Loading...
HomeMy WebLinkAbout28 - CC-11 - Attachment 1 - 3/18/2014CITY OF COSTA MESA FOR PAYMENT ON THE WARRANT LIST OF: 01/03/13 4th Payment to: GMC ENGINEERING, INC. 1401 WARNER AVENUE, SUITE S. TUSTIN CA 92790 PROJECT: WILSON STREET AT HARBOR BOULEVARD INTERSECTION IMPROVEMENT City Proiect No. 13-07 DATE: 17/27/13 PAGE: 1 OF 1 rr war Paewoos rorty. Wo �^" ' oascRwncR PRICEauAMflY TMESTMAW 0A1F. aMddrf TM r PRICE t 1 1 - LS Mobilization LS Traffic Control $45,000.00 518.150.40 100 % 0 % 100 % 545,000.06 $0,00 $45,000.00 $45,000.00 2 - 100_% 1 FA ,_0 % D FA 100 96 1 FA 18.150:00 $10000.00 .�` 578:150.t>D�S18750.00. _ 3 1 FA Pro Marlapement �_.._ __ $10.040.00 50.00 10 LOOQ� $10000. ^ 100 % _ 0 % 4 1 350 A Cleari and Grubbing �� Y Uncass(fied Excavation (Roadway)(F) �$17�O $85,OQ 100 % $17.320.40 . $0,(m �$ S1Z.32Q. S17 320.-00 5 350 CY 0 CY 350 CY 529x750.%~ $O,t70 $29750,00 $29750,04 6 540 LF ConsUuct B° PCCC median curb. T "A" $11,50 538 LF _ 2 LF 544 LF $6187,00 523.00 $6.210.Oq 7 235 LF Construct 8' PCC over 6" CMB curb and gutter, Type C-8 $22'65 213 LF 22 LF 235 LF $4,824.45 $498.30 $5,322,75 $5,322.75 e ___145Q SF Construct 4' PCC over 4" CMB sidewalk MOO 1,451 SF 0 SF 1451 SF $7 255.00� $0.00 ��$7 255.00 7 t)AQ 9 775 SF Construct 4' PCC over 4" CMB sidewalk return scored 2'x2' $7.25 pattern with afternate rock finish 0 SF 775 SF 775 SF $0.00 $5,618.75 $5,618.75 $5,616.75 to 2 EA ConsWct4"PCC over4"GMBaxbrampper Cattra s, Std. $1,600.00 _ _ A" 1 EA 0 EA 1 EA $1,600.00 $0.00 $1,600.00 $3,200.00 13 1 EA Adjust to prade existing manhole rim and cover $1.- .(#} 0 EA / EA t EA $0.40$1.565.00 S1 585.00 $1,585.00 17 740 SF Construct masonry retaining wall with colored mortar finish $42.80. _ Per SPPWC 618-3 740 SF 0 SF 740 SF $31,672.00 $0.00 $31,672.00 $31,672.00 191,200 SF Construct 4" thick red brick stamped concrete over 4" thick $6.85 sand beddin 1,200 SF 0 SF 1,200 SF $8,220.00 $0,00 $8,220.00 $8,220.00 24 3 EA Relocate a dstinp newspaper rack $254_QO 3 EA 0 61 3 EA $75(? ,_ _58250.00 $0. 750.00 S7150.00 31 625 TON As halt concrete vement $90.00 625 TON 0 TON 625 TON : SO.QO - 556 50.00 $56 50.00 33 1 1[. Traffic signal modification $77.000.00 100 % 0 % 100 % $77 000.00 $0.00 $77 000.00 $77 x.00 34 1 i Si nine and striping LS E _ $7 700.00 $2425.00 100 % 0 % 100 % $7.700 . SOAQ $7.70.0.40 Z 700.00 36 0 % 0 % 0 % 50.00 50.00 $0.00 2 425.00 37 1 S Lan son - $9,535.00 0 % 0 % 0 % $0.00 $Oa 50.00 535.00 38 1 Relocate ex EA Relocate existin biftboard sign _ _ $1,1.000 ___k EA 4 EA 0 EA .00 $0,00 $O,OD $1.00 39 1 EA Reconstruct and adjust to grade existing sewer cleanout $971'00 1 EA 0 EA 1 EA $911.00 $0.00 $911,00 $911.00 53 200 SF 8" PCC over 8" CAB Cross Gutter 58.50 2tm SF 0 SF 200 SF $1,700.00 $0.00 $150 $1 700.00 PROJECTTOTAL 24 289:45 57 705.65 5339 56 50 50 E CHANGOROERS C01 1 1, LS As 090 WWWArans Dditkws to the 32.7 Daftrisfrom the project 17 (740) hcomortarfinish SF ConstructPWC616at;ta9lingwag with ated I Iver $42.80 0 SF (740) SF (740) SF $0.00 ($31,672.00) ($31,672.00) (531,672.00) 37 1 (625) TON As haft concrete pavement $90.00 0 TO (6251 TON (625) TON $0. 556.254.001 (556,250.00 fS." 750 Go) AddWans to the protect Additional Traffic signal work for new 7ype it service, Install A t LS New Type P cabinet and remove abandoned storm drain for $7,170.00 0 % 100 % 100 % $0.00 $7,170.00 $7,170.00 $7,170.00 negotiated Woe B 1 FA Additional tot reVisionsatfaMM22 nt $1375.00 0 FA 1 FA 1 FA $0.00 $1375.00 $1375.00 113!6.00 G 1 S Ad wo* f price $11 105.00 0 % 2s % 29 % 50.00 P45 081 $3.245.00 $11,106 D 1 LS Additional haft concrete Paving for negotiated price $68.137 2 0 % 99.3979 % 199.3979 % $0.00 $67,727. $67,727. 37:25 CO2 f LS Delnfon and addltonal worts to cordract relating to the new man island construction on WAson Street $8,405.00 Oetr7ions friNrr the est 19 (1,20D) SF lConstruct 4" thick red brick stamped concrete over 4' thick $6.85 sand bedding 0 SF (1,200) SF (1,200) SF $0.00 (58,220A0 )($8,220.00) ($8,220.00) Addr6ons to the prc*ct A7 940 SF I Install 6" river rock cobble $15.601 0 SF 1 940 SF 1 940 SF 1 $0.001 514570.00 $14"574;00 $14.570A0 B t LS I Remove existing 2 foot thick AC and install two tree wells 1 $2,055.00 0 % I 100 % 1 100 % 1 $0,00 $2,055.00 $2,055.00 $2,055.00 PROJECT TOTAL fiA 9 d5 $7.705.051$331 994.50 --- 53$5 0«73 S