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ST9801-CS 991031
LOCATION SANDY LAKE ROAD TO SH 121 FROM OCTOBER 1, 1999 BID DATE_ FEBRUARY 25, 1999 TO OCTOBER 31, 1999 ENGINEER FREESE NICHOLS, INC. OWNER__ CITY OF COPPELL ITEM UNIT BID DESCRIPTION BID TOTAL QUANTITY AMOUNT QUANTITy AMOUNT - -- QUANTITY -- PRICE COST THIS MONTH -~-- TO DATE --- PART A - WATER LS* LF 3! LF 4' LF 5 LF 6~ LF 7~ TN 8! EA 9~ EA 10! EA 11 EA 12 EA 13 EA . 14 EA ~ 15 EA ! 16 EA . 17 EA ' 18i EA: 19! EA 20; LF LINE IMPROVEMENTS 1.00 ~ MOBILIZATION & DEMOB 13.00 16" C900 CL 200 DR14 PVC 196.00 ;8" C900 CL 200 DR14 PVC 4.00; 10" C900 CL 200 DR14 PVC 5,582.00 ~ 12" C900 CL 150 DR18 PVC 20.00 16" C900 CL 150 DR18 PVC 3.20 i DI FITTINGS 1.00 6" GATE VALVE & BOX 11.00 8" GATE VALVE & BOX ~5.00 12" GATE VALVE & BOX 1.00.16" GATE VALVE & BOX 2.00 iAIR REL VALVE 2 16.00 i FIRE HYDRANT ASSY & 6 G 1.00 ': RELOC EXIST FIRE HYDRANT 2.00 [ RECONNECT EXIST WTR SERV 14.00 ]CONNECT TO EXIST 8 WTR 2.00 iCONNECT TO EXIST 10 WTR 2.00 CONNECT TO EXIST 12 WTR 1.00 CONNECT TO EXIST 16 WTR 5,977.00 TRENCH SAFETY FOR WTR LI ....... _21; SY* _ 100z0_9_T_E_M_P. EG~" HMAC RDWAY MATL .... 21, SY* _ 6_50_.~002TEMP 6" HMAC RDWAY MATL PART B - PAVING AND DRAINAGE IMPROVEMENTS 2 LS 1.00 EROS & SEDIMENT CTRL 3 EA 28.00 ADJ EXIST WTR VALVE BOX 4 EA 5.00 ADJ EXIST MH RIMS TO GRA 5 = EA 2.00: ADJ EXIST WTR METER BOXE 6 CY 12,400.00 UNCLASS ST EXCAVA 7; CY 5,060.00 COMPACT FILL 8[ SY "~7f31.00 8 LIME STAB 9; SY 3,042.00 6 LIME STAB 10, TN 498.00 LIME FOR RDWAY SUBGRADE 11 ' TN 64.00 LIME FOR TRAIL SUBGRADE E, 5~00 6" REINF CONC HIKE & BIKE ........ ~'~"S~ ' 911.00 4" REINF CONC SIDEWALK ........ 1~' ~Y ' ~8 '6~'A~'DRWAY TRANSITI 16' SY ' ~6~"~ REINF CONC DRWAY 17 LS .... ~:0~"6 REINF DBL CONC DR W/S 18 j SY ~ '~,0~'~ REINF CONC ALLEY PAVE 195 LF :~d, dbo.oo~ MONO CURB 20; SY 817.00 2HMAC~DSURFCOURSE 21 ~ SY ...... 817.00 6 HMAC ~ B BASE COURSE 221 LF 332,00 3" SCH 40 PVC CONDUIT 23 ~ SY 242.00 BRICK PAVERS FOR BIKE TR 24 ~ ~ * ~b~'fiF~R~ER FREE ~MP 25 ~ EA .... 6.00 ~Y I MODIF BARRIER FREE 26 EA 620~+T~ II B'~RRIER FREE ~MP 27 LS 1.00 TRAFF CTRL & BARRICADES 28 EA 16.00 T~FF SIGN ASSY .... 2~ ' 4.00 ~PAINTED PIPE BOL~RDS 30; LF 160.00 18"THERMOSTOPBARS~1 31: EA ' 2,~5~.~'~;~EL NON REF BUffON 32 ~ EA 45600 4" YEL REF BU~ON ...... 33 7~ ~ '~:~"'~;"~HITE NON REF BU~ON ~ EA 17.00 4"BLUE REFBU~ON 35~ LF 130.00 REM & DISP OF EXIST MTL 36; LF 613.00 TXDOT PR-1 RAILING 37i LF 10.00 CL III RCP 18" 38 LF 1,403.00 CL III RCP 21" 39 LF 89.00 CL III RCP 24' 40 LF 19.00 CL III RCP 27" 41 LF 853.00 CL III RCP 30" ~"42 LF ' 35~0 "CE 111R~P 96" 43 LF 299.00 3-10'X6' MULTI C-I-P CON 44 CY 14.00 3-10'X6' MULTI BOX CULVE 40,000.00 140.000.00: 0.50 70,000.00 t 0.50i 70.000.00 26.25 341.25; 0.00 0.00 ~ 0.00 ! 0.00 28.70 5,625.20 J 0.00 0.00 0.00: 0.00 86.30 353.20, 0.00 22.95 128,106.90~' 1,974.00 45,30 , 1,974.00 45,303.30 42.75 855.00 0.00 0.00 i 0.00 0.00 3,600.00 11,520.00; 4.60 ~ 16,560.00 4.60 16,560.00 1,100.00i 1,100.00 700.00 ~ 7,700.00, /~ ' 21.ooo.oo, 5,000.00 ! 1,800.00: 3,600.00 ~ 1,900.00 ~ 30,400.00: 750.00 750.00 550.00 1.100.001 1,000.00 14 000.001 1,100.00 2 200.00 j 1,200.00 2,400.00 ~ 1,800.00 1,800.00: 1.25. 7,471 15.00. 1,500.00 15.00 9,750.00 50,000.00 i 50.000.00 0.00 20,000.00 j 20,000.00 0.00 150.00i 4,200.00 0.00 500.00 j 2,500.00 0.00 150.00~ 300.00 ' 0.00[ 0.00! 5.00 ~ 62,000.00 0.00 r 0.00: 2.50 i 12,650.00 0.00 i 0.00 1.50; 35,596.50 0.00 0.00 2.00 6,084.00 0.00 0.00! 100.00 49,800.00 0.00, 0.00! 100.00 6,400.00 0.00! 0.00 24.55 555,321.00 0.00 ' 0.00 24.00 60,480.00 0.00: 0.00 22.00: 20,042.00 0.00 15.00: 2,355.00 0.00 32,00 11,584.00 0.00 7,500.00 ~ 7,500.00 100.00 400.00 1.20 ! 12,000.00 5.00 ~ 4,085.00 15.00; 12,255.00 10.00 3,320.00 35.00 8,470.00 600.00 1,200.00 650.00 3,900.00 650.00 3,900.00 25,000.00 25,000.00 250.00 4.000.00 200.00: 800.00 6.30: 1,008.00 3.15~ 8,990.10 7.35: 3,351.60. 3.15: 78.75 8.00 136.00 5.00 ' 650.00 75.00 45,975.00 50.00 500.00 33.00 46,299.00 40.00 3,560.00 47.00 893.00 49.00 41,797.00 400.00 14,000.00 800.00' 239,200.00 400.00' 5,600.00 0.00; 0.00 0.00: 0.00; 0.00 i 0.00 ! 0.00 ~ 0.00: 0.00 0.00 0.00; 0.00 i 0,00 i 0.00 :: 0.00 ! 0.00 i 000I ~00 I 0 000~ 0~00 I 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: 0.00 1 0.00 0.00 ! o.oo: o.oo; o.oo. o.oo 0.00; 0.00 l 0.00 e 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 0.00 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 0.00 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 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 0.00 0.00 0.00 ODe 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 O.O0 O.OO 0.00 O.Oe 0.00 0.00 0,00 JOB NO. 946 PROJECT_ COPPELL ROAD LOCATION SANDY LAKE ROAD TO SH 121 FROM OCTOBER 1, 1999 BID DATE_ FEBRUARY 25, 1999 TO OCTOBER 31, 1999 ENGINEER FREESE NICHOLS, INC. OWNER__ CITY OF CQPPELL ITEM UNIT BID DESCRIPTION BID TOTAL QUANTITY AMOUNT QUANTITY AMOUNT .... QUANTITY --- PRICE COST THIS MONTH --:--- TO DATE ---- PART A - WATER LINE IMPROVEMENTS I i LS* 1.00 [MOBILIZATION & DEMOB 2i LF 13.00 16" C900 CL 200 DR14 PVC 3~ LF 196.00 ~,8" C900 CL 200 DR14 PVC 4 LF 4.00; 10" C900 CL 200 DR14 PVC 5 LF 5,582.00~ 12" C900 CL 150 DR18 PVC 6 ~ LF 20.00 16" C900 CL 150 DR18 PVC 7: TN 3.20;DI FITTINGS 8 ! EA 1.00: 6" GATE VALVE & BOX 9 ~ EA 11.00 8" GATE VALVE & BOX 10~ EA 15.00 12" GATE VALVE & BOX 11 ~ EA 1.00 16" GATE VALVE & BOX 12 EA 2.00 AIR REL VALVE 2 13 EA 16.00 i FIRE HYDRANT ASSY & 6 G 14 EA 1.00 ~ RELOC EXIST FIRE HYDRANT 15 EA ' 2.00 ~RECONNECT EXIST WTR SERV 16~ EA , 14.00 ~ CONNECT TO EXIST8WTR 17~ EA: 2.00 ! CONNECT TO EXIST10 WTR 18 ! EA ' 2.00 ~CONNECT TO EXIST 12 WTR 19: EA 1.00: CONNECT TO EXIST 16 WTR 20 LF 5,977.00 TRENCH SAFETY FOR WTR LI 21 SY* 100.00 TEMP 6" HMAC RDWAY MATL · .... 21 SY'_ 650.00~T~E_M~P6"HMACRDWAYMATL PART B - PAVING AND DRAINAGE IMPROVEMENTS 5 6 7 8 9 10 11 12 LS 1.00 PREP ROW LS 1.00 EROS & SEDIMENT CTRL EA 28.00 ADJ EXIST WTR VALVE BOX EA 5.00 ADJ EXIST MH RIMS TO GRA EA 2.00 ;ADJ EXIST WTR METER BOXE CY 12,400.00 UNCLASS ST EXCAVA CY 5,060.00 COMPACT FILL SY 23,731.00 8 LIME STAB SY 3,042.00 6 LIME STAB TN 498.00 LIME FOR RDWAY SUBGRADE TN 64.00 LIME FOR TRAIL SUBGRADE SY' 22,620.00 8" REINF CONC PAVEMENT 13 SY 2,520.00 6" REINF CONC HIKE & BIKE 14 SY 911.00 4" REINF CONC SIDEWALK 15 SY 157.00 6 GRAVEL DRWAY TRANSITI 16 L~S_Y_ . _. 36_2.00~6 REINF CONC DRWAY 17: LS 1.00 6 REINF DBL CONC DR W/S 18 ~ SY 4.00 6 REINF CONC ALLEY PAVE 19i LF 7_l~d, 0b0~0 6 MO_N__O CURB 20 ! SY 817.00 2 HMAC TY D SURF COURSE 21 ~ SY .... 817.00 6 HMAC TY B BASE COURSE 22 i LF 332.00 3' SCH 40 PVC CONDUIT 23 ~ SY "~.4~6'b'BRICK PAVERS FOR BIKE TR 24 ! EA ",~b6~'Y I BARRIER FREE RAMP 25, EA 6.00 TY I MODIF BARRIER FREE 26 ~ EA 6.00 TY II BARRIER FREE RAMP 27' LS 1.00 TRAFF CTRL & BARRICADES 28: EA 16.00 TRAFFSIGNASSY 29. EA 4.00 6 PAINTED PIPE BOLLARDS 30~ LF . __16_0.00 18' THERMO STOP BARS TY 1 31 r EA 2,854.00 4" YEL NON REF BUTTON 32 EA 456.00 4" YEL REF BUTTON 33 EA 25.00 4" WHITE NON REF BUTTON 34 EA 17.00 4" BLUE REF BUTTON 35' LF .... i3~]3~)'+R~M'&'blSPOFEXISTMTL 36 ~ LF .... 61~.00 'TXDOT PR-1 RAILING 37 i LF 10.00 CL III RGP 18" 38! LF' ' 'l~i65T~6*CL~I RCP 21' 39~ LF .... 89.0~ 'CL Ill RCP 24" 40: LF' 19.00*CLIliRCP27" 41" LF 853.00 ~C~III RCP 30" 42 LF .... :j5.'60 *CL III RCP 96" 43 LI~"' 299.0~ '5::t0'X6' MULti C-I-P CON 44 CY 14.00 3-10'X6' MULTI BOX CULVE 140,000.00 140,000.001 0.50 70,000.00 26.25 341.251 0.00 0.00 26.?0 5.63 : 0° 0.00 0.00 88.30 . 0.00 0.00 22.95 128,106.90~ 1,974.00 45,303.30 42.75 855.00 0.00 0.00 3,600.00 11,520.00 4.60 16,560.00 1,100.00i 1,100.00 0.00 0.00 700 00, 7,700.00, 4.00 2,800.00 16:, F,00:0000 21,000.00i 6.00 6.400.00 5,000.00~ 0.00 0.00 1,800.00! 3,600.00 [ 0.00 0.00 1. :00 30,400.00,5.00. 9,500.00 750.00 ! 0.00 [0.00 550.00 r 1,100.00 i 0.00 = 0.00 1,000.00 ! 14,000.00 0.00 0.00 1,100.00 ! 2,200.00 0.00 0.00 1,800.00 ~ 1,800.00 ~ 0.00 [ 0.00 1.25 ! 7,471.25 I 974.00 i 2,467.50 15.00 i 1,500.00 0.00 1 0-00 15.00: 9,750.00 0.00] 0.00; 50,000.00 20,000.00 150.00 500.00 150.00 5.00 2.50. 1.50, 2.00 100.00: 100.00 24.55 24.00 22.00 ~ 1500 32.00 7,500.00: 100.00 1.20 ! 5.00 ~ 15.00: 10,00 = 35.00 600.00 650.00'~ 650.00 25,000.00 250.00 200.00 6.30 3.15 7.35: 3.15 8.00 5.00 ' 75.00 50.00: 33.00: 40.00; 4?.00: 49.00 400.00 800.00 ' 400.00' 50,000.00 20,000.00 4,200.00 2,500.00 300.00 62,000.00 12,650.00 35,596.50 6,084.00 49,800.00 6,400.00 555,321.00 60,480.00 20,042.00 2,355.00 11,584.00 7,500.00 400.00 12,000.00 4,085.00 12,255.00 3,320.00 8,470.00 1,200.00 3,900.00 3,900.00 25,000.00 4,000.00 800.00 1,008.00 6.990.10 3,351.60 78.75 136.00 650.00 45,975.00 500.00 46,299.00 3,560.00 893.00 41,797.00 14,000.00 239,200.00 5,600.00 0.00 o.oo 0.00 0.00 = 0.00 [ 0.00 i 000~ 000~ . 0 O0 . 0.00 i 0.00 ] 0.00 ~ 000[ ' 0.00 r 0.00 '. 0.00 ! 0.00 i 0.00 ', 0.00: 0.00 j 0.00 0.00 j __ 0.00 i o.oo oofo 0.00: 0.00 0 O0 ! 0.00 0.00 i 0.00 0.00 i 0.00 0.00 ~ 0.00 0.00 ! 0.00 [ ..... 0.00: __ _ O.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 i 0.00 0 00 0.00 · I 0.00 i 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 0,00 0.00 0.00 0.00 0,00 0.00 0.00 0,00 0.50 i 70.000.00 0.001 0.00 0.00 { 0.00 0.00 = 0.00 1,974.00 45,303.30 0.00 0.00 4.60 16,560.00 0.00 0.00 4.00 2,800.00 6.00, 8,400.00 0.00 O.OO 0.00: 0.0O 5.00, 9,500.00 0.00 ! 0.00 0.00 ~ 0.00 0.00 0.00 0.00 ' 0.00 0.00 0.00 0.00 0.00 1,974.00 2,467.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ~ 0.06 0.00 ~ 0.00 i 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 0.00 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 0.00 0.00 0.00 0.00 0.00 0.00 O.Oe 0.00; 0.00 0.00 ! 0.00 i 0.00 0.00 O.OO 0.00 i 0.00 0.00 ~ 0.00 0.00 { 0.00 0.00 i 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 ,+ 45 ! SY 46 EA 47 EA 481 EA 491 EA 50 EA 51 LF 52 LF 53 LF 54 CY 55 ~ SY 56 i SY* ,~ EA EA 59i EA 601 SY LF 63I ! LF 641 EA 65 ! EA C 6.00 DISSIP 600.00 5.00.4' SQ STD STRM DRAIN MH 2,200.00 15.00; 10' RECESS CURB INLET 2,000.00 1.00~ 10' STD CURB INLET 2,000.00 1.00 ! 4' SQ DROP INLET W/CONC 2,500.00 43O.00 i EARTHEN DRAIN SWALE 7.00 6.00 i JACK &BORE 24 RCP UNDE 300.00 2,708.00 ~ TRENCH SAFETY FOR STRM D 1.75 560.00 ! UNCLASS CHANNEL EXCAVA 6.00 1,176.00 j 12" GROUTED ROCK RIP RAP 38.00 376.0O 6" REIN CONC RIP RAP 44.00 142.00 TREE REMOVAL & DISPOSAL 160.00 25.00 TREE REMOVAL & REPL 200.00 15.00 5 GAL RED TIP PHOTINIA S 50.00 10,288.00 !HYDROMULCH SEEDING 0.75 8,620.00 i BERMUDA BLOCK SODD 2.75 2,076,00 ! REM/REP EX BARB WIRE FENCE 4.00 190.00 ~REM/REP EX WOOD SPLIT RAIL FEN 14.00 20.00 I ADJ EXIST IRRIGA SPRINKL 250.00 1.00 i SLOPED END TREATMENT FOR 5,000.00 i 2,100.00 0.00 3,600.00 0.00 11,000.00 0.00 30,000.00 0.00 2,000.00 0.00 2,500.00 0.00 3,010.00 0.00 1,800.00 0.00 4,739.00 0.00 3,360.00 0.00 44,688.00 0.00 16,544.00 0.00 22,720.00 50.00 5,000.00 0.00 750.00 0.00 7,716.00 0.00 23.705.00 0.00 8,304.00 0.00 2,660.00 0.00 5,000.00 0.00 5,000.001 0.00 2,000,949.75 MONTH DEDUCTIONS SUB TOTAL RETAINAGE 5% SUB TOTAL Calendar Days for Substantial Completion: 240 ~ Calendar Days Used to Date: Calendar Days for Final Completion: 240 Recomme for R ! REMARKS: · I Cfiy of : ction onstmction Com ~7 Rob~ D. We~r, Project Engineer 28 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 0.001 0.00 0.001 0.00 0.00 [ 0.00 0.00 i 0.00 0.00 ! 0.00 8,000.00 ! 50.00 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 ! 0.00 163,030.80 TO DATE 0.00 DEDUCTIONS 163,030.80 SUB TOTAL RETAINAGE 8,151.54 5% PREV PAY 154,879.26 AMT DUE 0.00 0.00 0.00 0.00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 8,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 163,030.80 0.00 163,030.80 8,151.54 0.00 d54,879.26_/,~ 5r go C ~ COPPELL ROAD RECONSTRUCTION PROJECT PROJECT NO. ST 98-01 BREAKDO WN OF EXPENDITURES Completed to Date Less 5% Retain age Total Less Retainage Less Previous Payments Total Due this Estimate Paving / Drainage Water / Sewer TOTAL 15'q-,~ ~1~