ST8502-CS 870213GINN, INC.
February 13, 1987
CONSULTING ENGINEERS
Mr. Frank Trando
P.O. Box 478
Coppell, TX 75019
Re: Moore Road Improvements
Dear Mr. Trando:
Enclosed are three copies of Application for Payment No. 12 in
the amount of $81,044.50 from Ashlar Contracting Company,
representing work performed on the above referenced project
through January 31, 1987.
We have reviewed this application and recommend that payment in
full be made at this time.
Sincerely,
H. Wayne Ginn, P.E.
/ss
Enclosure
cc:
Ashlar Contracting Co.
Kevin Peiffer
Butch Ellison
Randy Fleming
17103 Preston Road · Suite 100 · LB 118 · Dallas, Texas 75248 · Phone 214/248-4900
Ai, plication
for Paym=nt
PAYMENT REQUEST NO.
FOR WORK COMPLETED
THROUGH
THE DATE OF:
SHEET. O~e
01/$1/$7
__ OF
Six
PROJECT TITLE:
LOCATION:
DESCRIPTION:
MOORE ROAD IMPROVEHENTS
DATE: ?,/4/~?
Coppetl, Texas - Sandy l,ake Road to Belt Line Road
5,300 1.£. of 37' wide concrete pavement, storm sewer, removal o£
existing bridge fi construction of new concrete bridge @ Grapevine CreeK.
OWNER/ENGINEER INFORMATION:
OWNER: CITY OF COPPELL
ADDRE&S: P. O. Box 478
CITY/STATE: Coppell, Texas
GQNTACT I~d~N: Ed powell,
~ NO.: 462-0022
75019
P.E., city Eng
CONTRACTOR INFORMATION:
CONTRACTOR: ASHLAR CONTRACTING CCNPANY
ADDRESS: P.O. Box 713
CITY/STATE: Lewisville~ Texas 75067
CONTACT PERSON: George Miller~ V.P.
PHONE NO.: 436- 5509
mIU#ANCE
ADDRESS:
CITY/STATE:
BONDING AGENT:
ADDRE88:
CITY/STATE:
I~MPLO~ OF TEXAS
~fr. Clem Lesch, R~sident Sur
SEAP~3RD SIP. ErY COMPANY
206 Elm £treet, Ste. 106
Lewisville, Texas 75067
i: CONTRACT NO.: CONTRACT DATE: 12/16/85
PROJECT NO.: J254
TOTAL ORIGINAL CONTRACT AMOUNT: $ 1,938,351.95
TOTAL CHANGE ORDERS: L AMOUNT: $ '- 72,038.48
TOTAL CONTRACT AMOUNT TO DATE: $ 1 .fl~6.t1~ 4?
/_..,NOTICE TO PROCEED DATE: 01/06/86 COMPLETION TIME:
CONTRACT COMPLETION DATE: NoveMaer ]~ 1986
PERCENT TIME ELAPSED:
300 CALENDAR DAYS
PERCENT WORK COMPLETED:
PROJECT: MOORE ROAD IblP~MEN'I'S ~}'~EET 2 OF
" PAYMENT NO. 12
,-.-.PAY QUANTITY AMOUNT
ITEM DESCRIPTION PLAN UNIT TO UNIT TO
NO. QUANTITY DATE PRICE DATE
100.1 Prepare rl~ht-of-wa~ 53.7 STA 40.28 1~100.00 44308.00
102.1 Clear & Grub .5 AC qfl 2,000.00 ]flNfl NNl
104.1 Sawcu~ Concrete 889 I,F RRq Nfl 1.50 .l~.50
104.2 Sawcut Asphalt 455 1,1.' 455.00 1.50 682.50
104.3 Remove Old Concrete 270 SY 135.00 9.00 1215.00
105.1 Remove Old Bridge 1 LS 1.00 12,000.00 12000.00
110,1 Roadway Excavation 7,2N4 CY 3,602.00 4.75 17109.50
120.1 Channel Excavation 447 CY 447.00 4.75 ZlZ3.2S
131.11 Borrow (Dens. Cont.) 4,902 CY 3,986.00 10.00 39860.00
162.1 Soddt~ (Block) 1,084 SY 4.20
164.1 H~dromulchin~ 11~335 SY .50
166.1 Fertilizer 440 LB .20
,,,168.1 Sprinkle Irrigation 107 MG 8.00
248.1 Flex Base 697 CY 697.00 50.001 34850.00
252.1 SalVage & Rep. Base 200 cY 200.00 35.00 7000.00
260.1 Lime Treatment 24,584 SY 13,275.40 1.50 19913.10
264.1 Lime Slurry, 4% 221 TN 110.$0 86.00 9503.00
340.1 HMACP, Type D " 142 TN 81.97 115.00 9426.SS
340.2 HMACP, Type B 617 TN 617.00 60.00 37N20_NN
360.1 6" Concrete Pavement 22,928 SY 12.597.00 17.60 221707.20
360.2 Monolithic Curb 8~424 1,1: 4~633.00 1.70 7876. 10
i360.3 Concrete Street Header 127 LF 86.00 7.00 602. 00
360.4 Concrete Railroad Header ]00 I,F 100.00 11.00 1100. 00
421.1 Class A Concrete 49.8 CY 51.80 1~150.00 59570. 00
450.2 Railing (Culvert) 45 LF 23_00 . 150.00 x~qn n~
450.3 Handrail 135 I.F 45.00
464.1 18" RCP, Class III 1,743 LF 1,72~ nm 25.00' ~X]D~ DO
464.2 21" RCP, Class III 628 LF 628.00 27.00 16956. 00
464.3 24" RCP~ Class III 816 I,F ~16.00 34.00~ '27744. 00
~'"~HEET 3
PAYMENT NO.
DF
, PAY QUANTITY AMOUNT
ITEN DESCRIPTION PLAN UNIT TO UNIT TO
NO. QUANTITY DATE PRICE DATE
464.4 27" Rep, Class Ill 286 LF 286.00 38.00 10868.00
464.5 30" RCP, Ciasa III 499 LF AOq DO 40.00 lqq6D DO
464.6 36" RCP, Class IIX 728 LF 728.00 50.00 56400.00
464.7 ~8" RCP, Class III 94 LF 94.00 76.00 7144.00
464.8 4'x2' RCBC, C-850 228 LF 228.00 100.00 22800.00
;464.9 5'x2' RCBCr C-850 197 LF 191,00 115.00 21965.00
464.1C 7'x5' RCBC~ C-850 60 LF 60.00 700.~0 42000.00
470.1 Type B Headwall 5 EA 3.0~ 6,000.00 18000.00
470.2 Type C Headwall 4 EA 3aO00.O0
470.3 Junction Box, Type "A" 1 EA 1.00 6,000.00 6000.00
470.4 Type A Headwall (Modified} 2 EA Z.OD 9,000.00 18000,00
470.5 Drop Inlet (Modified} 1 EA ] Oh 2mlO0.O0 ~0p~00
,.470.6 6' Curb Inlets 9 EA ?.Nfl 2,500.00 17500.00
470.7 6' Recessed ~nlet 17 gA 14,0Q 2~500.00 35000.00.
470.8 10' Recessed Inlet 14 EA 9.00 3r000.O0 27000.00
470.9 10' Curb Inlets 2 EA ? DO 2,800.00~ 5600.00
470.10 14' Curb Inlets 1 EA 4~000.00
470~1 Storm Manhole, Type B 3 EA 3.00 2~600.00 7800.00
470~ 4'x5' San. Swr. Manhole 2 EA 2.00 2,300.00 ~00,OO
476 Railroad Bore~ (c.i.p.} 101 LF 103.00 llS.PO 11845.00
479.1 Adjust Manhole 4 EA 300.00
504.1 Field Office 1 LS 1.00 t2,000.00 12000.00
530.1 6" Driveway/Alley (cmnc.l 1.036 SY S90.00 21.50 1268S.00
530.2 4" Sidewalks (cone.) 3,894 SY 267.33 16.10 4~04~01
530.3 Brick Pavers 1~159 SY S33.74 8.40 -..4483.42
530.4 6" Curb & Gutter (cone.) 297 LF 5.00
530.5 6" Slope 8.21 SY 55.00
544.1 Replace Wood Fence 55 LF 92.S0 15.00 1387.S0
582.1 Relocate/Lower 8" Main 190 LF 191.24 84.00 16064.16
I'IIOJiCT: ~o~ RO,~ ~'"~.~TS ~hlEET, a DF 6 ,,
PAYMENT NO. l~ ,
PAY QUANTITY AMOUNT
ITEM DESCRIPTION PLAN UNIT TO UNIT TO
NO. QUANTITY DATE PRICE DATE
582.2 Relocate H20 Service 4 EA 4.00 315rQQ 1260.00
582.3 Install H10 Service ] ~A 1.00 ~o,.oo 400.00
582.4 30" DI San. Swr. Maln 152 LF 112.00 90.00
582.5 Adjust H~O Valve 20 EA 55.00
582.6 Relocate/Adjust S.Swr. Mai~ 1 EA 400.00
582.7 12" DI, Class 51 662 LF 662.00 34.00 22508.00
:582.8 12" Gate Valve 2 EA 2.00 800,0~ 1600_00
]582.9 Relocate Fire Hydrant i EA 700.00
582.30 6" DI Gate Valve 1 EA 400.00
591.1 Stone Facing 1,256 SF 1.00
618.1 3" PVC Conduit 387 LF 2]2_00 10.50
674.1 4" Yellow Dbl Refl. Button 509 EA 6.00
676.1 8" White Refl. Button 22 EA 34.00
676.2 8" Yellow Refl.' Button 99 EA 36.00
666 Thermo Markings 335 LF 8.00
---- No Pa~ Item 0
416 18" Drill Shafts 80 LF 80.00 43.00 ~440.00
416 30" Drill Shafts 482.5 LF 48},62 75.00 ~6271.50
421 Class C Conc. Abut. 50.6 CY 56.20 370.00 20794.00
421 Class C Conc. Bends 43 CY 45.00 370.00 1S910.00
421 Class C Conc. Slab 257.2 CY 2S9.70 310.00 80507.00
425 Type C Beams 1~183 LF 1,183.00 61.00 72163.00
432.1 Concrete Riprap , 1,020 SY 1~065.90 '35.00 37306.50
440 Reinforced Steel 67,367 LB 72,956.00 .47 3~289.32
442 Structural Steel 2,250 LB 1~980.00 1.40 2772.00
450.2 Bridge Railin~ 392 LF 392.00 178.0o] 69776.00
546 Class A Appr. Slab 48.3 CY 48.30 260.~0 12558.00
611.1 Bridge Electrical 1 LS 1.00 23,000.00! 23000.00
I~tOJECT: MOORE ROAD :[~33~OVE~ENTS ~'q~HEET ,5 OF · 6 ,,,
· PAYMENT NO., 12
PAY QUANTITY' AMOUNT
ITEM DESCRIPTION PLAN UNIT TO UNIT TO
NO, QUANTITY DATE PRICE DATE
FIELD EXTRAS
6" PVC S S EXTEN 211 I,F 21 ] - Off 56, tiff ~&R6_ nfl
16" H20 LOWERING I T,,q 1.Off R_~nn.flfl g_qnn_f)fl
8" HZ0 SERVICE 90 LF 90.00 46.00 4140.00
8" x 8" TAPPING S~V 1 EA 1.00 1850.00 1850.00
I
MATERIALS ON HAND
GROSS AMOUNT DUE
MOCIR]~ ROAB
~IEET fi OF fi
PAYMENT NO. 12
'iccospanying Documentation:
GROSS AHOUNT DUE ......... $ I _4.%1 _793.11 _
LESS 5 Z RETAINAGE ..... $ 77,:gRq_66 '
~OUNT DUE TO ~TE ....... ~ ]~37q.2ax-~g "
LESS PREVIOUS PAINTS,,. ~ ]_2q~ ]~g_qg -
~UNT DUE ~IS ~PLI~TI~ ~ ' R1 ada g~ .
REVIEWED BY:
CHECKED .BY:
DATE: --~- ,~'- ~>7
DATE: ~/7//~7
COffTNA CTOIq'8 COITN~K~ATIOI~
The undersigned CONTRACTOR certifiis that (1) all previous proiresl payments received fxom
ObfNER on account of klork doge under the Contract referred to above have been applied Co
diecharle in full all oblis~tiona of COITI'~CTOR incurred in connection with Nork covere~
by prior Applications for PoFBout numbered I chroush ~ inclusive; ag (2) title Cc
all llterials and equipelnt tegorporated ia Mid Work or ocberv~ee listed in oc covered
~-.~y chis Application for Payuent viii pass to MER at time of payment free and clair of
ell liens,
acceptable co Oldif~);
claim, oocpricy interests md encumbrances (except ouch ia covered by )omi
/, 19 d~7 ASHLAR CONTRACTING COMPANY
BN~NEER~ I~ECOMENDATION:
This Application (with accoupanying documentation) ueets the requirements of the
Contract Documents ~ndpayment of the above AMOUNT DUE THIS A~.PLICATION. is'recomsended.
Dated
GINN, INC. , Consultin~ Engineers
Pay request received
~Approved for payment on
,Iv CITY OF COPPELL
by
day of , 19
Ok~'~R TITL~