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ST9601-CS000122 9?2 216 563? ' 1-22-2000 10:02AM FROM ,xSEO PAVING COMPANY 972 216 BL P. 1 PAVING COMPANY Mailing Address: P.O, Box 270040 Dallas, TX 75227 Physical Address: 419 E.Hwy. 80 Mesquite, TX 75150 Tel: (972) 289-0723 Fax: (972) 216-5637 ATTN: _~/~ ' f / NO OF PAGES rNCLUDING COVER PAGE: DATE AND TIMe;_ 1. Z Z' 1-22-2000 10: 03AM FROM SE:O PAVZNG COMPANY 972 216 5r' ' P. 2 /__.,P .,.2.. 5-" Z"" CITY OF CQPPELL / PO BOX 478 CO PPELL TEXAS 750'18 PERIODICAL ESTIMATE NO ,,~ I::~ERIOD'. Z~/._'l/J~g TO e~e/eeeeeR~J~ PROJECT W~LER CONTRACTOR ~ PROJECT NO, ~ ADDRESS p,O, BO_X 27004q FUND DALLAS, TX. 75243 ORIGINAL CON'tRACT AMT $16~0_,~08 15 ORIGINAL CONTRACT TIME 300 A N PLUS CHANGE ORDERS S46,~N.00 WITH ADJUSTMENTS ~ VALUE OF WORK TO DATE __ $_1 ._.B_97,3D2,'I;5 ~ TIME CI4ARGED TO DATE ~._ 401 j ORIGINAL WORK VALUE OF ESTIMATED PREVIOUS CURRENT C:()MPLETE0 TC COMPLETED ON UNIT PRICE BID QUANTITIY WORK WORK DATE WORK I SECTION 1 PREPARE ROW $67,000.00 1.0O 1.00 0,00 1.00 67,000.00 REM EX COliC CURB OR CONC CURB/GU'R'ER ,$2.00 'rlo.oe t 10 o0 0.0~ 1 '10.00 220.00 UNCLA,~,$1FIED STREET EXCAVATION $4.,'50 4,2t9.00 4,21900 0.00 4,219.00 18,98S.S0 r LrME STABILIZED SUBGRACE $1 .,~ S~,SS.00 5.55500 0,0C 5.555 00 8,332.~0 LIME FOR SUBGRADE STABILIZATION $100~00 8S00' 84.72 15,2~1 100.00 '10,000.00 /" REiI'~. CONC. PAVEMENT Wt 6" 1NTEGRAL $23,50 5,31000 5,310.00 0,0~ 5,310 00 124,785.00 STREET HEADER $500 11000 62.50 0,0C 62.50 412.50 ONCRETE PAVING-STONE PAVEMENT $70.00 12500 106.14 $,88 115 00 8,050.00 R/C CONCUlT SLEB/E FOR FREEImPORT $10,00 '120.00 116 00 O,0C 11600 1,160.00 PULL BOXE~ $1,000,0C 2.00 2.00 0-00 2.00 2,,000,0~ ADd EXWATER VALVE BOX TO GRADE $10000 4,00 4.00 0.00 4 CX3 400,00 RESTORE PARKWAYS & YARC)S BLOCK SOD $5,000.01:: 1 ,IX) `1.00 1 L~0 5,000,00 RESTORE PARKWAYS &YARDS ,$5,000.00 1,00 0.75 0,75 3,750,00 THERMOPLASTIC 18°' STOP 13AR$ TYPE I $12.00 27,00 27.00 0.00 2700 324,00 $220.00 3,00 2.00 0.00 2-00 440,00 THERMOPrD~STIC WORK (ONLY) I:;'VMT $400.00 'i ,00 1.00 0.00 I 00 400,00 P-TW 4" WHITE NON REFLECTIVE $4 00 1000 't5 00 -5.00 10.00 40.00 $600 lO.00 5 00 5.00 1000 80.00 P-117Y 4" YELLOW OOUBLE REFLECTIVI $1B.00 103.00 103.00 Q00 103.00 824.00 SIGN ASSEMBLY 1,440.00 3.00 3.00 0,00 3.00 1,320.00 2'1" CL. 3 RCP $38.50 94.00 270.00 0,00 270.00 10,395.00 30" CL. 3 RCP $52,50 1'18.00 '118.00 000 11800 6,1H.00 IRCP $70,50 117.00 1'1700 000 117.00 8.248.50 $96.00 14,00 14.00 0.00 14.00 1,344,00 ,,..., 2.,.. 2.;:;i o., 5'*" CL, 3 RCP $133.50 401,00 0.00 401.00 53,533,50 50" CL, 3 RCP $'178.50 18,00 1800 0.00 18 00 3,213,00 PI, UG FOR 30" RCP $152.50 4,00 4 00 0.00 4.00 610,00 REM TOP OF EX DROP INLET & CON~T 4' $1,400.00 1.00 1 00 0.00 I O0 1,400,00 4' SQUARE STORM DRAIN MANHOLE ,$1,90000 I .C)~ 1.00 0.00 1 IX) 1,900,00 IO' REC CURB INLET $1,900 00 1,00 Z.CX) 0.00 2 00 12' REC CURB INLET $2,000.00 I .oo '1,00 0.00 `1 00 2,oooo0 14' REC CURB INLET $2='100,00 3.00~ 3o0 0,00 3 00 6.300.00 TRENCH SAFETY FOR STORM DRAIN $1.10 1057.00, q,057.00 0,0~ 1,057.00 1,162.70 - 0,0~ UNIT I SECTION a, , 12 PVC WATER PIf'E DR 14 $27.00 785,0~ '1,69800 0.013 1,'cl98.0Q 46,64,6,00 12" DI WAT'~R C~,. 51 $49.50 ZO.OO 20 Q0 0.0~ 20 00: 990,OO P,,/C WATER P[I:>E DR '14 83'1-50 40 00 61 O0 0,0~ 61 00 1,921 DI WATER CL 51 $40,00 20.00 20.00 0,0C~ 20.00 800.00 ~" PVC WATER PIPE CL, 51 $29.00 ~0.00 19 00 0,0C~ 19 00 SS'~ .oo Ol FI"I'tlNG$ $5,250,0(] 1.50 I 95 0,0C 1 95 t0,237.50 12" GATE VALVE $1,600,00 1.00 300 0,0C 3,00 4,800.00 $%1250(; tOO 2 00 O,OC 200" 2,250.00 $975.0e 1,00 3 00 O,OO. 3.oo $1.800.00' 1 .OO 1.00 0.00: 1,00 1,8OO.OO CONNECT TO EX, SYSTEM $895.00 2.00 7.00 0,00 7,00 e,26500 TRENCH SAFETY' FOR WA"rER L;NE $'1.10 885.00 1.79e..oo 0,00 t .79800 1 o.oo UNIT 2 SECTION I o.oo 1/'22,/00 9:,~,~ AM 2341 .xls COI:q='ELL 1-22-2000 10:04AM FROM SEO PAVING COMPANY 972 216 5"'~' P. 3 I~.-1 PREPARE ROw $126,000,00 1,00 t 00: 0,00 1 00 128,000,00 li'-2 REM EXIST CONC CURe OR CONC CURBtGU'I"'g $2,00 250.00 250.00 ~ 0.OO 2f'-'-~.00 500.00 11,3, REM EX CONCRETE PAVEMENT $4,00 675.0(; 675 QO O.00 675.00 2,7CO.00 114 ~EM EXCONCRETE DRIVEWAYS, VALLEYS& -< $4.00 180500 1,606.00 111.00 1.716,00 6,864,00 11-5 :~EM/RELOCATE EX STREET LIGHT ASSEMBLY 1,5,000.00 1.00 - 0-00 11-6 :UNCLASSIFIED STREET EXCAVATION $5.75 1144,~'.00 11.447 00 ' 0,00 1 'r,447.00 65,820.25 11-1 6' UME STABILIZED 9UBGRAOE $1,00 19665.00 19,66~.00 ' -890,00 18,77500 18,775,00 11-,8 LiME FOR SUBGRADE 9TAEILIZATION $100.00 29~.00 296 G0 4300 338,00 33,800,00 11-9 7" REINF, CONC. i;~NT WI 6" INTEGRAL CURB $22.00 18815.00 17,903 00 22.00 t~'.925 00 394,350,00 I1-10 CONCRETE STREET HEADER $5,00 215.00 215.00 0.00 215.00 1,075,00 RS"REINF. CONC DRIVl_-'WAYS, ORiVEWAYTI;ZAI $2,7,00 16,450C 1,705.00 36.00 1,74t.00 47,007,00 5"TY A GRADE 1 FLEXIBLE CRUShtED $TON~ i $7,00 EE0.C(~ 401 00 395.0~ 196.00 5,572.00 Z" T"( B HMAC FOR DRIVEWAY & PAVf_MENT T1; $12,00 860,00 401.00 395.00 796 00 ll,55Z.00 Z" TY D HMAC FOR DRIVEWAY &PAVEMENT T! $12.00 860,0C 401 00 395.00 796.00 9,552.00 l" REINF, CONCRETE SIDEWALK & E, ARRIER F $3.00 2445,0e 2,445.00 19,00 2,464.00 7,392.00 MODULAR CONCRETE-BLOCK RETAINING WAI. $25.00 195.0(; 0.0~ ADJ EXIST MANHOLE TO GRADE $600.00 9.0C 9.00 -9,00 - . ADJ EX WATER VALVE BOX TO GRADE $200.00 Z2 0~ 14 00 0.00 14.00 2,800.00 ADJ EX SAN- SEWER CLEANOUT TO GRADE $250.00 2,00 2.00 0,0~ 2.00 500.00 ADJ EX FiRE HYDRANT TO GRADE $800.00 4 00 4.00 2.00! 8.00 4,600.00 REPLACE VEHICLE DETECTOR LOOPS $6.00 4,00.00 400,0C 400,00 RECONSTRUCT EX t~ERM$ AT ENTERPRISE DF $2.000.0C 1.00 O,OC RESTORE PARKWAYS &YARDS BLOCK SOD $40,000.00 1.00 1.00 1,0(3 40,000,00 RESTORE PARKWAYS &YARDS HYDROMUt,C~' S5,000,.0G 1.00 0.75 1.75 3,750.00 THERMOPLASTIC 18" S'rOP BARS 'r'YPE I $12,0(; 14,5.00 10600 2000 t2'8,00 1,512,00 THERMOPLASTIC DiRECT)ONAL ARROW PVMT $220,00 7.00 5 00 2.00 ?.00 1,540.00 THERMOP,~AST|C WORK (ONLY) tm,/MT MARKIP, ,$400,00 4,00 Z. 00 2.00 4 00 1,600.00 'I'Y;E P-TW 4" WHITE NON REFLECTIVE 'rRAFFi $4.00 15,00 18 00 0.00 1800 72.00 TYPE P*tSW 4" WHITE REFLECTiVE TRAFFIC BI $600 18,00 18 130 0.00 18.00 108.00 'TYPE P-11 ~'Y 4" YELLOW DOUBLE REFLECTIVE $6.00 375.00 375.QO ~,.00 375 00 3,00000 ROADSIDE 51GN ASSEMiLY $41~0.00 6,00 6,00 6.00 2,700.00 18" CL, 3 RCP $,34.50 218,00 15~.00 56.00 21400 7,38300 21" CL. 3 R(;;P $,.I,'0.00 116,00 37.00 77.00 114.00 4,44600 24' CL- 3 RCP $11.00 10,00 10,00 i 0.00 10.00 710.00 Z7" CL 3 RCP $4~'.00 263.00 2'9~-.00 i 11.00 263,00 12,361.00 90' CL- 3 RCP $,54.50 t87.00 18700 ! 0.00 187 00 10,191,50 :~" CL, 13 RCP $75.00 660Q 6600; 0.00 6600 ":l" CL, 3 RCP $96.00 40 0C 40 00 15.00 ,5~,00 5,2~0,00 4 X ~1, CONCRETE BOX CULVERT $121 ,r:~) 432.0(3 42000 10.00 430.00 52,24500 S x 3 CONC;:RET~ BOX CULVERT $135.50 1Z9~,00 1,280.00 1500 1,296.00 ' 1 ?5,472 50 5 X 3 CONCRETE BOX CULVERT $1 '?3-50 250,00 234.00 16.0C 25000 11-,42 DOUBLE 6 X 3 CONCRETE BOX CULVERT $342,00 39,00 39 00 0.0C 39.0Q 13,338.00 i' 9QUARE STORM DRAIN MANHOLE $1,850.0{3 t ,00 I 00 0.001 1.00 1,8~).00 5' SQUARE STORM DRAIN M,~NHOLE $2,000.0C 1,00 I {:X) 0,00' 1.00 6' SOUARE DROP INLET $2,100 0(: 1.00 I 00 0 00 1.00 2,100.00 SI:~CIAL 4' SQUARE STORM DRAIN ACESS MA $1,725.0C ZOO ;~ 00 0.00 200 3,450.00 10' REC CURB iNLET $1,850.00 5,00 5,00 0,00 500 9,250.00 12' REC CURB INLET $1 ,BS0.00 5.00 5 00 0,00 500 PLUG FOR 18" RCP $13200 1.00 1.00 0,00 1,00 PLUG FOR 30" RCP $158 00 1.00 1.00 1.00 15~,00 PLUG FOR 6 X 3 CONCRE'rE BOX CULVERT $945.00 2.00 0,00 - TRENCH SAFETY' FOR S'FORM DRAIN $1,10 898.00 89~ 00 11.00 909,00 699,90 TRENCH SAFETY FOR BOX~:ULVERY $2.10 2019.00 2,01{).00 --S,.00 2.Clta. O0 4,229,40 0.00 UNIT 2 SECTION 2 0.00 ADJ/LOWER EX 12" WATER STA ~-14 $4,200.00 1,00 1 00 0,00 1 00 4.200.00 ADJ/LOWER EX li" WATER STA 18.,00 $3,400,00 1,00 1.00 0.00 1.00 3,400.00 ADJ/LOWER EX 12" WATER STA 23+00 $3,150.00 1.00 1,00: 0.00 1.00 3, 150.00 ADJ;LOWER Ex 12" WATER STA ;8+00 $32150.00 1.O0 I 00 i 0,00 1,(,)0 3,1.50,00 ADJILOWE~ EX 12" WATER STA 29+65 $3,700.00 1.00 'i 00 ' 0.00 1.00 3,700,00 ~,DJ/LOWER EX 12" WATER STA 37+20 ,$.3,150.00 1.00 1.0(~ 0,00 1,0Q ~,D,t/LOWER EX 12" WATER 434,,57 $3,,300,00 1.00 1.00 0.00 1.00 3,300.00 ADJtLOWER EX 6' WATER STA 33,00 $2,000.00 1.0{; 1 00 0.00 1.00 2,000.00 GONC ENCASE EX SAN. SEWER $61,00 15,00~ 15,00 O.00 1500 1,21500 REMIRELOCATE EX FIRE HYDRANT $1,900.0C 4.00 4 O0 0.0C 4.00 7,600,00 FrRE I-i'YDRANT $1,800.0C t .00 0.00. 6" GATE VALVE $685,0C 1.00 0.00 TRENCH ,~,FEI"Y FOR UTILITY ADJUSTMENTS $1. t 0 39000 O.0n EXTRA'S ADJUSTMENT OF EXISTING SANITARY SEWER $1,400,0C 7.00 0.00 TYPE II B/B MARKERS $I 2.0~ 6.00 0-00 1/22/00 9:55 AM 2,341.;ds COPpELL 1-22-2000 10:0,4AM FROM SEO PAVING COMPANY 972 216 S ' P.~ EXTRA WORK ITEMS 6.00 6 03 12.00 ~ TYPE II EJB PAVEMENT MARKERS EA $1Z00 Q00 9.00 9.00 12.600.00 LOWERING/RFd,CONST. F,,XISTING $,,~MH',~ F,,A $1,400.00 0.00 WATER ME'I'ER RELIAOJ. AT |NLET CONFLICT L,~ $1,500.00 0.00 1.00 REMARKS: VALUE OF ORIGINAL CONll~ACT PERFORMED 1 VALUE OF EXTRA WORK TOfAL VALUE OF WORK TO DAI'E ¶ ,e74,426,05 LESS RETAINAGE S% + UQUIDATEO DAMAGE 84.,,S00.oo TOTAL, LEI$ RETAINAGE 1 ,SSS,SZG,OS LE,f~ PREVIOUS PAYMENTS CURRENT PAYMENT DUE N,40334 APPROVED: CITY ENGINEER DATE: 1/22/00 8;55 AM 2341.xls COPPELL