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86931 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 8,693 RESOLUTION NO. A RESOLUTION AUTHORIZING THE CITY MANAGER 229 TO ACCEPT BIDS AND AWARD A CONTRACT TO CONSTRUCT INTERSECTION IMPRROVM ENTS AND RESIGNALIZE THE INTERSECTION OF GEYER SPRINGS ROAD AND 65TH STREET. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF LITTLE ROCK, ARKANSAS: SECTION 1: The City Manager is authorized to accept bids and award a contract to Construction Management and Maintenance, Inc. in the amount of $213,360.77 to construct intersection improvements and resignalize the intersection of Geyer Springs Road and 65th Street. SECTION 2: Funds for construction of this project are available from the following funding sources: Account Number Name Amount 210 - 220 -0195 Intersection Channelization $181,976.71 210- 220 -0143 Signalization Improvements 18,463.06 499- 220 -8687 Intersection Channelization 12.921.00 TOTAL $213,360.77 ADOPTED: April 21, 1992 ATTEST: �• APPROVED AS TO FORM: THOMAS M. CITY ATTORNEY • b 0 VAYOR V.53 M 23 -Mar-92 CERTIFIED BID TABULATION BY: William L Henry, P.E., Traffic Engineering Manager West 85th Street at Geyer Springs L,E.G EIYTEFPRSES BLIILONG &UTiLTY TO1"HI'BUIIff S CWMCONSTRUCIICN ITEM I7EMLESCRPRON UNIT OAS L9QTCOST MACANT LNITCOST AMOUNT UWTCOST A10Ol1NT LUTCOST AA40LWT NO. 1 SITE PREPARATION L.S. 1532500.00 S3Z500.00 SIZ00000 512000.00 512500.00 312500.00 $10.000.00 510.00100 2 POLE FOUNNDATION TYPE 6-3 u 1 90000 900.00 700.00 MOO 75000 75D.00 000.00 600.00 3 ROLE FOUNDATION TYPE D -4 EA 3 850.00 2,850.00 850.00 Z55(l00 750.00 2,50.00 700.00 2,10040 4 FLAN, & INSTAL. CONTROL EQUIPMENT FA 1 8,50000 8.50040 10,50040 10,50000 7,50040 7,500.00 8,000.00 8.000.00 5 CONTROLLER FOUNDATION, BASE MOW EA. 1 45000 450,00 BMW 500.00 500.00 500.01) 300.00 300.00 6 FLRN & INSTALL TRAFFIC SUPPORT 0-E. GAL) EA. 1 2,70000 2,70000 3,000.00 3,000.00 2400.00 2,400.00 2,510.00 2,510.00 7 FIIRN& INSTALL TRAFFIC SUPPORT(SP- E(45'l,G EA 3 3,45000 10,35(100 4.00000 12.00000 3,00.00 9.000.00 3,350.00 10.050.00 6 BANISH AND INSTALL SIGMA. HEAD TTYPE I) EA 10 450.00 4,500.00 500.00 5.000.00 425.00 4250.00 370.00 3,700.00 9 FURNISH MID INSTAL SIGNAL HEAD (TYPE 3 EA 3 553.00 1,650.00 850.00 LOS= 031).00 1,&1)0.00 550.00 1,650.00 10 FLMISH AND INSTAL SIGNAL HEAD (TYPE 41 EA. a 375.00 3,000.00 400.00 3.200.00 400.00 320040 30D.00 Z40O,00 11 FURNISH AND INS TALI. STREET 1.0iT(25DW, HP.- EA. 4 450.00 1,80000 550.00 2200.00 45000 1,800.00. 450.00 1,800.00 12 STREEZL(GHT FEEDER ( #12 -2C) L.F. 624 1.00 824.00 125 78040 0.60 374.40 1.00 624.00 13 SOME WAE(#8 -2q . LF. 33 125 4375 125 43.75 1.00 35.00 1.00 35,00 14 SIGNAL CAfLE U.G.(5C) L.F. S78 175 1,095.00 125 1,095.00 1.00 878.00 1.00 876.00 15 SIGNAL CABLE U.G. (7C) LF. 215 1.30 279.50 175 260.75 2.00 430.00 140 215.00 16 SIGNAL. GILEU.G (eUC) L.F. 410 Z75 1,12750 250 1,025.00 2.50 1,025.00 2.00 82040 17 CONDUIT, EARTH - 0' PVC) L.F. 24 840 144.00 7,50 180.00 5.00 12040 5.00 12040 18 CONDUIT, EARTH - P' PVC) LF. 225 1200 Z70a0D 10.50 2,38250 7.00 1,575.00 9.00 2,025.00 18 CONIDUff, ASF84PLT- (7'PLGI L.F. 844 17,50 11,27040 20.00 9 12,860.01) 8.00 5.75200 17.50 11,70,00 20 CONDUIT, CONCRETE - TI'PVC) LF. 106 1000 1,09(l00 75.00 1,835.00 10.00 1,09000 10.00 1,090.00 21 CONDUIT, CONCRETE - 0 P1q LF, 850 17.50 15.01500 20.00 17,160.00 10.00 8560.00 15.00 12,870.00 22 CCN0UT -(V GAL.) LF. 20 7150 ISOM 1500 300.00 5.00 100.00 11.00 220.00 23 JUNCTION BOX E2 EA. 4 250.CD 1,00000 17540 700.00 180.00 720.00 125.00 500.00 24 JUNCTION BOX SM FA 10 175.01) 1,75040 19000 1,900.00 210.00 2,100.00 18100 1,850.00 25 LOOP SAWCUT- ASPHALT L.F. 1089 3.25 5,411925 440 8,758.00 350 SWIM 325 5,48925 28 LOOPLFAD -N, LANDDERGROLPD LF. 5X26 I M 5102840 126 8282.50 050 Z513.00 1.00 5.028.00 27 FURNISHAND INSTALL LETECTOR AMPLIFIER (IC EA. 1 250.00 250.00 200.00 20000 22EOO 225.00 150.00 150.00 28 FURNISH AND INSTALL DETECTOR AMPLIFIER (4C PA. 3 525.00 1,57540 750.00 2750.00 430.00 1,290.00 500.00 1,500.00 29 FLANISHI AND INSTAL RED PUSH BUTTON WUS)G FA 8 50.00 4MOD 150.00 1200.00 2540 200.00 /0040 900.00 30 FURNISH AND INSTALL SIGNS. MAST MGUMED EA 5 150.00 75000 220.00 1,00000 250.00 1250.00 125.00 625.00 31 SERVICE FIBER (11 EA. 1 25D.00 20.00 200.00 200.00 250.00 250.00 185.00 165.00 32 FURNISH AND INSTALL 111' STREET NAME SIGNS EA 4 500.00 2.000.00 800.00 3,270.00 300.00 1,200.00 800.00 2,400.00 33 EXSnNG SIGNAL REMOVAL-COM I E7E LS. 1 1,00(l00 1,00040 150.00 150.00 5.000.00 5,000.00 140000 1,000.00 34 UNCLASSIFIED EXCAVATION C.Y. 855 15.00 12.82540 1800 12825.00 17.00 14535.00 9.81 8387.55 35 BORROW WTERIAL C.Y. 500 17.00 8221000 15.00 7,51040 1200 8000.00 10.80 5,300.00 38 SB -2 CRUSPED STOW BASE TON 572 1800 9.15200 1200 6254M 1240 SM4.00 10.83 6,194.76 37 PRIAE COAT G4- 618 2.50 1,54540 2.50 1.545.00 1.50 827.00 1.38 852.84 38 TAO[ COAT GAL 98 200 192.00 2.40 90.40 1.50 144.00 1.06 101.76 39 ACM SURFACE C01IRSE(TYPE 2) TONS 300 35.00 10500.00 40.00 12000.00 MOO 8,900.00 30.61 91183.00 40 ACHM BINDER IONS 525 3250 17,0B2M 40.00 21,00000 35.00 18375.00 37.81 1807025 41 TOONCRETE DRIVEWAY APRON SF. Z100 4.5D 9,450.00 340 8300.00 3.40 7,140.00 2.85 51585.00 42 PCONCRETE OR"AY SIR Z130 475 9,05250 2.00 4,290.0D 300 839040 2e0 5.538.00 43 CONCRETE CLRB &GUTTER L.F. 1,180 1250 14,750.00 15.00 17,700.00 8.00 10,82100 8.75 10325.00 PAGE 1 OF 2 23- Mar -92 231 CERTIFIED BID TABULATION BY. William L. Henry, P.E„ Traffic Engineering Manager West 65th Street at Geyer Springs Road LE .G t1tSES BULDWG &UTILITY TCVWA -F BUILDERS CMS - +CONSTRICTION ITEM ITEM DESCRIPTION UNIT UJAN UNIT COST AMOUNT UMT COST AMOIMr UNIT COST AMOUNT LNT COST AMOUNT N0. 44 4' CONCRETE SDEWPLIC S.F. &885 4.00 22,740.00 200 11,370.00 220 12507-0 2.12 12,052.00 45 4' CONCRETE ISLAND S.F. 902 425 3.833.50 &W 2708.00 225 2022050 3.08 2,77818 48 ON CONCRETE DRIVEWAY S.F. e70 4.50 3,815.00 300 2430.00 3.80 2,91 6.00 2.80 2,108.00 47 RECONSTRUCT CURB IN.ET EA. 1 1,500 -0 1,500.00 1,250.00 1.250.00 90D.00 900.00 954.00 954.00 48 REINFORCED CONCRETE (RETAINING WALL) C.Y. 20 500-0 10=00 350.00 7.000.00 270.00 5,400.00 344.50 5,800.00 49 CONCRETE BASE (e THICK) C.Y. 100 175.00 77,500.00 00.00 86000.00 100.00 10,000.00 111.30 11,130.00 5D SCLID SOD S.Y. 300 5.00 1,500.00 5.00 1,500.00 4.00 1,200.00 5.30 1,580.00 51 AWLIST MANHOLE RING &COVER EA. 2 500.00 1-00.00 500.01) 1,000.00 300.00 800.00 150.00 318.00 52 CONCRETE RFMP(4• THICNQ S.Y. 40 75.00 3,000.00 75.00 3,000.00 78-0 720.00 37.10 1,484.00 53 'B' STONE TONS 300 17.50 8,750.00 15.00 7,500.00 20.00 10,000.00 12.72 8,380.00 54 CONSTRICTION MkNAGEMENT & INSPECTION LS. 1 7,800.00 7,800.00 7,000.00 7,000.00 7,000.00 7030.00 7,000.00 7,800.00 5298, 328.58 $250.748.90 5221,424.40 $213.300.77 PAGE 2 OF 2