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Res 016-2012 3/6/2012
RESOLUTION NO. 16-2012 Resolution Awarding Bid For The Lawrence / Callfield / Rhea Road Realignment Project (CWF12-446-09) to Duke Construction Company, in an estimated total amount of$1,249,552.35 WHEREAS, the City of Wichita Falls has advertised for bids for the Lawrence/Callfield/Rhea Road Realignment Project (CWF12-446-09); and WHEREAS, the City Council finds that the lowest responsible bidder is Duke Construction Company, who made a unit price bid with an estimated total of $1,249,552.35. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: The unit rice bid for the Lawrence / Callfield / Rhea Road Realignment Project p g J (CWF12-446-09) is awarded to Duke Construction Company, in an estimated total amount of $1,249,552.35, and the City Manager is authorized to execute a contract for said project for the construction of such project. PASSED AND APPROVED this the 6th day of March, 2012. MAYOR ATTEST: City Clerk LAW R E N C E/CA LL F I E L D/R H EA ROAD R EA L IG3 N M ENT P ROJ ECT(CWF 1 2-44G-09) BID TAB Engine-ers Estim-ate Duke Construction Scales Construction Luz Lerma COrISL. PAY ITEM DESCRI PTION UNIT PROJECT TOTi"'.L pfic-e Cost priC& Cost pf-Ic-e Cos Price Cost C1 1-07-TS Tp 7' I ET -.2C L F C42 $2-00 51,284.00 53-15 022.30 $1-10 570C, $3.15 P$2;22-30 ps-,� ,.0 201 LS 1 $7,500-00 S7,L0 0.-3 0 C?,5 00.00 $6j 500.00 51,5-95.D0 �1,595.00 $1,450.00 SL450-00 202-6 =EDING&HYDROMULCH SY 5039 $1-00 5D,039.0 S1.55 $7,910.45 $0.50 2.519.50 $1-60 $9,06 2--40 203 P R E P R OV...' LS I $45,00-3.11C $45,000.00 555,000.00 $55,000.00 $38,500.00 38,5 -00 54S,000-00 545,000-00 203-4 UNCLASSIFIED STREET EXCAVATION CY 2829 S15.00 $42.,435.00 $29-00 $82..041.00 2-S-W 579,212.00 $21,00 S.5-9,409.00 203.7 EMBANKMENT Cy 1219 $25-00 $30,475.00 $22-00 $2Gj.918.00 S20-00 S24,390-00 $21-00 525,59 9-CO 203-COMP OVE R E XC AVAT E&CiD M PACT(STA 4 i 9 0 TO 50)(90"1 LS 1 $15,,000-00 $15,000-00 539,000.00 $39,000.00 $43,50&00 $43,500-00 $68,250-00 568,250,00 3.0m MOBI LI ZAT 10 N LS .1 550,000.00 550.,000.00 560,0,3.3..30 $60,000.GO $57,000600 $57,000.01-1 Sf-,,2,000-00 S62,000-00 301-2 G"LIME STABILIZED SUBGRAGE SY 4013 5,5-cf. $2-3.,O05.00 S12-00 $550356.00 $10-50 548.43G.51', �21.00 S96,873-00 302-B TYPE"B"H MAC BASE TON 2247 S85.00 S 190,9 195.00 $125.00 S230,875.00 S128.00 S287,C,1G.-O-3 $11550 S259..528.50 302-D TYPE'"D"HMAC SURFACE TON 818 $90.00 $73.,620-00 $125.00 $102,250-00 S128.00 S104,704.00 S100.80 582,454.40 303 8'!CONCRETE PAVEMENT SY 291 $50-00 S14,550.00 $59-00 $10,-878.G0 S72.00 $20,1352-00 $81-00 S-23,57 1-00 3 03-R 6. REMOVE G"CONC PVMT&REPLACE 8":'-'-:DNC PVMT SY 154 $70,00 $10,780-00 $8&00 $13,552.GO 5108.00 $16,G32--00 $81-00 S.12,474-00 305.1-CEZ MONOLITHIC CURB&GUTTER LF 2294 530-00 $08,820.00 $22-00 $50.468.00 S25.00 $,57,350-00 $26-00 SS9,644-00 3 05.1-DC DOWELED-CAN CURB LF 1148 $10-00 $11,480.00 57,00 $9,036.00 7G.130 $G's gs.Do 56-00 56,mg-00 305.2-F G"CONCRETE FLUME SY 73 545-00 53,285-00 $59-00 $4j307.00 S 55..3C. 54,015.00 7G5-00 $4,745.00 305.2-ICED FIEDESTRIAN RAMPS EA $1,500-00 $13,500,00 $1,050.00 $9j450.00 $1,500-00 $13,500.00 1,7 5 0.C)o $151,750.w 305.2-51A., CONCRETE SIDEWALK SY 671 S40.0,", $2-6.,840-00 $38-00 $25,498.00 S46.00 $30,80C'.00 $54-00 S36,234-00 305-3 CONCRETE MEDIAN Sy SOS $40.00 $20,200,00 $50-00 2 5,2 50,GO 545.00 $22,72-5.00 $54-00 S27,270.00 305.3-R REMOVE EXISTING CONCRETE MEDIAN SY 348 $2 5,04D 58,700-09 $14-00 54,972.00 S 10.00 $3,490.00 $13-00 5-6,2 041-00 305.3-W".F, 4"CONCRETE RIPRAP 44 $30.Di) S1,320.00 $75.00 $3j 300.00 S38.00 $1,672.00 $81-00 53,564.00 3 05.3-ST 'STAMPED CONCRETE MEDIAN 485 $35.00 $16,975-00 }50.00 524..250.00 $36-00 .17,460-00 $63.00 530,SS5.00 305-5 CONCRETE VALLEY G UTTER r.r 218 $50.D0 $10..900.()0 $,52-00 $11,336.00 $43-00 $9,374.00 $72.00 S 1.5,G9 G.0 0 305-DA 0"CONCRETE DRIVE APPROACH r618 $40.00 $24,720.00 $60-00 $37,090.00 541-00 $25,339-00 $G0.01C S37,080-00 403-M MILLING 193 }5.00 $91S.00 $30.00 $5j490.00 $2.9-W $5,124.00 $1,921-50 501.6-I8Z., REMOVE EXISTING 18"RCF1 STORN'SEI%.'.,IER LF GO S15.00 $900.00 $1G-50 $990-00 522.00 $1,32-0.00 $15-75 $945-00 501-6-24 INSTALL 24"RCP STORM SE%VER LF 16 $150.00 �2,4-3 0.-3 0 $85-00 $1,3 GO.00 s9s.-Oc. $1,52-0.00 $84-00 $1,344-00 501.1542 INSTALL 12"WATERLINE LF G20 S75.00 $46,950-00 $79-00 $490454.00 $4G.-OD $28,79G-00 $75_77 S49,297-50 501.15-1.2 REMOVE EXISTING 12"WATERLINE LF 230 $10.00 $2,360-00 $27,00 $5,372.00 $11-0c. $2,59G.Gc-1 $26,25, 55,195.0c' 502-1 ADJUST MANHOLE 2 $1,000-00 S2,000-00 $SSO.00 -1.700.00 S330.00 SGGO.00' S940.00 S1,68,0-0c. 502-1-R REMOVE EXISTING MA 7 MANHOLE 1 $3,000.00 $3,000-00 $8S0.00 350.00 $890.00 S880.()C. $940.00 $940,00 .C.1-1 502.3-1 INSTALL 5-1/4-1 FIRE HYDRANT ASSEMBLY 2 55,.000-00 11-0..000-00 $4,000.00 S..000. 7 00 S3,800-01) .,CDID 3,04S.00 S6,030.00 5 02.3-P REMOVE AND SALVAGE 5-1/L'FIRE HYDRANT ASSEMBLY 1 $3,500-00 53J5.00-00 $3S0.00 $350.00 $550.00 S550.00 $525.00 $525.00 502.0 ADJUST WATER VALVE 1 S1.500-00 $1,500-00 $300.00 3.30.00 5220.00 S 2 2 0.0 C- $183.75 $183-75 502.6-12 INSTALL 12"GATE VALVE = E 3 �2,500-00 $5,000-00 $2-'soo.00 5,600.00 $2,200.00 S4,400.00 $2,835.00 5,670-00 506.9-8 CUT AND PLUG EXISTING 9"WATER LINE $2,000-00 $2,000-00 $700.00 $700.00 $S50.00 S 5-5 0.0 D $525.00 $525.0() 506.9-8-12 CUT AND PLUG EXISTING 12"WATER LINE $2,500,00 $10,000�00 51,200.00 $4,900.00 $890.00 $3,52-0.00 $1,05 0.00 $4,200-00 702.5 INSTALL IUSTANDARD CURB INLET S10,000-00 S10,000.001 S3,800.00 $3J800.00 52,600-00 S2,G00.00 $6,000.00 S6,0w.00 801 TRAFFIC CONTROL L--- S50,000-00 550..000.00 S2-0,000-00 $200000,0,0 $65,380.00 $65,390-00 $46,200..30 S46,2-o 0.o 0 0- 802.2 RETAINING WALL 5350.00 5.3,150.00 $525.00 54,72S.00 5 1.1-3 0.00 $9,1300.00 $500.0.3 S4.L>-O Cl.00 804-4DW 4"DASH WHITE LINE LF 5$1-00 $976.00 ri-20 �1.051.20 $2-25 $1,971.00 S2-62 S2.21,35.12 7 -- -44.0[ES:41DY 14"DASH YELLOW LINE LF I -�-III '%,..,-4C-.CO �2.25 1 S450-00 54-22 I -1.01D S200.00 1-2-0 1 Engineers Estimate Duke Construction Scales Constructlo,) ILLIz Lerma Const- PAY ITEM D ESCR I PTI 0 k I..'17 PPOJECT TOTAL I I I Pri'C:I: Cost Priu- Cost price! Cost- PricE Cost BM-4SW 4"SOLID WHITE LINE LF 498 s I-c1c.. $498.00 51.15 $S72.70 $1�85 $921,30 S2_53 $1,259.94 804-45Y 4"SOLID YELLOW LINE LF 15G2 ;1.00 S1,562-00 51-15 }1,796.30 $1.75 $2,733.50 S1.98 $3.rO92--76 8 CL4-SSY 8"SOLID YELLOW LINE L F 3OG �2.00 $612.00 54-00 $10224.00 S3.25 $994.50 S4_62 $Ir4l3.72- 304-12SW 12"SOLI 1)lv'.,'H ITE LINE LF 127 W00 S1,016.00 S G_00 5762--00 S91-00 $1,143.00 S12-0-1 S 1,S 3 2__99 304-24SW 24"SOLI D WHITE LINE LF 318 S12.00 53,8 1 G-0 0 SS-50 2,703.00 $17.50 $5,5 C's.Do $19-90 5 Gro 10.20 $304-CAA PAVE M ENT M KI ICI G-DOUBLE AR ROW 4 S22SiGCI S900.00 $95.00 S380-00 5247.00 S936.00 50063 1r402_.52_ 3D4-0 PAVEMENT MARKING-"ONLY 5 $15u.uu �750.00 $110.0c sssaoo $192,00 $960-00 $275.00 $1,375-00 3 04-R REMOVE PAVEMENT MARKINGS(4 14) LF 1940 $1.00 S1,940.00 50-96 `=._l.8G2.40 S1_45 $2,813.00 1-GO $3,104-00 8 CL4-RSA REMOVE PAVEMENT MARKINGS-ARROW 8 100.DO Soo.00 $15-00 $120-00 515S.00 $1.,240.00 $216,S7 S1,732-56 304-SA PAVEMENT MARKING-SINGLE ARROW S150.00 ;1,350-00 $80-00 -3720_00 S140.00 $1,,2GO.00 S183.34 st.65ax. 305-2-4-3 2"PVC SCH 40 CONDUIT(TRENCHED) LF 660 $6-50 S4,290.00 53-50 $2,310.00 $11.00 $7,260.00 12-60 $8,316-OW0 305-2-S-3 2"PVC SC H 80 CONDUIT fTRENCH ED LF -,1-1 $9-00 S 1,G8 0..0 0 57-25 �-.1,522.50 S12600 $2,.520.00 S13-C7 2,,8,6 G_51) 305-3-40 3"PVC SCH 40 CONDUIT fTRENCH ED LF i--: - -$10.00 S1,450.00 58.75 M,2GS.75 $13.00 $1,-BS5.00 $17-50 $2,537-50 305-3-SOB 3"PVC SC H 80 CON DIRT(BORED) LF 570.0,0 -S-7,35D.00 $35-00 S3..(?75.00 $24.00 $2-,52-0.DO $293S $2,97 G_75 8 05-4-SOB 4"PVC SC H 80 CONDUIT(BORED) LF 111 SSO-00 JLG,800-00 $39,00 $S,190.00 $26.00 $5,4 CC).00 $29-40 $6,174-00 305-GB ELECTRICAL CONDUCTOR(BARE ti NO.G LF 131.3 52-75 53,G02.50 S1.2-S $1,E37.30 $1-50 51-50 S1..1)55.00 3CI5_GI ELECTRICAL CONDUCTOR(INSULATED)N 0.C LF 2380 $3-00 ;7,140.,00 S1-75 $4,165�00 $1,65 $3,132-7.00 51-64 3.53 3.2 0 4 1:11 C-5-G P. GROUND BOX WITH APRON 13 �1300.Do $11,700-00 }1,000,00 S 13,000,00 $672,00 Sgr736.00 $672.28 S8,7 3 9-C 305-1 L L U M ILLUM POLES(BREAKAWAY MOUNT) F-A G $5,.00U.00 S 3 0,000.0 0 5 C,,000.00 S 3 G,000.00 1$100940.00 $65,.(;40-1)0 $40565.GG 27�390.001 305-SIB ELECTRICAL SERVICE&POLE EA JL $9,500.00 S9,500.00 C,.000.00. SC,,000.00 $2,300.00 $21,300.00 $3,13S.00 $3,.135-00 305-VIVE)S VIDEO IMAGING VEHICLE DETECTION SYSTEM 7 Ap 1 $200000.CU 20,000.00 52_5..000_G0 $25,000.00 $2-40300.00 $24.,3DO-00 52-4,S30-00 S24,530.00 3OG-5TC TRAFFIC SIGNAL CABLE:_5 CONDUCTORS) LF 390 $5-00 1,9 0 0-00 52-50 $950-00 $4-30 $1,634.00 S4_3 t 1,641.00 8 OG-7TC TRAFFIC SIGNAL CABLE:7 CONDUCTORS) LF 34S $7-50 �2,S87_50 51,00 $1003S.00 $6-30 $2,173.50 56.3 7 S 2.19 0.7 IS 3OG-12TC TRAFFIC SIGNAL CABLE(12 CONDUCTORS) LF G5 s1a-00 GSO.00 54-50 5292-5-0 0.100 SO.00 S7_GS $499-20 8OG-20TC TRAFFIC SIGNAL CABLE(20 CONDUCTORS) LF 497 S12_00 SS,940.00 58-2-5 $40093.75 $16-w $7,92-0.00 $15-95 57,895-25 3OG-TS32 TRAFFIC SIGNAL POLE W/32'MAST ARM 2 $70,000.00 S.13..000.00 S 26..000.00 $2-30000.00 54G.000.0C 5ILSJ7,32-50 5-31,585.00 8 OG-TS44 TRAFFIC SIG NAL POLE W144'MAST ARM $40,000-00 $80,000-00 S.16,000-00 S 3 2,000.DO $2-50800.001 551,G00.C-1.1 1517,222-50 534,445-00 - n.- I-I."I �4,180.00 $4,180.00 307-R REMOVE AND SALVAGE TRAFFIC SIGNAL SYSTEM L' 2-5.000.00 �2 5,000%00 .00 �4,000.00 $4.,100-00 $4,1!u' U-1 TOTAL COST $1,194,068.01 51,249.,552.31 S1,315,017.01 $1,327,183-51 Location Map IM 1, , 1 a r b. 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