01 SERVICES FOR ,~ANIJY
~ELIUI~I"ION NO I 87~5 ~Ir, NO t
~ ............... cpys'.rJ~¢y[ry~5.~s~_ ........ ) Tax Exempt GRAND TOTAL _
I, ,.~, C.O.D. SHIPMENTS OF ANY CHARACTER WILL SE ACCEPTED.
· ~' DO NOT FILL ORDER AT HIGHER PRICES THAN LAST QUOTED #75-1183207
WITHOUT AUTHORITY FROM THE PURCHASING AGENT.
'k PACKING SLIP MUST ACCOMPANY SHJPMENT,
~' PgRCHASE ORDER NUMBER MUST APPEAR ON ALL INVOICES SUBMITTED.
~ J,J~ILESS OTHERWISE STATED, ALL PRICES F.O.B. DESTINATION,
ORIGINATOR COPY
Gibson & Associates Inc.
Ob Description: SANDY KNOLL/SHADOWCREST
Estimate No.: 2
Client: CITY OF COPPELL
Contract Amount: $87,571.O0
Estimate Period: MARCH 1,1993
To APRIL 30,1993
Page 1 of 1
Payable To: GIBSON & ASSOCIATES,INC.
11210 RYLIECREST
BALCH SPRINGS,TEXAS 75180
~ Contr~
Item Description IUnitl QuantJ
1 MOBILIZATION ILS
2 REMOVE CONCRETE PAVEMENT
3 18" R C P
4 10' CURB INLET
5 CONNECT 18" RCP TO 36" RCP
6 :6" 6% LINE STABILIZATION
7 IHYDRATED LIME :TON
8 :6" 3000 PSI REINF. CONC. PAVE.:SY
9 16" INTEGRAL CURB
10 124" R C P
11 :R & R SIDEWALK & LANDSCAPE :ns
~-h 12 :CONNECT 24" RCP TO 24" RCP
13 ITRIM EXIST 24" RCP
14 REMOVE WINGWALL ILS
15 REIN CONC HEADWALL ILS
16 CONCRETE APRON
17 PIPE HANDRAIL
18 GROUT UNDER FLUME ILS
19 REPAIR SLOPE FAILURE ILS
20 STONE EMBEDMENT ICY
21 SELECT MATERIAL ~CY
22 2000 PSI CONCRETE E/~CASEMENT ICY
23 REMOVE CONCRETE PAVEMENT
24 16" 6% LIME STABILIZATION :SY
25 :HYDRATED LIME
26 16" 3000 PSI REINF. CONC. PAVE.:SY
27 16" INTEGRAL CURB
EXTRA IREMOVE CONC SIDEWALK
EXTRA 14" CONC SIDEWALK
ALT IEXTRA 2" CONCRETE PAVE
' ALTERNATE BID '
iA ILOWER & ENCASE WATER LINE ILS
R AINED "Z.%
AMOUNT PAYABLE
~-~!BSON & ASSOCIATES, INC.
~BY __
DATE ~F-/~- ~ ~'
Gibson & Associates Inc.
Ob Description: SANDY KNOLL/SHADOWCREST
Estimate No.: 2
C].]..nt. CITY OF COPPELL
Contract Amount: $87,571.O0
Estimate Period: MARCH 1,1993
To APRIL 30,1993
Page 1 of 1
Payable To: GIBSON & ASSOCIATES,INC.
11210 RYLIECREST
BALCH SPRINGS,TEXAS 75180
' ' Contract Quantity Unit
Item Description ',Unitl Quantity To Date Price Total
1 MOBILIZATION ILS
2 REMOVE CONCRETE PAVEMENT
3 18" R C P
4 10' CURB INLET
5 CONNECT 18" RCP TO 36" RCP IEA
6 6" 6% LIME STABILIZATION
7 HYDRATED LIME :TON
8 6" 3000 PSI REINF. CONC. PAVE. ISY
,6 INTEGRAL CURB
10 :24" R C P
11 :R & R SIDEWALK & LANDSCAPE ILS
~'~. 12 :CONNECT 24" RCP TO 24" RCP
13 ITRIM EXIST 24" RCP ILS
14 :REMOVE WINGWALL :ns
15 :REIN CONC HEADWALL
16 :CONCRETE APRON
17 PIPE HANDRAIL
18 GROUT UNDER FLUME
19 REPAIR SLOPE FAILURE
20 STONE EMBEDMENT ICY
21 SELECT MATERIAL ICY
22 2000 PSI CONCRETE ENCASEMENT ICY
23 REMOVE CONCRETE PAVEMENT
24 16" 6% LINE STABILIZATION 'SY,
25 :HYDRATED LIME
26 16" 3000 PSI REINF. CONC. PAVE.:SY
27 16" INTEGRAL CURB : LF
EXTRA :REMOVE CONC SIDEWALK
EXTRA : 4" CONC SIDEWALK : SF
ALT IEXTRA 2" CONCRETE PAVE
,' ALTERNATE BID ,'
1
334
35
2
2
334
4.5
334
213
22
1
1
1
1
1
1
4
1
1
5
23
1
86O
860
11.6
86O
5O5
750
75O
1194
1
341.94
35
2
2
22
1
1
1
1
1
1
1
1
5
2~
756.6
756.6
$8,300.00
$13.oo
$44.00
$2,150.00
$275.00
$15.00
$100.00
$30.50
$2.00
$55.00
$500.00
$550.00
$330.00
$825.0O
$660.00
$700.00
$140.00
$1,300.00
$2,550.00
$40.00
$19.00
$140.00'
$9.50
$1o.oo
$1oo.o0
$27.40
$2.00
$1.oo
$2.50
$5.00
$8,300.00
$4,445.22
$1,540.00
$4,300.00
$550.00
$1,210.00
$5oo~o
$55~ ~
$330.c0
$825.00
$660.00
$700.00
$560.0O
$1,300.00
$2,550.00
$200.o0
$437.00
$756.60
$1,891.50
lA ',LOWER & EMCASE WATER LINE ILS 1 ,- ,,----- $3,630.00 ---"-
APPROVED: RETAINED "'~% t:~ Z5.4t
/,a~IBSON & ASSOCIATES, INC. '1% O4~¢
eBY
DATE
AMOUNT PAYABLE
Gibson & Associates Inc.
Description: SANDY KNOLL/SHADOWCREST
Estimate No.: 2
C1] ~nt: CITY OF COPPELL
Contract Amount: $87,571.00
Estimate Period: MARCH 1,1993 To APRIL 30,1993
Page 1 of 1
Payable To: GIBSON & ASSOCIATES,INC.
11210 RYLIECREST
BALCH SPRINGS,TEXAS 75180
,' ,' Contract Quantity Unit
Item Description IUnitl Quantity To Date Price Total
1
2
3
4
5
6
7
8
9
10
11
~'~', 12
14
15
16
17
18
19
20
21
22
23
24
25
26
27
EXTP~
EXTRA
ALT
MOBILIZATION
REMOVE CONCRETE PAVEMENT
18" R C P
10 ' CURB INLET
CONNECT 18" RCP TO 36" RCP
{6" 6% LINE STABILIZATION
I HYDRATED LINE
',6" 3000 PSI REINF. CONC. PAVE.
{ 6" INTEGRAL CURB
124" R C P
:R & R SIDEWALK & LANDSCAPE
CONNECT 24" RCP TO 24" RCP
TRIM EXIST 24" RCP
REMOVE WINGWALL
REIN CONC HEADWALL
CONCRETE APRON
PIPE HANDRAIL
GROUT UNDER FLUME
REPAIR SLOPE FAILURE
STONE EMBEDMENT
SELECT MATERIAL
2000 PSI CONCRETE ENCASEMENT
REMOVE CONCRETE PAVEMENT
16" 6% LIME STABILIZATION
', HYDRATED LINE
SY
LF
EA
EA
SY
:TON
ILS
ILS
:LS
ILS
ICY
:SY
:TON
16" 3000 PSI REINF. CONC. PAVE.:SY
6" INTEGRAL CURB
REMOVE CONC SIDEWALK
14" CONC SIDEWALK
I EXTRA 2" CONCRETE PAVE
ALTERNATE BID
lA :LOWER & ENCASE WATER LINE
',SF
',SY
ILS
1
334
35
2
2
334
4.5
334
213
22
1
1
1
1
1
1
4
1
!
5
23
!
860
860
11.6
86O
505
75O
75O
1194
1
1
341.94
35
2
2
22
1
1
1
1
1
1
4
1
1
5
23
756.6
756.6
$8,300.00
$13.00
$44.00
$2,150.00
$275.00
$15.oo
$100.00
$30.50
$2.00
$55.0O
$500.00
$550.00
$330.00
$825.00
$660.00
$700.00
$140.00
$1,300.00
$2,550.00
$4O.00
$19.00
$140.00
$9.50
$10.00
$100.00
$27.40
$2.00
$ ,oo
$2.50
$5.00
$3,630.00
$8,300.00
$4,445.22
$1,54o.oo
$4,300.00
$550.00
$1,21o.oo
$5oo..
$55o~' 3
$330.UU
$825.00
$660.00
$700.00
$560:00
$1,300.00
$2,550.00
$200.00
$437.0{)
$7 6. o
$1,891.50
TOTAL WORK DONE
APPROVED:
~BSON & ASSOCIATES,INC.
RETAINED
AMOUNT PAYABLE
PREVIOUS PAYMENTS
AMOUNT DUE THIS ESTIMATE
$28,602.00