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ST9602-CS 991115
CMAQ PROJECT #10 11/15/99 I Beltfine & Bethal & Beltline & Bethal & MacArthur Denton Tap UNIT TOTAL MacArthur Denton Tap ITEM NO. DESCRIPTION UNIT (QUAN) COST ($) COST COST COST i0100-5(X:)2 iPREPROW h(M 0.1 0.1 $ 25~000.00 2~5C)0.00 215(X).00 0104-5001 REMOVE CONC (PAVMNT) M2 183.5 120.2 303.7 $ 12.45 31779.85 21283.'64 1,496.01 ;0104-XXX IREMOVECONC(DRVVY) M2 15.3 15.3 $ 13.80 211.14 211.14 ~0104-5013 REMOVE CONC (CURB & CLFFFER) M 127.2 98.2 225.4 $ 6.43 1~449.32 818.09 631.23 ;)110-5001 EXCAVATION (RDWY) FVl3 235.0 115.0 350.0 $ 2.20 766.90 516.26 252.64 )160-5006 FURNISH AND PLACE TOPSOIL (CL II)(100 MM) M2 354.0 330.0 684.0 $ 0.45 307.80 159.30 148.50 3162-5002 BLOCK SOOOING (BERMUDA) h42 236.0 220.0 456.0 $ 3.00 1~368.00 708.00 660.00 ;)168-5001 VEGETATIVE WATERING ~.L 3.0 3.0 6.0 $ 2.05 12.30 6.15 6.15 )340-5002 IASPHALT CONC (TY B)(BASE')(100 MM) MGR 425.0 205.0 630.0 $ 50.00 311500.00 21~250.00 101250.00 3360-5017 ~CON PAV (CPCD)(200 MM) FVl2 590.0 285.0 875.0 $ 30.02 26,267.47 17,711.78 8~555.69 ~423-5007 ~RETAININGWALL(MSE') ~t2 150.0 150.0 $ 300.00 451000.00 45t000.00 ;)464-5005 ;RCP(CLIII)(6OOMM) F~ 3.5 3.5 $ 105.15 368.03 368.'03 ~04~ itNLET (COMPLETE) (T'Y I.-I) EA 1.0 1 .O ! $ 2~160.00 21160.00 2~160.00 !0465-5308 ;INLET (RECESSED)(4.267 M) ~E.~ 1.0 1.0 ; $ 3,477.74 3,477.74 3,477.74 i0479-5005 iADJUST INLET (CAP} 1.0 1 .O $ 350.00 350.00 350.00 3500.5001 MOBILIZATION iLS 0.5 0.5 1 .O $ 50~000.00 50~000.00 25~000.'00 25~000.00 ;~432-5G31 !BARRICADE~. ~IGNS & TPj~F HANDLE (SIGNIN iMO 1.0 1.0 2.0 ; $ 2~17.5.06 4~350.16 2,175.06 2~175.06 )529-5029 !CONCR~FI= CUNB AND GUiTP_~ ~f II) ~M 124.0 102.0 226.0 $ 30.00 6~780.00 3~120.00 ~0,-5001 !DRIVEWAYS (CONC)(150 MM) M2 24.0 24.0 $ 55.84 1,340.12 1,340.12 !0618-5011 ~CONDUIT (PVC} (SCHD 40') (,50 MM) M 41.9 41.9 $ 8.82 369.56 369.56 0618.5013 CONDUIT(PVC)(SCHD40)('/5MM) :M 14.0 3.0 17.O $ 15.38 261.46 215.32i 46.'14 ~0618-5034 CONDUIT (PVC) (SCHD .40) (75 MM} (BORE) :M 29.8 22.7 52.5 $ 61.50 3,228.75 1,832.70 1,396.05 :0618-5045 CONDUIT(PVC)(SCHD40)(25MM) M 10.0 10.O $ 10.25 102.50 102.50 :06205004 ELEC CONDUCi'OR (NO.6) BARE M 91.3 91.3 $ 1.54 140.80 140.60 0620-5010 ELEC CONDUCTOR (NO. 6) INSULATED M 91.3 72.4 163.7 $ 2.27 372.29 207.64 164'66 0624-5001 GROUND BOX TY A (122311 ) W/APRON EA 4.0 2.0 6.0 $ 481.25 2~767.50 1 ~845.00 922.50 0644-5001 SMALL RDSD SGN ASSM ('l"f A') EA 4.0 1.0 5.0 $ 328.21 1 ~641.07 1 ~31286 328.21 0656-5003 FND FOR TRAF SIG (600 MM DRIL SHFT) M 1.6 1.6 $ 461.25 738.00 738.00 0656-5004 FNDFORTRAFSIG(750MMDRILSHFT) M 3.1 3.1 $ 486.88 1,509.33 1,509'.33 0662..5023 WRK ZONE PAV MRK REMOVAL (Y) (100MM)(S M 122.5 122.5 $ 4.69 574.23 574.23 0. 70 M 36.8 38.65 39. 1,..7.. 0668-5071 PREFAB PAV EA 4.0 4.0 $ 268.18 1~072.73 lr072.73 0668-5075 PREFAB PAY MRK TY C (W) (WORD) EA 2.0 2.0 $ 288.33 576.67 576.67 0668-5079 pREFABpAVMRKTYCON)(RRXJNG) EA 4.0 4.0 $ 1~000.00 4~000.00 4~000.00 0672-5010 RAIS PAV MRKR CL B (REFL) "rY II-C-R EA 32.0 32.0 $ 3.84 122.73 122.73 0672-5018 RAIS PAV MRKR CL C (TRAF BTN) TY W EA 54.0 11.0 65.0 $ 3.29 214.06 177.83 36.'23 0678-5006 PAV SURF PREP FOR MRKS (600 MM) M 36.8 36.8 $ 6.00 220.80 220.80 0678-5021 PAV SURF PREP FOR MRKS (ARW) EA 4.0 4.0 $ 37.85 151.40 151.40 0678-5022 PAV SURF PREP FOR MRKS (WORD) F_A 2.0 2.0 $ 28.44 56.87 56.87 0678-5~ PAV SURF PREP FOR MRKS (RR.) EA 4.0 4.0 $ 32.00 128.00 128.00 0680-5001 INSTALL OF HWY TRAF SIG (ISOLATED) EA 1.0 1.0 2.0 $ 4,000.00 8,000.00 4,000.00 4,000.'00 0684-,54X)7 TRAF SIG CBL ('I'Y A) (7CONDR) (12 AWG) M 61.4 72.4 133.8 $ 4.10 548.58 251.74 296.84 0684-5046 TRAFSIGCBL(.~fV~(2CONDR')(18AWG) M 317.4 317.4 $ 1.39 439.69 439.69 06~&5011 VEH DETECT (S UT) M 53.0 53.0 $ 20.50 11066.50 1~086.50 5229-5001 REMOVE BRICK PAVER8 AND SALVAGE M2 76.6 76.6 $ 110.00 8,427.10 8~427.10 5229-5002 INSTALL BRICK STREET PAVERS M2 18.5 13.5 32.0 $ 110.00 3~520.00 i 2~035.00 1,485.'00i x~x-~ooo~ EX'rEND RUBBERIZED RAILROAD X-ING M 3.0 3.0 $ 11.50 34.50 34.50 x~x-xx~ RELOCATE RR POLE AND FLASHING LIGHT LS 1.0 1 .O $ 35~000.00 35,000.00 ~ 35~000.00 :o(~-xxxx REPLACE AUTOMA'~C RAILROAD GATE LS 1.0 1 .O $ 15,000.00 15,000.00 151000.00 CMAQ TOTAl.S: INTERSECTION SPECIFIC COSTS $ 276,183.64 $ 202,782.14 $ 73,401.51 PLUS SHARE OF LUMP SUM COSTS PLUS 10~ CONTINGENCY 27,618.36 201278.21 7f340.15 TOTAL :1 $ 303,802.01 $ 223,060,35 $ 80,741.66 Page 1 Cost_e--l~ds 11/15/99 CMAQ PROJECT #10 I Beltline & Bethal & Beltllne & Bethal & MacArthur Denton Tap UNIT TOTAL MacArthur Denton Tap ITEM NO. DESCRIPTION UNIT (QUAN) COST {$) COST COST COST 0100-5002 PREP ROW KM 0.1 0.1 $ 251000.00 2,500.00 21500.00 0104-5001 REMOVECONC(PAVMNT) M2 183.5 120.2 303.7 $ 12.45 i 3~T/9.85 2,283:84 114~6.01 0104-=, M2 16.3 15.3, 13..02..1. 211.1. U M 127.2 98.2 225.4 $ 6.43 i 11449.32 818~09 i 631.23 0104-5013 C | II'J'0 0110-5001 EXCAVATION(RDVVY) M3 235.0 115.O 350.0 $ 2.20: .768.90 516.26 i 252.64 0160-5006 FURNISH AND PLACE TOPSOIL (CL IDOl00 MM) M2 354.0 330.0 684.0 $ 0.45 i 307.80 159,30 148.50 0162-,5002 BLOCK SODDING (BERMUDA) M2 236.0 220.0 456.0 $ 3.00 i lt368.00 708.00 660.00 01685001 VEGETATIVE WATERING KL 3.0 3,0 6.0 $ 2.05 I 12.30 ! 6.15 6.15 0340-5002 ~,SPHALTCONC (TY B)(BASE)(100 MM) MGR 425.0 205.0 630.0 $ 50.00 I 31~500.OO ! 21,250.OO 10,250.00 03605017 CON PAV (CPCD)(200 MM} M2 590.0 285.0 875.0 $ 30.02 26,267,47 E 17~711.78 8t555.69 0423-5007 RETAINING WALL (MSE) M2 150.0 150.0 $ 300.00 45tQ00.OO ~ 451000.OO M 3.5 3.5 $ 105.15 368.03 i 368*.03 0464*5005 RCP (CL 111)(600 0465-0508 INLET(COMPLETE) %1~ EA 1,0 1.0 $ 2~15O.OO 2.15O.OO I 2,1OO.OO 0465-5308 INLET _C¢:-&c:l=r})(4. M) EA 1.0 1.0 $ 3~477.74 31477.74 i 3:477.74 0479-5005 ADJU INLET (CAP) EA 1 .O 1 .O $ 350.00 350.00 350.OO 0500-5001 MO~EIT~,TION LS 0.5 0.5 1.0 $ 5O~000.OO 5Oz0O0.OO 25mOO0:OO 25~(XX).OO 0502-,5001 BANffiCAUFS SIGNS & TRAF HANDLE (SIGNIN MO 1.0 1.0 2,0 $ 21175.0~ 4~3,50.18 2~175.08 2a175.08 0529-,5029 P.,(;)NCHk:iI::CL~I~BANDGUIII::K(1Yll) M 124.O 102.O 226.0 $ 30.00 617OO.00 31720.00 3~0~O.00 0530-5001 DRIVEWAYS (CONC')(15O MM) M2 24.0 24.0 $ 55.84 1,340.12 1,340.12 M 41,9 41.9 $ 8.82 369.56 369~56 0618-5011 CONDUFF O:NC) (SCHD 40) (,50 M:~ 46.'14 0618-5013 CONDUIT~:~V/C)(SOHD40)(75M M 14.0 3.0 17.0 $ 15.38 261.48 215.32 0618-5034 CONOUFF SOHD 40) (75 MM) (SO E) M 29.8 22.7 52,5 $ 61.50 3,228.75 1~832.70 11396.05 0618-5045 CONDUIT(PV SCHD,t~) 5E~/IM) M 10.0 10,0 $ 10.25 102.50 102.50 0620*5004 ELECCONDUCTOR(NO. E M 91.3 91.3! $ 1.54 140.60 140.60 0620.5O10 ELEC CONDUCTOR (NO. INSULATED M 91.3 72.4 163.7 j $ 227 372.29 207.64 164'.86 0624-5001 GROUND BOX TY A (122311) W/APRON EA 4.0 2.0 6.0 1 $ 461.25 21767.5O 1:845,00 i)22.5O 0644-5001 SMALL RDSD SON ASSM (TY A) EA 4.0 1.0 5.0 : $ 328.21 11641.07 1,312.86 326.21 0656-5003 FND FOR TRAF SIG (TCX:) MM DRIL SHFT) M 1.6 1.6 i $ 461.25 738.00 738.OO 0656-5004 FNDFORTRAFSIG 50MMDRILSHFT) M 3.1 3.1 ~$ 488.88 1,509.33 1,509.'33 0662.5023 ~NRKZQNEpAVM~t(~(REMOVAL~Ili'~i(ilooMM)(S M 122.5 122.5 $ 4,69 574.23 574.23 0668-5070 pREFABpAVMRKTYCON)(600 (SLD) M 36.8 36.8' $ 39.35 1~447.OO 1,447.'90 0668-5075 13 (~RRC~i~G EA 2.0 2.0 $ 288.33 576.67 576.67 066&.5O79 PREFABPAVMRKTYC(VV) ) EA 4.0 4.0 $ ll000.OO 4:000.00 4~000.OO OO72-,,=Z)10 RAIS PAV MRKR CL B (REFL TY II-C-R EA 32.0 32,0 $ 3.84 122.73 122,73 0672-5016 RAISpAVMRKRCLC((~'~B'rN)TYW EA 54.0 11.0 65.0 $ 3.29 214.06 177.83 36.'23 0678-5006 PAV SURF PREP FOR MRKS (600 MM) M 36.8 36.8 $ 6.00 220,80 220.80 0678-5021 PAV SURF PREP FOR MRKS (ARW) EA 4.0 4,0 $ 37.85 151.40 151.40 0678-5022 PAV SURF PREP FOR MRKS (WORD) EA 2.0 2,0 $ 28.44 56.87 56.87 0678-5'" PAV SURF PREP FOR MRKS (RR) EA 4.0 4.0 $ 32.00 128.00 128.00 0680..5001 EA 1.0 1.0 2.0 $ 4:000.00 8:000.00 4t000.OO 4~000.'OO M 6,.. 72.4 133.S. ..10 2,1.7. 18 0684-5046 rRAFSIGCBL C)(2CONDR)( AWG) M 317,4 317,4 $ 1.39 439.69 439,69 068&5Oll VEHDETECT(SAWCU'r) M 53.0 53.0 $ 20.50 1~088.50 1~066.5O N SAVAGE M2 76.6 76.6 $ 110.00 8~427,10 8~427.10 5229-5001 REMOVE BRICK PAVERS A D L 5229-5002 ~NSTALL BRICK STREET PAVERS M2 18.5 13.5 32.0 $ 110.OO 31520,OO 2~035.OO 11485;OO xxxx-xxxx I EXTEND RUBBERITFn RAILROAD X-tNG M 3.0 3.0 $ 11.50 34.50 34.50 xxxx-xxxx RELOCATE RR POLE AND FLASHING LIGHT LS 1.0 1.0 $ 351000.OO 35~000.OO 35~000.00 xxxx-xxxx !REPLACEAUTOMATICRAILROADGATE LS 1.0 1,0 $ 15~000.OO 15~000.OO 151000.OO CMAQTOTALS: INTERSECTION SPECIFIC COSTS $ 276,183,64 $ 202,782.t4 $ 73~40t.51 PLUS SHARE OF LUMP SUM COSTS PLUS 10~ CONTINGENCY 211618,30 20,278.21 7,340.15 TOTAL: ~ $ 303,802.01 $ 223,060,35 $ 80,741.66 Page 1 Cost_r-l~ds 11/15/99 CMAQ PROJECT #10 I Beltline & Bethal & Beltline & Bethal & MacArthur Denton Tap UNIT TOTAL MacArthur Demon Tap ITEM NO. DESCRIPTION UNIT (QUAN) COST ($) COST COST COST 0100-5002 PREP ROW KM 0,1 0,1 ; $ 25f000.00 2~500,00 2~500.00 0104-5001 REMOVECONC(PAVMNT) M2 183.5 120.2 303.7 $ 12.45 3f779.85 2,283'64 1~496.01 0104-X,XX REMOVECONC(DRWY) M2 15.3 15.3 $ 13.80 211.14 211.14 0104-5013 REMOVECONC CURB&CUTTER) M 127.2 98.2 225.4 $ 6.43 1~449.32 818.09 631.23 011 21 M3 235.0115.0 360.0, 2.20.7..80615.20252.. I 1 M2 0160-5006 TOPSOIL (CL/)( 00 MM) 354.0 330.0 684.0 $ 0.45 307.80 159.30 148.50 0162-5002 BLOCKSCODING (BERMUDA) M2 236,0 220.0 456.0 $ 3.00 1~368.80 708.00 660.00 01685001 VEGETATIVE WATERING KL 3.0 3.0 6.0 $ 2.05 12.30 8.15 6.15 0340-5002 ASPHALT CONC (1Y B (~iBASE)(100 MM) MGR 425.0 205.0 630.0 $ 50.00 311500.00 211250.00 10,250.00 0~5017 CON PAV (CPCD)(200 M) M2 590.0 285.0 875.0 $ 30.02 261267.47 17~711.78 8~555.89 )423-5007 RETAINING WALL (MSL=) M2 150.0 150.0 $ 300.00 45~000.00 45~000.00 M 3.5 3.5 $ 105.15 368.03 368.'03 0465-0508 L~61~ EA 1.0 1.0 $ 2.160.00 2~160.00 2~160.00 0465-5308 INLET (REC ~l=~,~(4. M) EA 1.0 1.0 $ 3~477.74 3~477.74 3~477.74 0479-5005 A_~JU-_~F INLET (CAP} EA 1.0 1.0 $ 350.00 350.00 - 350.00 ~__~-~-_5001 MOBILIZATION LS 0.5 0,5 1.0 $ 50,000.00 501000.00 25~000.00 25~000.00 0502-5001 BAI~RICADI-S SIGNS & TRAF HANOLE {SIGNIN MG 1.0 1.0 2.0 S 2~175,08 4~3.,~0.16 21115.08 2~175.06 0529-5029 CONCRETECURBANDGUII/=H(1YII) M 124.O 102.O 226.0 $ 30.00 '6~780.00 31720.00 0618-5011 MM) M 41.9 41.9 $ 8.82 369.56 369.'56 0618-5013 CONDUff (PVC) (SCHD 40) ~S MM) M 14.0 3.0 17.0 S 15.38 261.48 215.32 46.'14 R M 29.8 22.7 52.5 $ 61~S0 3~228.75 11832.70 1~396.05 0618-5034 CONDUIT(PVC)(SCHD40) 5MM)(BO E) 0618-5045 CONDUIT(PVC)(SCHD40)(25MM) M 10.0 10.0 S 10.25 102.50 102.50 0620..,5004 m ;=~ CONDUCTOR (NO.6) BARE M 91.3 91.3 $ 1.54 140.60 06'20.5010 ;:~F-~. CONDUCTOR NO. 6) INSULATED M 91.3 72.4 163.7 $ 2.27, 372.29 207.64 164.'66 0624-,5001 GROUND BOX TY A 1122311) W/APRON EA 4.0 2.0 6.0 $ 461.25 i 2~767.50 1~845.00 922.50 0644-5001 SMALLRDSDSGNASSM(TYA) EA 4.0 1.0 5.0 $ 328.21 1~641.07 1~312.88 328.21 0656-5003 FND FOR TRAF SIG {600 MM DRIL SHFT) M 1.6 1.6 $ 461.25 I 738.00 738.00 0656-5004 FNDFORTRAFSIG(750MMDRILSHFT) M 3.1 3.1 $ 486.881 1~509.33 1,509.33 0662-5023 WRKZONE PAV MRK REMOVAL{Y) (100MM}(S M 122.5 122.5 $ 4.69 574.23 574.23 0668-5070 PREFABPAVMRKTYC (600MM)(SLD) M 36.8 36.8 S 39.35 1,447.80 0668-5071 PREFAB PAV MRK TY C ~ (ARROW) EA 4.0 4.0 $ 268.18 11072.73 1 ~072.73 3568-5075 PREFAB PAV MRK TY C ~ (WO~F~e EA 2.0 2.0 S 288.~ 576.67 576.67 0668-5079 PREFABPAVMRKTYC (RRXI ) EA 4.0 4.0 $ 1~000.00 4~000.00 0672-5010 RAIS PAV MRKR CL B (REFL) TY II-C-R EA 32.0 32.0 $ 3.84 122.73 122.73 0672-5016 RAIS PAV MRKR CL C (TRAF STN) TYW EA 54.0 11.0 65.0 $ 3.29 214.06 177.83 0678-5006 PAV SURF PREP FOR MRKS (600 MM) M 36.8 36.8 $ 6.00 220.80 220.80 06785021 PAV SURF PREP FOR MRKS (ARW) EA 4.0 4.0 $ 37.85 151.40 151.40 0678-5022 PAV SURF PREP FOR MRKS (WORD) EA 2.0 2.0 $ 28.44 50.87 50.87 D67~-5'" PAV SURF PREP FOR MRKS (RR) EA 4.0 4.0 $ 3Z00 128.00 128.00 0680-5001 EA 1.0 1.0 2.0 $ 4~000.00 8,000.00 4~000.00 4~0q0,:00 M S,..72.4,33.8, ,,10 ..50251.74 0654-5046 mJU=SIGCBL~WC)C(2CONDR)(1SAWG) M 317.4 917.4 5 1.39 43e,69 439.69 D6~8-5011 VEH DETECT ( UT) M 53.0 53.0 $ 20.50 1~086.50 1~086.50 5229-5001 REMOVE BRICK PAVERS AND SALVAGE M2 76.6 76.6 $ 110.00 8~427.10 8~427.10 5229-5002 INSTALL BRICK STREET PAVERS M2 18.5 13.5 32.0 $ 110.00 3~520.80 2~035.00 1,485.'00 ~O~-X~x EXTEND RUBBER!7F~ RAILROAD X-ING M 3,0 3.0 $ 11.50 34.80 34.50 ~(XXX.)0C(X I~I-'/C'~CATE RR POLE AND FLASHING LIGHT LS 1.0 1.0 $ 35~000.00 35~000.80 ~xX-Xxxx REPLACE AUTOMATIC RNLROAD GATE LS 1.0 1.0 $ 15,000,00 151000.00 15~000.00 CMAQ TOTALS: INTERSECTION SPECIFIC COSTS $ 276,183.64 $ 202~782.t4 $ 73,40t.51 PLUS SHARE OF LUMP SUM COSTS PLUS 10% CONTINGENCY 21,616.36 2Or216.21 1,340.15 TOTAL ;J $ 303,802.O1 $ 223,060.35 S 80,741.66 Page I Cosl_e~l,~ds 11/15/99 CMAQ PROJECT #10 I Beltline & Bethal & Beltline & Bethal & MacArthur Denton Tap UNIT TOTAL MacA~thur Denton Tap ITEM NO, DESCRIPTION UNIT (QUAN) COST ($) COST COST COST 0100-__~__'2 PREP ROW KM 0.1 0.1 $ 251000.00 21500.00 ' 2~500.00 0104-5001 REMOVE CONC (PAVMNT) M2 183.5 120.2 303,7 $ 12.45 3,779.85 2,283'.84 1,496.0!. 0104-XXX REMOVECONC(DRWY) M2 15.3 15.3 $ 13,80 211.14 211.14 0110-5001 M3 235.0 115.0 350.0 $ 2.20 ' 768.90 516.26 252.64 OP 0160-,50(36 FURNISH AND PLACE T SOIL(CLII)(100MM) M2 354.0 330.0 684.0 $ 0,45 307.80 159.30 148.50 0162-__czZ~2__ BLOCK SODDING (BERMUDA) M2 236.0 220.0 456.0 $ 3.00 1,36~.00 708.00 660.00 0168-5001 VEGETATIVE WATERING KL 3.0 3.0 6.0 $ 2.05 12.30 6.15 6,15 0340-5002 ASPHALT CONC (TY B)(BASE')(100 MM) MGR 425.0 205.0 630.0 $ 50.00 31 ~5(X).00 21~250.00 10~250.00 0360-5017 CON PAV (CPCD)(2Q0 MM) M2 590.0 285.0 875.0 $ 30.02 26~267,47 17~711.78 8~555.69' 0423-5007 RETAINING WALL (MSE) M2 150,0 150.0 $ 300.00 45~000.00 45~000.00 M 3.5 3.5 $ 105.15 368.03 368'03 0464-5005 RCP~.~;L 111)(600 MM) 0465-0506 INL (COMP~q_EEE'I~n~n(TY H) EA 1.0 1.(] $ 2~160.00 2~160.00 2,160.00 ~.. 0465-5308 INLET (RE=-IE_ (4,267 M) EA 1.0 1.0 $ 31477.74 3~477.74 314T/.74 047g-__vXtS__ ADJUST INLET (CAP) EA 1.0 1.0 $ 350.00 350.00 350.00 05005001 MOI:UL!~ATION LS 0,5 0.5 1.0 $ 50~000.00 501CXZX).00 256000'.00 25~000.00 0502-5001 BARRICADES. SIGNS & IRAP HANDUii (SIGNIN MO 1.0 1.0 2.0 $ 2617,5.06 4~350.16 21175.08 2~llb. O~ 0529-,5029 CONCRETE(;;URBANDGUIII=K~IYII) M 124.0 102.0 226.0 $ 30.00 5,180,00 3~12Q.00 3~060.00 0530-5001 DRIVEVVAYS (CONC)(150 MM) M2 24.0 24.( $ 55.84 1,340.12 1,340.12 0618-5011 CONDUIT(PVC) SCHD40)(50MM) M 41.9 41J $ 8.82 369.56 389.56 0.18-50'~3 CONDun'~pvqISO.o40I, 5M~ M ',4.0 3.0 17.0 S 15.3. 261.4. 215.32 4e.'14, 0618-5034 CONDUIT ~:=~/C) (SCHD 40) ~;5 M (BORE) M 29.8 22.7 52.5 $ 61.50 3,228.75 1,83'..70 1,396.05 0618,-5045 CONDUIT C) (SCHD 40,) 5MM) M 10.0 10.0 $ 10.25 102.50 102.50 06'20*,,5004 ELECCONDUCTOR{NO.6) E M 91.3 91.3 $ 1.54 140.80 140.60 372,29 207.64 164,'66 0.- -5010 " 81.372..163.7. 0624-,.'.'.'.'.'.~01 EA 4.0 2.0 6.0 $ 461.25 2~767,50 1~845.00 922.50 0644-,,=Z)01 SMALL RDSD SGN ASSM ('P(;I~ EA 4.0 1.0 5.0 $ 328.21 1~641,07 1~312,86 328.21 0656-.5003 FNDFORTRAFSIG(6OOMM I:SH~E~ M 1.6 1.6 $ 461.25 738.00 738.00 06S8-5(X34 FNDFORTRAFSIG 5OMMDRILSH M 3.1 3.1 $ 486.88 1~509.33 11,509.'33 0662-5023 WRKZONEPAVM~REMOVAL (100MM)(S iM 122.5 122.5 $ 4.69 574.23 574.23 0668-5070 PREFABPAVMRKTYC 600~f)Mq)(SLD) M 36.8 36.8 $ 39.35 1.447.90 1,447T90 0668-5071 PREFABPAVMRK'TYC~IAR OW) EA 4.0 4-0 $ 268.18 1~072.73 11072,73 0668-5075 PREFAB PAV MRK 'I'Y C 0NORi~ EA 2.0 2.0 $ 288.33 576.67 576.87 0666-5079 PREFABPAVMRKTYC(~)L(RRXI ) EA 4.0 4.0 $ 1~000.00 4~000.00 410(X).00 0672-5010 RAIS PAV MRKR CL B (~M~) TY II..C..R EA 32.0 32.0 $ 3.84 122.73 122.73 0672-5016 RAISPAVMRKRCLC B'I'N)TYW EA 54.0 11,0 65,0 $ 3.29 214.06 177.83 36.*23 0678-5006 PAV SURF PREP FOR MRKS (800 MM) M 36.8 36.8 $ 6.00 220.80 220.80 0678-5021 PAV SURF PREP FOR MRKS (ARW'J EA 4.0 4.0 $ 37.85 151.40 151.40 0678..5022 PAV SURF PREP FOR MRKS ~/R~RD) EA 2.0 2.0 $ 28.44 56.67 56.87 0678-5*" PAV SURF PREP FOR MRKS EA 4.0 4.0 $ 3'..00 128.00 128.00 0(30.'00 0680-5001 INSTALL OF HWY TRAF SIG (ISOLATED) EA 1.0 1.0 2.0 $ 4~000.00 8~000.00 4~000.00 4~ M 61.4 72.4 133.8 $ 4.10 548,58 251.74 296.84 0684-5007 TRAF SIG CBL (TY A) (7COND~ (12 AWG) ) ( 8 AWG) 317.4 317.4 $ 1.39 439,69 439.69 0684-5046 TRAF SIG CBL C) (2 COND :lj M 0688-5011 VEHDETECT( AWCUT) AND M 53.0 53.0 $ 20.50 11086.50 11088.50 5229-5001 REMOVE BRICK PAVERS VAGE M2 76,6 76.6 $ 110.00 8t427.10 8~427.10 5229-5002 INSTALL BRICK STREET PAVERS M2 18.5 13.5 32.0 $ 110.00 31520.00 2~035.00 1~485:00 xxxx-xxxx EXTEND RUBBER~7rn RAILROAD X-ING M 3.0 3.0 $ 11.50 34.50 34.50 xxxx-xx~ RELOCATE RR POLE AND FLASHING LIGHT LS 1.0 1.0 $ 35~000,00 35~000.00 35~000.00 xx~-xx~ REPLACE AUTOMATIC RAILROAD GATE LS 1.0 1.0 $ 151000.00 15~000.00 15~000.00 CMAQ TOTALS: INTERSECTION SPECIFIC COSTS $ 276,183.64 $ 202F782.t4 $ 73,40t.6t PLUS SHARE OF LUMP SUM COSTS PLUS 10% CONTINGENCY 27,615.36 20,276.21 7,340.15 TOTAL :1 $ 303,802.01 $ 223,060.35 $ 80,741.66 Page I Cost_e.-1.x~s 11/15/99 CMAQ PROJECT #10 I Beltline & Bethal & Beltline & Bethal & MacArthur Denton Tap UNIT TOTAL MacAwthat Denton Tap ITEM NO. DESCRIPTION UNIT (QUAN) COST ($) COST COST COST 0100-5002 PREP ROW KM O.1 0.1 $ 25,000,00 2~500.00 2~500.00 0104-5001 REMOVE CONC (PAVMNI'} M2 183.5 120.2 3033 $ 12.45 3~779.85 2~283784 1~496.01 0104-XXX REMOVECONC(DRW~ M2 15,3 15.3 $ 13.80 211.14 211.14 /&UTTER0104-5013REMOVE CONC CURB C ) M 127.2 98.2 225.4 $ 6.43 1:449.32 818~09 631,23 0110-5001 EXCAVATION (R M3 235,0 115.0 350,0 $ 220 .768.90 518.26 252.64 0160-5006 FURNISH AND PLACE TOPSOIL (CL II}(100 MM} M2 354.0 330.0 684.0 $ 0.45 307.80 159.30 148.50 0162-~_q302__ BLOCK SODDING (BERMUDA) M2 236.0 220.0 456,0 $ 3.00 1~368.00 708.00 660.00 01B-5001 VEGETATIVE WATERING KL 3.0 3.0 6.0 $ 2.05 12.30 8.15 6.15 0340-5002 ASPHALT CONC (TY B)(BASE)(100 MM) MGR 425.0 205.0 630,0 $ 50.00 31,500.00 21 ~250.00 1.0,250.00 03~0-5017 CON PAV~PCD)(2O0 MM) M2 590.0 285.0 875.0 $ 30.02 26,267.47 17,711.78 8,555.89 0423-5~O7 RETAININ WALL (MSE) M2 150.0 150.0 $ 300.00 45~000.00 45~000.00 M 3.5 3,5 $ 105.15 36~.03 368~03 0465_0___.5~t_ ~61.~ EA 1,O 1.O $ 2t160.00 2,160.00 2~160.00 0465-5308 INLET (RECE~SE-n (4. M) EA 1 .O 1 .O $ 3,477.74 31477.74 31477,74 0479-~ ADJUST INLET (C EA 1 .O 1,0 $ 350.00 350.00 350.00 0500-5001 MOBqLLT&TION LS 0.5 0.5 1.0 $ 50~000.00 5010Q0.00 25,000.'00 25~000.00 0502-5001 BARRICADE~ SIGNS&TNAFHANDLE(SIGNIN MO 1.0 1.O Z,O $ 21175.08 4~350,16 2:175,08 2q175;08_ 0529-5029 CONCRFTEC~jRBANDGUTlb. H~LR'II) M 124.0 102.0 226.0 $ 30.0Q 61780.00 3s120-00 31060.0(;) M2 24,0 24,O $ 55.84 1~340.12 1~340.12 0618-5013 CONDUIT(PV SCHO40) 5MM M 14.O 3.0 17.O $ 15,38 261.48 215.32 46.'14 0818-5034 coNourr {Pv~ ISCHD 40) (75 MM) (BORE) M 29.S 22.7 52,5 S 61.50 3,2~8.75 1,S3Z70 ~,3~.05 0620.~X)4 6~) M 91.3 91.3 $ 1.54 140.50 140.50 0620-5010 ~,ECCONDUCTOR(NO. IN=LIL&TED M 91.3 72,4 163.7 $ 2.27 372.29 207,64 164'66 EA 4,0 2.0 6,0 $ 461.25 2~767,50 11845.Q0 922.50 0624-5001 GROUND BOX TY A (122311 W/APRON 0644-5001 SMALLp~nSGNASSM~'~A EA 4.0 1.0 5.0 $ 328.21 1~641.07 11312.50 328.21 0656-5004 FNDFORTRAFSIG 50MMDRILSHI='~ M 3.1 3.1 $ 486.88 1,509.33 1,509.'33 122,5 122,5 $ 4.69 574.23 574.23 066&5070 M 36.8 36.8 $ 39.35 1~447.90 1~447.'50 0668,-5071 PREFAB PAV MRKTYC N ~ (ARROW) EA 4.0 4,0 $ 268.18 1~072.73 11072.73 0668-5075 PREFAB PAV MRK 'I'Y C AI ~ (WORD) EA 2.0 2.0 $ 288.33 576.67 576.67 066~5079 PREFAB PAV MRKIYC N ) (RR XJNG) EA 4.0 4.0 $ 1~000.00 41000.00 41O00.00 TY EA 32.0 32.0 $ 3.84 122.73 12273 0672-5010 RAIS PAV MRKR CL B iF, II-C-R 36.23 0672-5016 RAISPAVMRKRCLC B'rN)TYW EA 54.0 11.0 65.0 $ 3.29 214.06 177.63 0678-5021 PAV SURF EA 4.0 4.0 $ 37.85 151.40 151.40 0678-5022 PAV SURF PREP FOR MRKS ?~/R~RD} EA 2.0 2.0 $ 26.44 56.87 56.67 0678-5*" PAV SURF PREP FOR MRKS EA 4,0 4,0 $ 32.00 128.00 128.00 0680-5001 INSTALL OF FANY TRAF BIG (ISOLATED) EA ! ,0 1.0 2.0 $ 410O0.00 8~000.00 4~000.00 4~000;00 0684-5007 TRAP BIG CBL (TY A) (7CONDI~ (12 AWG) M 61.4 72.4 133.8 $ 4.10 548.58 251.74 296,84 1 M 317.4 317,4 $ 1.39 439.69 439.69 0684-5046 TRAP SIG CBL ~ C) (2 COND ) ( 8 AWG} 0ro88-5011 VEH DETECT (SAWCUT) M 53.0 53.0 $ 20.50 1~086.50 1~086,50 5229-5001 REMOVE BRICK PAVERS AND SALVAGE M2 76.6 76.6 $ 110.00 81427.10 8~427.10 5229-5002 INSTALL BRICK STREET PAVERS M2 18.5 13,5 32.0 $ 110.00 3~520,50 2~035.50 1~485.'00 ~o~x-xx~ EXTEND RUBBERLTEn RAILROAD X-ING M 3.0 3.0 $ 11.50 ,34.50 34.50 ~oo~-x~x RELOCATE RR POLE AND FLASHING LIGHT LS 1,0 1.0 $ 351000.00 351000,50 35~000.50 xxxx-xx~x REpLACE AUTOMAT1C RAILROAD GATE LS 1.0 1.0 $ 15~000.00 151000,50 15~000.50 CMAQ TOTALS: INTERSECTION SPECIFIC COSTS~ $ 276,183,64 $ 202,782.t4 $ 738401,51 PLUS SHARE OF LUMP SUM COSTS pLUS 108~ CONTINGENCY 21,618.36 20,278.21 71340.15 TOTAL :~ $ 303,802,01 $ 223,060.39 $ 80,741,66 Page I Cost_e--l~ds 11/15/99 CMAQ PROJECT #10 I Beltline & Bethal & Beltline & Bethal & MacArthur Denton Tap UNIT TOTAL MacArthur Denton Tap ITEM NO. DESCRIPTION UNIT (QUAN) COST ($) COST COST COST 0100-5002 PREP ROW KM 0.1 0.1 $ 25,000.00 2:500.00 2,500,00 0104-5001 REMOVECONC(PAVMN'r) M2 183.5 120.2 303,7 $ 12.45 3,779.85 2~283:84 1,496.01 0104-XXX REMOVECONC(DRWY) M2 15,3 15.3 $ 13.80 211.14 211.14 0104-5013 REMOVECONC(CURB&CUIIr.-H) M 127.2 98.2 225.4 $ 6.43 1~44,,q.32 818.09 631.23 0110- 1 ,,3 2 ,.0,15.0 380.05 2. 0 516. , 252.. I I 0160-__c.C.06__ TOPSO L (CL I}(100 MM) M2 354.0 330.0 684.0 $ 0.45 307.80 159.30 148.50 0162-5002 BLOCK SODDING (BERMUDA) M2 238.0 220.0 456.0 $ 3.00 1~368.00 708.00 660.00 0168-5001 VEGETATIVE WATERING KL 3.0 3.0 6.0 $ 2.05 12.30 6.15 6.15 0340-5002 ASPHALT CONC ('rY B~3ASE)(100 MM) MGR 425.0 205.0 630.0 $ 50.00 31~500.00 211250.00 101250.00 ~ ~ M) M2 590.0 285.0 875.0 S 30.02 26,267.47 17,711.78 8,555.69 0380-5017 CON PAV CPCD (200 0423-5007 RETAININ WAL (MSE) M2 150.0 150.0 $ 300.00 45,(XX).00 45,000.00 M 3.5 3.5 $ 105.15 388.03 368;03 0465-0508 H} EA 1.0 1.0 $ 21160.00 21160.00 2~160.00 0465-5308 INLET (RECESSED}(4,267 M} EA 1.0 1.0 $ 31477.74 3~477.74 3~477.74 0479-5005 ADJUST INLET (CAP} EA 1.0 1.0 $ 350.00 350.00 350.00 0,500-5001 MOBILIZATION LS 0.5 0,5 1.0 $ 50~000.00 501000.00 25~000.'00 25~000.00 0502-5001 BARRICADES, SIGN5 & TNAF HANDU= (SIGNIN MO 1.O 1 .O 2.0 $ 2ql 75,08 41350.16 2~175.08 21175.06 0529-5029 CONCRETE CURB AND GU I I ~ FY II} M 124.0 102.O 226,0 $ 30.00 617~0,00 3~720.00 31080.00 0530-5(X)1 DRIVEWAYS(CONC)(150MM} M2 24.0 24.0 $ 55.84 1,340.12 1~340.12 0618-5011 CONDUIT (PV~ 4 SCHD 40) (50 MM) M 41.9 41.9 $ 8.82 369.56 369.56 0618-5013 CONDUIT(PV ISCHD:~(75MM) M 14.0 3.0 17.0 $ 15.38 261.46 215.32 46.'14 0618-5034 CONIX, lIT {PVC) I SCHD {"/5 MM) (BORE) M 29.8 22,7 52.5: $ 61,50 3,228.75 11832.70 1 ~396.05 0620-5004 ELEC CONDUCT M 91 o3 91.3i $ 1.54 140.60 140.60 0620-5010 ELEC CONDUCTOR NO, 6) INSULATED M 91.3 72.4 163.7 $ 2.27 372.29 207.64 164'.66 0624-5001 GROUNDBOXTYAI~22311)WIAPRON EA 4.0 2.0 6.O1 $ 461.25 21767.50 1,845.00 922.50 0644-5001 SMALL RDSD SGN ASSM ('I'Y A) EA 4.0 1 .O 5.0; $ 328.21 1~641.07 1~312.88 328,21 0656-,5004 FNDFORTRAFSIGC/5OMM M 3.1 3.1 $ 488.88 1~509.33 1,509.'33 122.5 122.5 $ 4.69 574.23 574.23 wR,< ZO.E PA , Mm< .EMOV . 0668-5070 PREFABPAVMRKTYCI/V) 600 )(SLD) 36.8 36.8 $ 39.35 1,447.90 1,447:it0 0668-5075 lEA 2.0 2.6 $ 288.33 576.67 576.67 0668-5079 PREFABPAVMRKTYCq~/)(RRXING) lEA 4.0 4.0 $ 11000.00 4~000.00 4~060.00 F 36.'23 0672-5010 RAIS PAV MRKR CL B (Ri .; L} TY II*C-R ~EA 32.0 32.0 $ 3.84 122.73 122.73 0672-5016 RAIS PAV MRKR CL C (TRAF BTN} TY W lEA 54.0 11.0 65.0 $ 3.29 214.06 177.83 0678-5006 PAV SURF PREP FOR MRKS (6(X) MM} iM 36.8 36.8' $ 6.00 220.80 220.80 0678-5021 PAV SURF PREP FOR MRKS (ARW} EA 4.0 4.0 $ 37.85 151.40 151.44) 0678-5022 PAV SURF PREP FOR MRKS (WORD} EA 2.0 2.0 $ 28.44 56.87 56.87 0678-5"' PAV SURF PREP FOR MRKS (RR) ;EA 4.0 4.0 $ 32.00 128.00 128.00 0680-5001 tNSTALLOFHWYTRAFSIG(ISOLATED) iFA 1.0 1.O 2.0 S 4,000.00 8,000.00 4.000.00 4,(X)0.'00 0684-5007 TRAF SIG CBL (TY A) ('/CONDR) (12 AWG) M 61.4 72.4 133.8 $ 4.10 548.58 251.74 296.84 0684-5046 TRAF SIG CBL ('rY C) (2 CONDR) (18 AWG) i M 317.4 317.4 $ 1.39 439.69 439.69 0688-5011 VEH DETECT (SAWCUT) 'M 53.0 53.0 $ 20.50 1~086.,50 1~086.50 5229-5001 REMOVE BRICK PAVERS AND SALVAGE M2 76.6 76.6 $ 110.00 81427.10 8~427.10 5229-_5."X~__ INSTALL BRICK STREET PAVERS M2 18,5 13.5 32.0 $ 110.00 31520.00 2~035.00 1~485.'00 xx~-xxxx EXTENDRUBBER!TFnRAILROADX-ING M 3.0 3.0 $ 11.50 34.50 34.50 xxxx-x~x RELOCATE RR POLE AND FLASHING LIGHT LS 1.0 1.0 $ 351000.00 351000.00 35~000.00 x~x-x~x REPLACE AUTOMATIC RAILROAD GATE LS 1.0 1 .~ $ 15~000.00 15~(X30.00 15~000.00 CMAQ TOTALS: INTERSECTION SPECIFIC COSTS $ 276,183.64 $ 2021782.14 $ 73,401.5t PLUS SHARE OF LUMP SUM COSTS: PLUS 1~ CONTINGENCY~ 27,618-36 20,218.21 71340.15 TOTAL ;~ $ 303.802.01 S 223,060.35 $ 80,741.66 Page 1 C°st-e~l'x~ 11/15/99 CMAQ PROJECT #10 I Beltline & Bethal & Beltline & Bethal & MacArthur Denton TIp UNIT TOTAL MacArthur Denton Tap ITEM NO. DESCRIPTION UNIT (QUAN) COST ($) COST COST COST 0100-5002 PREP ROW KM 0.1 0.1 $ 25,000.00 2~500.00 2r500.00 3104-5001 REMOVECONC(PAVMN'D M2 183.5 120.2 303.7 $ 12.45 3,779.85 2~283:84 1,496.01 1104-XXX REMOVE CONC (DRWY) M2 15.3 15.3 $ 13.80 211.14 211.14 910,-5013 M 12,.258.2226.4, s.431.449.32s1,'.08,1.23 9110-5001 M3 235.0 115.0 350.0 $ 2.20 768.90 518.26 252.64 9160-5006 FURNISH AND PLACE TOPSOIL (CL II)(100 MM) M2 354.0 330.0 684.0 i $ 0.45 ~07.80 159.30 148.50 E)I62-5Q02 BLOCK SODDING (BERMUDA) M2 236.0 220.0 456.0 ! $ 3.00 1,368.00 708.00 660.00 9168-5001 VEGETATIVE WATERING KL 3.0 3.0 6.0 ! $ 2.05 12,30 6.15 6.15 3340-5002 ASPHALT CONC (TY BI(BASE';I(100 MM} MGR 425.0 205.0 630.0' $ 50.00 31,500.00 21,250.00 10,250.08 D360.5017 CON PAV (CPCD)(200 MM) M2 590.0 285.0 875.0 ; $ 30.02 26,267.47 17,711.78 8,555.69 3423-5007 RETAINING WALL (MSE) M2 150.0 150.0 $ 300.00 45,000.00 45,000.00 3464-5005 RCP (CL 111)(600 MM) M 3.5 3.5 $ 105.15 368.03 368.'03 346,50508 INLET (COMPLETE) (TY H) EA 1.0 1.O $ 2,160.00 2t160.00 21160.00 3465-5308 INLET (RECESSED1(4,267 M) EA 1.0 1.0 $ 3,477.74 3,477.74 3,477.74 3479-5005 ADJUST INLET (CAP} EA 1.0 1.0 $ 350.00 350.00 350.00 3500-5001 MOBILIZATION LS 0,5 0.5 1.0 $ 50,(XX).08 50,000.00 25~000:00 25,000.00 3502-5OO1 BARRICADES 81GNU; & TNAF HANDLE (SIGNIN MO 1.0 1 .O 2.0 $ 2,175.08 4,350.18 2,175.08 2q175.08 ~529-5029 P....ONCI;{ErE I;;~jRB AND GU I I t:K qY II} M 124.0 102.0 226.0 $ 30.00 6,780.00 3,720200 3,OTO.OO ;)530.5001 DRIVEWAYS (CONC)(150 MM} M2 24.0 24,0 $ 55.84 1,340.12 , 1,340.12 3618-5~11 ~ONDUIT(PVq(SOHD401(50MMI M 41.9 41.9 S 8.82 369.56I 369.'56: 3615-5013 C, ONDUIT{PVC)(SCHD40.)('/SMM M 14.0 3,0 17.0 $ 15.38 261.46 215.32, 46'14 i0619-5034 CONDUrr(PVC)(SCHD40) 5MMI(SOR~ M 29.8 22.7 52.5 $ 61.50 3,228.75 1,832.70~ 1,396.05 0820..5CX)4 O M 91.3 91.3 $ 1.54 140.60 140.60 0620-5010 ELEC CONDUCTOR (NO. 61 INSULATED M 91.3 72.4 163.7 $ 2.27 372.29 207.64 164:66 0624-5001 3ROUND BOX TY A (122311) W/APRON EA 4.0 2.0 6.0 $ 461.25 2,767.50 1,845.00 92250 0644-5001 SMALL RDSD SGN ASSM ('Pf A) EA 4.0 1.0 5.0 $ 328.21 1,641.07 1,312.86 328.21 0656-5003 !FND FOR TRAF SIG (600 MM DRIL SHFT) M 1.6 1.6 $ 461.25 738.00 738.08 0656-5004 !FNDFORTRAFSIG(750MMDRILSHFT) M 3.1 3.1 $ 488.88 1,509.33 1,509.'33 0662-5023 WRK ZONE PAV MRK REMOVAL (Y) (100MM}(S ~ M 122.5 122.5 $ 4.69 574.23 574.23 i M 36.8 0668*5070 PREFABPAVMRKTYC(W} 600 (SLDI 36.8 S 39.35 1,447.90 1,447:90 0668-5071 PREFABPAVMRKTYCON) ARR EA 4.0 4.0 $ 268.18 ~ 1,072.73 1,072.73 06685075 PREFAB PAV MRK TY C (W) (WORD) EA 2.0 2.0 $ 288.33 I 576.67 576.67 0668-5079 pREFABpAVMRKTY'I~i?'2L(RRXJNGI EA 4.0 4.0 $ 1,000.00 ! 4,000.00 4,000.00 0672-5010 RAISPAVMRKRCLB( )TYII-C-R EA 32.0 32,0 $ 3.84 122.73 122.73 0672-5016 RAIS PAV MRKR CL C {'rRAF BTN) TY W EA 54.0 11.0 65.0 $ 3.29 214.06 177.83 36'.23 os,6-. ,,,,36.8 36.85 8.00=..:=.80 0878-5021 PAV SURF EA 4.0 4.0 $ 37.85 151.40 151.40 0875-5022 PAV SURF PREP FOR MRKS (WORD) EA 2.0 2.0 $ 28.44 56.87 58.67 0678-5'" PAV SURF PREP FOR MRKS (RR) EA 4.0 4.0 $ 32.00 128.00 128.00 0680-5001 INSTALL OF HWY TRAF SIG (ISOLATED) EA 1.0 1 .O 2.0 $ 41000.00 810(X).00 4,000,00 4~000:00 0684-5007 TRAFSIGCBL(TYA)(7CONDR)(12AWG) M 61.4 72.4 133.8 $ 4.10 548.58 251.74 296.84 0684-5046 TRAFSIGCBL(TYC)(2CONDR)(laAWG) M 317.4 317.4 $ 1.39 439.69 439.69 0688-5011 VEH DETECT (SAWCUT) M 53.0 53.0 $ 20.50 1~088.50 1,086.50 A AGE M2 76.6 76.6 $ 110.00 8,427.10 8~427.10 5229-5001 REMOVE BRICK PAVERS AND S LV 5229-_~vJ,32__ INSTALL BRICK STREET PAVERS IM2 18.5 13.5 32.0 $ 110.00 3~520.00 2,035.08 1~485~00 xxxx-xxxx EXTEND RUBR~F~TFD RAILROAD X-ING !M 3.0 3.0 $ 11.50 34.50 34.50 xxxx-x~x RELOCATE RR POLE AND FLASHING LIGHT LS 1.0 1.0 $ 35~000.00 35~000.00 35~000.00 x~x-xxxx REPLACE AUTOMATIC RAILROAD GATE LS 1.0 1,0 $ 15~000.00 151000.00 15~000.00 CMAQ TOTALS: INTERSECTION SPECIFIC COSTS $ 276,183.64 $ 202,782. t4 $ 73,40t .51' PLUS SHARE OF LUMP SUM COSTS PLUS 10% CONTINGENCY 271518.36 2Ot275.21 7',340.15 TOTAL:I $ 303,802.01 $ 223,060.35 $ 80,741.66 I Page 1 Cost_e- 1Jds