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ST9302-CS 981104
BELL CONSTRUCTION COMPANY P.O. BOX 540787 DALLAS, TX 75354-0787 FACSIMILE TRANSMITTAL SHEET TO: l~Oi~ ~ (~ ~lf~:~ i,-> Robert D, Weber RE: YO~ RE~EN~ ~B~: [] URGENT [] FOR REVIEW [] PLEASE COMMEI~T ~'~J'PLEASE REPLY [] PLEASE RECYCLE NOTES/COMMENTS: LOCATIOI~ DENTON TAP ROAD TO MecARTHUR BLVD BIO DATE_ AUGUST 6. 1998 / ENGINEER KIMLEY-HORN AND ASSOCIATES. INC. f ~ _ OWNER CITY OF COPPELL . /- .J ITEM UNITBI~ DESCRIPTION BID - - QU~ '-- PRICE CiTY OF COPPELL PAVING AND DRAINAGE TOTAL COST 1.00 MOBILIZATION ~00,000.00 400,000.00 1 .oo ROW PREP `120,000.00 120.000.00 12.00 RELOC ED( MAILBOXES 200.00 2,d00.00 200.00 REL EX BRICK WALt-~/~IGNS 35.00 ?,000.00 1.00 FIELD OFFICE 20,000.00 20,000.00 40O00.00 REM OLD CONC & HMAC 4.00 160.000.00 4000.00 RI~M OLD CONC CURB & GUTT 2,~0 '10,000.00 6DOG0.00 UNCX.AS$ ST EXCAVA 300 180,000,00 ~0.00 REM EXlNLETS 500.00 5,000.00 3100.00 REM EX STRM DRAIN PIPE 10.00 31,000.00 21.00 REM EX H~DWALL .~)0.00 8.00 REM EX STRM DRAIN MH ~00.00 4,000.00 ~.00 PLUG EX STRM DRAIN PIP~ 500.00 4.0430.00 400.00 SALV EX PAVESTONES 2,50 1.000.00 80000,00 r LIME TREAT SUBGRADE 1,35 10~,000,00 1,~0.00 HYDRATEO LIME ~,~.00 t32,600.00 72000.00 Sin CONC pAVE 24.8~ 1,791,30O.00 3e000.00 6In CONC CURB ~ .50 54,000.00 500,00 6In HMACTRANSlTION PAVE 30.00 15,o00.00 11500.00 4i'n CONC SIDEWALK 20.00 230,000.00 3700.00 SOLID CONC PAVE STONE ~.00 2t4,600.00 550.00 CONC ALLEY 30.00 1~,500.00 2200.00 CONC DRWAY 30.00 66,000.00 50.0O HMAC DRWAY 50.00 2,500.00 `100.00 GRAVEL DRWAY 20.00 2,000.00 10.00 15' CC m RCP 30.00 300,00 $0.00 18" CL III RCP 32.00 1.600.00 4100,00 21" CL I$1RCP 3~,00 143,500.00 1900.00 24' CL III RGP 41.00 77,900.00 1600.00 27" CL Ill RCP 48.50 73,600.00 280.00 30' CL III RCP 52.00 14,5~0,00 2~0.00 33° CL III RCP 60.00 220.00 36' CL III RCP E6.00 14,520.00 300.00 42" CL Ill RCP al.00 24.500.00 q$20.00 4r CL Lit RCP 100,00 ~32.000.00 1700,00 54' CL uI RCP 125.00 212,500,00 15.00 60" CL III RC~ 4~0.00 2,250.00 550.00 66" CL 11] RCP t~3.00 15.00 CURB INLET RECE,~S6' 1.700.00 25.500.00 32.0O CURB INLET RECESS 10' 2,100.00 e7,200.00 5.00 CURB INLET RECESS 14,' 3,000.00 15,000,00 1.00 CURB INLET STD 4' 1,500.00 1.500.00 10.00 CURB INLET $1'D 10' 2,100.00 21,000,00 2.00 CURB INLET ST0 14' 3,000.00 6,000.00 1.130 8'XT DROP INLET W/CONC APRON 2,500.00 1.00 5'x4' DROP INLETW/CONC APRON 2,200.00 2.200.00 4.O0 4'x4' DROP INLET W/CONC APRON 2,200. O0 6,~00.00 2.00 3'x3' DROP INLET W/CONC APRON 2.000.00 1.00 STD 2 GRATE DROP INLET YARD 2,,500.00 2,500.00 a.oo TY A STRM DRAIN MH 2,000,0O ~e,o00.00 13.00 TY B STRM DRA~N MH 4.000.00 62,000.00 2.00 TY C HEADWALL 2.000.00 4.000.00 6.00 CONN TO EX STORM MH q ,000.00 6,00000 13,00 CONN TO EX STORM MAINS ~0<).00 10,400.00 4.00 CONN TO EX STORM FLUMES 1,000.00 4,000,00 15425.00 STRM DRAIN TRENCH SAFETY 0.10 1.542.50 1.00 PAVE BUTTONS & MARKING 60,000.O0 ~0,000.00 5,00 ADJ EX STORM MH TO GRADE 1,000.00 5,000,00 22.00 ADJ EX S$ MH TO GRADE ~0.00 18.700.00 · 7..00 ADJ EX WTR/METER VAL~ BOX 120,00 5,040.00 3,00 ADJ EX SS CLEANOUT 200.00 e00,00 1800.00 FENCE REM/REP (WOOD) 15.00 27.000.00 '~93.00 STRUCT SIDEWALK 60.00 14.580.00 1030.00 INTEGRAl, CONC RETA;N WALL 13.00 ~3,390.00 ~.00 SPREAD FOOTING RETAIN WALL 5,5.00 44,000.00 4130.00 CONC DRILL SHAFT RETAIN WALL 19.00 7~,470.00 800.00 241n D;A DRILL SHAFT (WALL) 60.00 48,000.00 2000.00 BRICK VENEER FOR WALL 16.00 32,000.00 2000.00 STONE VENEER FOR WALL 20.00 40,000.00 610.00 PED HANDRAILS 75,00 FROM OCTOBER 19. 199~ TO OCTOBER 31, 1998 QUANTITY AMOUNT QUANTITY AMOUNT THIS MONTH ..... TO DATE ..... 0,00 0.00 0.00 0.00 0,00 0.00 O.00 O.0O 0.0O 0.00 0,00 0.00 0.00 0.00 o.00 0,oo 0.00 oo0 o.00 0.00 0.00 0,00 o.00 0.00 0.00 0.00 0.00 0.00 o,oo o.oo 0.00 o.00 0.00 O,OO o,oo o.00 0.00 0.00 0.00 0.00 o.oo o.00 0.0o 0,00 0.00 o.0o 0,00 0.00 0,0o o,oo 0.00 o.00 0.00 0,00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.o0 o.0o 0.00 0.00 o.o0 0.00 o.0o 0.00 o,oo o.0o 0.00 0.0o 0.00~ o.oo 0.00 0.00 0.00 0.00 0.oo 0.00 0.oo 0.00 o.00 0.00 0.00 0,00 o.oo 0.00 o.00 0.00 o.oo o.00 0.00 0.00 0.00 0.00 o,oo o. oo 0,00 0.00 0.00 0.00 0,00 0.00 o.0o 0.00 0,00 0,00 500.00 23,000,00 500.00 23,000.00 0.00 0.00 0.00 0.00 0.00 o,oo 0.00 0-00 o.oo 0.00 0,00 0.00 0,00 0,00 0.00 o.00 0.0o 0.oo 0.00 o.oo 0.00 0.00 o,oo o.0o o.oo o.o0 0.00 o.oo 0.00 o.00 0.00 0,0o 0.00 o.oo 0.00 0.00 o.0o o.oo 0.00 o.00 0.00 0.00 0.00 0.00 o.00 0.00 0.00 O.oo 0.00 0,00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.0o o.o0 0,OD o.oo o.00 0.00 o.oo o.oo o,oo 0.00 0.00 0.00 0.00 0,00 0.00 0,00 o.oo 0.00 o.0o 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 o,oo 0.00 o.oo o.oo 0.oo o.oo 0.00 0,00 0.00 o.oo 0.00 0.00 0.00 0,0o 0.00 0.o0 0.00 0.00 o.o0 o.oo 0.00 o.oo 0.00 0.0o 0.00 0.00 o,oo 0.00 0.00 0.00 0.00 o,oo 0.00 0.00 o.o0 0.00 o,00 0,00 o.oo o.o0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.00 0.00 0,00 o.oo 0.00 o.0o 0.00 0,00 0.00 0.00 o.00 0.00 0,00 0.00 0.00 0,00 0.00 o.oo 0.00 0.00 0,00 o.00 o.00 0.00 o,00 71 LS 1.00 TRAI=F $1G INSTL · HE.A~TZ OR 110,000.00 72 L$ 1.00 TRAFF $1G INS'FL - MOORE RD 110,000, OO 73 LS 100 TRAFF SIC INS'FL - SAMUEL BLVD 88.000.00 74 LS 1.00 TRAFF CONDUIT INSTL - MOCKINGBI 18,000,00 75 LS 1..00 TRAFr $1G INTERCONNECT SYS 45,000.50 78 L$ 1.00 TEMP RDWAY 75,000.00 77 LF 5000.00 CONCRETE BARRIERS 7.00 7B CY 1000.00 UNCLASS CHANNEL EXCAV .17.50 79 SY' 5800,00 TRAPEZOIDAL CONC CHANNEL 42.O0 80 $¥ 1~000,00 4.i~t TOPSOIL 2.50 8'1 SY 16000.00 HYDROMULCH 1,25 e2 LS 1.00 SWPPP 40,000.00 83 LF 107.00 TEMPe FT CHNN LINK FENCE 84 LF 107.00 8 FT CEDAR FENCE WtGALV STL PO CITY OF COPPELL PAVING ANO DRAINAGE - ALT lA 15A $¥ O.0<3 8' CEMENT STABILIZATION 1.20 16A TN 0.00 CEMENT 67,00 66A SF 0,O0 GRAV1TY RETAINING WALL 55.00 CITY' OF COPI::'ELL WATER AND SEWER 85 LF '10000.00 WTR MAIN 301n 64.00 66 LF 60.OD W'rR MA~N 24in 150.00 8,7 LF 2600.00 W'FR MAIN 16in 82.00 8,8 LF 50.00 '12' CL 250 DI PIPE 48,00 ,B~ LF 330.00 r CL 250 DI PiPE 44.00 90 LF 370.00 8" DR 18 C,900 PVC PIPE 40.00 91 LF 370.00 6" Ct. 250 DI PIPE W/RESTRAIN JOIN 92 LF ?0.00 4' DR 15 C500 PVC PIPE 03 EA 1.00 MJ GATE VALVE IN VAULT 30b't 35,000.00 94 EA '1.OD MJ GATE VALVE IN VAULT 16~ 12,000,00 9,5 EA 3.00 MJ GATE VALVE & BOX 12in 1.500.00 06 EA 1200 MJGATEVALVE&BOX61n 800.00 97 EA 21.00 MJ GATE VALVE & BOX 6In 850.00 98 EA 1.00 MJ GATE VALVE & BOX 4in 520,00 99 EA ZOO MJ GATE VALVE & BOX 2in 500.00 100 EA 20.00 FIRE HYDRANT 2,100.00 101 EA 12.00 SALV EX FIRE HYDRANT 225.00 102 EA 12,00 SALV EX WTR vALVES/BOXES 2DO.OD '103 EA 35.00 CONNECT TO EX WTR MAIN~ 1,050,00 '104 EA 6.00 30't16'* COMB AIR REL VALVE t2,000.00 105 LF 70.00 CONC EN~E FOR w'rR MAiN 50.00 106 F..A 20.00 1" W'FR SERV/METER CONN 1.000.00 107 EA 10.00 '1-11Z' WTR SERV/METER GONN 1,200,00 'IOB EA 10.00 2' WTR SERV/METER CONN I ,SOO.OD 109 EA 15.00 PLUG EXWTR MAIN~ 500,00 '110 EA 20.00 W'I'R METER RELOG 225.00 111 EA 20.00 ABANDON E.X METER CONN 112 EA 2.00 R~LOC EX SPRINKLER BOX eoo.oo 1'13 EA 1.00 RELOCF, XWTRCTRLBOX 11,1, EA 1.00 8in FIRE LINE METER VAULT 25,000,OO ItB LF 65.O0 REM EX 2in WTR MAIN 5.00 11'6 LF 2600.00 REM EX 16in w'rR MAIN 6.00 '117 LF 1645500 WTR MAIN TRENCH SAFETY 0.10 '118 LF 320.00 6In SDR35 PVC SEW PIPE E-ir 29.00 119 LF 500.00 5in $DR35 PVC SEW PIPE 8-10' 31,00 120 LF 040.00 8in SDR35 PVC SEW PIPE 10-12' 33.00 '1;'1 LF 510.00 8in $DR35 PVC SEW PIPE 12-14' 122 EA 16.00 STD SS MH 1.500.00 123 VF 65.00 Ex"r DEPTN OF MH 150.00 '124. EA 11.00 S'I'D SEW SERV CONNECT 12~ EA 2.00 CONNECT TO EX SS MH 700.00 12~ EA 11.00 PLUG EX EiE'v'V MAIN 1 127' LF 70.00 CONC ENCASE FOR SEW MAiN 50.00 lZ~ LF Z370,00 $$ TRENCH ~AFETY' 0.30 120 EA 5.00 REM EX SS MN CITY Or: COPPELL LANDSCAPING ANO IRRIGATION 130 LF 2200.00 6in IRRIGA SLEEVES 6.00 13'1 LF 2400.00 2In IRRIGA SLEEVES CITY OF COPPELL - DWU DEDUCT ITEM 132. L$ 1 .O0 ~ 0EDUCT · ~L~,NJLAS WATER UTILITIES ';~ 150LP LF 60.00 4in DI WTR PIPE '100.00 2ooSP LF 3500,OO 301nBARw~AI:'I:'EDCONCCYLWTR lg0,00 205 EA '1'1,,oo ~L c, Rcuu; w~Lo JO,NT$ ~,0O0,00 50~A EA 1.00 4in COMBO SERV Wf4in METER W/TR I0,000,00 (5,0OO,O0) 110,O00.O0 110,oDD.OD M.000.00 16,000,00 4~,500.00 75,000.00 35,O00.O0 17,000.00 2~.600.00 ~0,0OO.00 40.000.00 1 0.O0 0.00 0.00 840,O00.00 9.000.OO 161,200.00 2,400,00 t4,520.00 14,~00.00 14,060.00 2,;M,O.00 35,000.00 12,0OO.00 4,500.00 9.600.00 13.650.00 520,00 1,000,00 42,000.0O 2.?00.00 2,4OO00 3~,750,00 72,000.00 3,500.00 20.000.00 1Z,OOO,O0 15.000.00 7,50~,00 4.500.00 4.200.00 1.200.00 800.00 25,050,OO 325.00 15.600.00 1,~45,50 9.280.00 16,800,00 31.020.00 17,850,00 24,000.00 9,750.00 3,300,00 1.400.00 1.430.00 711,00 2,500.00 13,200.00 8.400.00 ($,ooo.oo) G,000.00 4~0,OOO.0O 1 '14,000,00 10,000.00 0.00 0.O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.O0 0,00 0.00 0.00 0.00 0.00 0.00 0o00 0.00 0.O0 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0,00 0,00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.o0 0,00 0.00 0.50 0.00 0.00 O.OO 0.~ O.OO 0.00 0, O0 000 0.o0 0.00 0.O0 0.O0 0.~ 0.00 0.00 O.O0 0.00 0.OD 0,00 0,00 0.00 0.00 0.00 0,00 o.oO 0.00 0.00 0,00 0.00 0.00 o,oo 0.00 0.00 0.00 0,00 0.00 0.00 0.O0 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00 0,00 0.00 0.00 0.00 0.00 0.0~ 0.00 0.00 0.00 0.00 000 O.O0 0.O0 0.00 0,00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.o0 O.O0 0.00 0.00 0.00 0.00 0.oo 0.00 O.OO O.OO 0,OD 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.00 0.00 0.00 o.o0 0.00 0,O0 0.~ 0.00 0.O0 0.00 0.00 0.00 0.00 O.OO 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.O0 0.00 0.00 O.OO 0.00 0.O0 O.OO 0.00 O.OO 0.O0 0.O0 0.O0 0.00 0.00 000 0.00 o.o0 0.00 o,00 0.00 0.o0 0,00 0.00 o.0o 0.O0 0.00 0.00 0.00 0.00 0.00 0.00 0,O0 0.00 0.00 0.00 0.o0 0.00 0,00 0.00 0,00 0,00 0.00 0.00 0,00 0.00 0.O0 0.OD 0.00 0.00 0.00 O.O0 0,OD 0.00 0.O0 0.O0 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0,00 0.00 O,OO 0.00 0.O0 O.OO 0,00 0.OD 0.00 0.00 0. O0 o, oo 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 ~.00 0.00 0.00 O.OO 0.00 0.00 0.00 0.00 0.00, 0.00 0.00 0.00 O.O0 0.00 O. OO 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SU~ TOTal. PAY M?OUE O.OO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.OO 0.00 0.00 0.0~ 0,00 0,00 O.OO 0.00 O.OO 0.00 0.00 0.00 0.00 0,00 1.t50.00 IWork~g Day~ for ~ul~tentlai Completion: 270 Worldng Day~ ~ to Date: IWor~ng Day~ for final Com?efJon: 300 I Recommended fo~ Payment:. REIVlAR~S: Campbell, ConstnJcEon I~spector . ..... IKennem M. (~ ..... En¢~erb)( I 510A EA 2,00 510J EA 1.00 ,512 EA 1.00 515F EA 3.00 $58A EA 1400 560B EA 1.00 576B EA 2.00 576C EA 1.oo 614A EA 1.oo 687A LS 1.00 e92C LF 3500.00 6930 EA 14.00 703 CY 325.0O ?04C CY 325.00 700 CY 325.00 707B CY 5O.00 77'10 LS 1.00 773A L$ 1 2039 EA 1.00 ~05BA EA 4.00 2069 IF 3500,00 GATE VALVE 4In 800,00 GATE VALVE & VAULT 30In 45,000.00 REM/SALV/DEL EX 30' GATE VALVE 1,000.00 6in TAPP BLOWOFF VALVE & ~ DIA 18,000.00 30iff DISH HEAD PLUGS W/21n THREA 4,500,00 FURN, I~ACE. CUT & PLUG WTR MAI 1,0O0.00 3in TY 2. AIR VALVE ASSY 9,~00,0 Gin TY 2 AIR VALVE ASSY 2~.000.00 ABANDON EXIST MANHOLE IN Pi. AC 1,000.00 MOVE-IN AND MOVE-OU~ TRENCH EXCAVA SAFETY & SUPPO 2,50 30in BUTT STRAP CLOSURE SECTIO ROCK FOUNDATION ;LOWABLE BACKFILL 95.00 SAND BACKFIU. 6.00 CL B CONCRETE 200.00 STRM WTR POLLUTION PREVENT PL 3.00000 DISP OF HEAVY CHLORINATED W~q 3,000.00 ADJ VALV~ STACKS/COVERS 150.00 ADJ WATER MANH 40in {JO 500.00 AOJ EXIST TY 2 AIR VALVE 500.00 [NVESTIGATION OF EXIST INFRASTR 500.00 AB/~NDON EXIST WATER MANHOLE 500.00 ABANDONMENT AND REMOVAL OF 4.O0 ,~00.O0 ¢5.000.00 1,O00.O0 54.000.00 83,o0o.oo ,ooo. oo B,400.00 25,000,00 .O00.00 o.ooo.oo 8,7O0,00 $4,000,00 5,850.00 30,22~.00 10,000.00 3,0O0,00 3.000.00 150.O0 ~00.00 500.00 17,500.5O 2,000.00 4.o00.00 o. O0 o.oo 8,427,384,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0,00 0.00 0.00 0.O0 0.00 0.00 0.00 MONTH OEDUCTIONS SUB TOTAL RETAINAGE SUB TOTAL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.O0 0.O0 0.00 0.00 0.00 0.00 0.00 0.00 0,oo 0.00 O.00 0.00 0,00 0.00 23.00000 0.5O 23,O00.O0 1,150.00 21,~5o. oo 0,00 o.o0 0.00 0.00 0,00 o.00 0,00 0.00 0.00 0.00 0,O0 0.00 0.00 O.OCl 0.O0 000 0.00 0,00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 TO DATE DEDUCTIONS SUB TOTAL RETAINAGE 5% PREV PAY AM"r DUE 0.00 0.00 0.00 0.00 0.00 0.O0 0,00 0.00 0.00 0.00 0.O0 0.00 0.00 0.O0 0.O0 0.00 0,O0 0.00 0.00 0.00 0,00 0.00 23,000.00 0,00 23,000.O0 t.150.00 0.00 21.8~0.00