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•CSOUTH ALGAL NUTRIENT REMOVAL FACILITY BID TABULATION FORM ATTACHMENT B-PC SOUTH NUTRIENT REMOVAL FACILITY BID TABULATION SUMMARY
<br /> )ATE:June 5,2013 ..
<br /> QuanOly unit Clow Construttion,LLC Gibbs&Register,Inc Whartom5mith,Inc. Lues Marina Acquisition Co.LLC Cardinal Contractee,nc
<br /> Item Description Unit Price Total Bid Amount Unit Price Total Bid Amount -Unit Prtce Total Bid Amount Unit Price Total Bid Amount Unit Price Total
<br />Bid Amount
<br /> 1.0. -GENERAL ITEMS 1 LS $300.000 0 $30,000.00 5350,000.00 5350,0(x1.00 $340,000.00 $340,000.00 5170,288.00 $170,288.00 5319,000.00 $379,000.00
<br /> 1.01 MobilizationlDemobtlization 1 LS 52 50.0 $2,50.0 550 00.0 55.,00.0 54.00.0 $4,00.0 SB 050.0 $6,050.0 54.300.0 $2,30.0
<br /> 1-.02 Malntenence of Traffic 1 LS 55,00:0 55,00.0 54.00.00 $4,000.00 510,00.0 $10,00.0 510,00.0 510,00.0 52,50.00 $2,50.0
<br /> 1.03 P ed Record Documente 1 LS $65 )0.00 565,000.0 550,00.0 $50,00.0 580,00.0 $60,00.0 530.00.0 $30,00.0 5191,00.00 $191,000.0
<br /> 1.04 Public Construction Bond 1 LS 515,00.0 $15,00.0 515,00.0 $15,00.0 $15,00.0 515,000.0 530.00.0 $30.00.00 525,00.0 $25,000.0
<br /> 1.05 Land Su Work 1 LS 51,50.0 $1,500.0 52,00.0 $2,OD0.Oo 51,20.0 $1,20.00 51,000.0 $1,00.0 53,00.0 $3,000.0
<br /> 1.06 Construction Photographs
<br /> 1.07 Insurance Cove -e 10.0
<br /> 1 LS 58,00.0 58,00.0 57.00.0 $I,OOAO 51,00.0 51,00.0 534 250.0 $34,250.0 510.0
<br /> 1.071A General,Uabi Insurance 1 LS 58,000.00 $8,000.0 51,00.0 $1.000.0 51,00.0 $1,OOA0 53,60.0 53,60.0 510.00 510.0
<br /> 7:078 Automobile Usbifty Insurance 1 LS 58 000.00 $2,00.00 $1.0 $1,000.00 5250.0 $250.0 517,125.0 $17,125.0 510.00 $10.0
<br /> 1.070 Excess III III I I Insurance t LS 58,00.00 58,00.0 St 000.00 $1,000.0 5500.0 $50.00 526,825.0 $26,825.0 5100.0 5100.0
<br /> 1.07D Workers Compensation and Employers!L.iabill Insurance 1 I.S - 58,00.0 58,0010 51,00.0 51,000 55,00.0... ...$5.00.0 58,560.0 $6,560.0 ..56,00.0
<br /> $6,00.0
<br /> 1.07E Builders{RlslI Risk.Insurance
<br /> X2:0 CONSTRUCT ION'OF THE SOUTH RELIEF CANAL PUMP'STATION
<br /> 2.01 CON Wctfile 50th Rellaf'Cenal Pum Station and lace it Into on. t LS $460 769.0 5460.769.00 SBG0,00.0 $860,00.0 57,450,00.0 $1,450,00.00 5852,00.0
<br /> $852,00.00 5608.000.00 $6$2,00.0
<br /> Conaedcto.2A'force main Installed U others In 27'Avenue M•of-at 1 LS $2,617.0 52,617.0 53,50.0 53,SOOAO 57,50.0 $1,50.0 512,00.0 $12,000.00
<br /> 52.300.0 5x'30'0
<br /> 3.0 CONgTRUCTION OF THE PC SOUTH ALGAL NUTRIENT REMOVAL FACILITY $32,000.00
<br /> 1 LS 56.50.0 .53,50.0 $3 m 525.00.0 $25.00.0 521,000.0 $21,00.0 532.00.00
<br /> 3.01 Preventlon,control,end abatement of erosion and water pollutbn from the construction elle $6.50.0
<br /> and CONTRACTOR'a adivRlea 1 LS 515,00.0 515,00000 56,00.0 56.00.0 33,00.0 $3,OOA0 520,000.0 $20,00.0 53,00.00 $3,00.0
<br /> Dento660s 1 LS 337,50.0 337,500.0 590,00.0 590,00.0 5125,00.00 $125,00.0 175,00.0 S7S,ODD.O
<br /> 3.02 . 550,000.00 $50,000.00
<br /> 3.03 Clear and rub site 1 LS 5890000 5890,00.0 $500,00.00 $50,000.0 5650,000.00 $650,0000 5420,00.0 $420,000.0 5625,991.0 $$15,991.00
<br /> 3.04 Earthwork end Ske radio 1 LS 521,338.0 $2T',338.0 $15,00.0 $25,000.0 550,00.0 $50,00.0 $45,00.0 545.00.0 $$2.30.0 $$2,000.0
<br /> 3.05 Rubble R re 1 LS $2,599.0 $2,599.0 $3,50.0 53,5010 51.50.0 $1,50.0 $3,30.0 $3,30.0 52,30.0 $2,30.
<br /> 3.06 CormBetio 24'force main installed tiothers in 27°i Avenue ri ht-of-wa 0 $O 0 $O 0 $p 0 $0.00 50.00 50.0 $0.00 $0.0 $0.0 $
<br /> 3.07 Omitted $4.00.0 52.80.0 $90.0 $90.0
<br /> 1 LS $1,20.0 $1,20.0 .0
<br /> $3.000.0 $30.0 00
<br /> $4,0 . 52.800.0
<br /> 3.08 Remove and dispose existing culvert in the IRFWCD sublateral ditch along'5s'Street SW $14,000.00
<br /> $72,00.00 $30,00.0 $0000.0 $20,00.0 520,00.0 $14,00.0
<br /> 1 LS $11,699.0 -$12.699.0 $1x,000.0
<br /> 3.09 Furnish and install new 0'RCP culvert in the IRFWCD sublateral ditch along 5°Street SW $1,300.00
<br /> 53.800.0 $1,300.00
<br /> 3.1 Conned to existing 51 Street SW asphalt road and construct entrance drive within 5°1 Street 1 IS $7,000.00 $700.0 513,00.0 $L3000.00 $1.50.0
<br /> $1,50.0 $3,eoo.0
<br /> SW'ht-of-wa and IRFWCD ht-of-wa 1 LS $,52,000.00 512,00.0 $35,00.00 $35,00.0 $50,00.0 $50,000.0 543,00.0 $13,000.0 535,00.00
<br /> $35,000.0
<br /> 3.11 As hait driv sway within the project site 1656 Sy $20.70 534,279.20 $20.0 $33,110.0 $20.0 $33,210.0 516.25 $26,970.0
<br /> 524.0 $39,744.00
<br /> 3.12 MSlin road and milli s turnout area 1 LS $58,298.00 $58,298.0 $70,00.0 I $70,000.0 545.000.00 $45,00.0 551.000.00 $51,000.0 568.00.00
<br /> $68,000.0
<br /> 3.13 Structure Sl 1 LS 57.989.0 $7.989.0 512,00.0 $12.000.0 510.00.0 Sio,00.0 59.00.0 $9.00.0 $9,00.00 $9.00.0
<br /> 3.14 SWdure S2 1 LS 539,219.00 539,219.0 550.00.00 550,00.0 530,00.0 $30,00.0 542,00.0 $42,00.0 540,00.00 $40,00.0
<br /> 3.15 SWdure S3 1 LS 57,455.00 $1,655.0 57.000.0 57,00.0 53.00.0 53.00.0 $1,10.0 $1,10.0 52,00.0 52.00.0
<br /> 316 SlruLture S4-24 RCP flared end sedton er FDOT Index No.270 1 LS 54 218 0 $4,219.00 $5,500.00 $5,50.0 $5,00.0054,600.0 54,60.0 55,00.0 $5,000.0
<br /> 3.17
<br /> Structure S5 1 LS 54,219.0 $4,219.0 $5,50.00 SS,50.0 $5,00.0 $5,00.0 572,00.0 532,00.0 35,00.0 55•x•0
<br /> 3.18 Structure S6 1 LS 512.419.0 $12,419.0 $5.50.0 $5,50.0 55.000.00 $5,00.0 54.40.00 $x,40.0 53,500.00 $3.50.0
<br /> 3.19 Structure S7 1 LS $19.336.0 $19.336.0 $25.00.00 $25,00.0 572.00.00 $12,00.0 56.500.0 $6,500.0 522,00.0 $22,00.0
<br /> 3.20 Structure SS1 LS $5 528.0 0$5,528. $12,000. $12,00.0 510,00.0 $10,00.0 56,500.0 56,50.0 58,00.00 51,001.0
<br /> 3.21 CAP connection from Structure S1 to IRFWCD subiateral ditch aloe 5'Street SW 1 LS $1,828.0 $1,828.0 $2,50.0 52600.0 55,00.0 55,000.0 53,30.0 53,30.0
<br /> $3,50.00 53,500.00
<br /> 3.22 CAP from Effluent Structure to Structure S2 1 LS 55,214.0 $5,214.0 $19,00.00 $19,00.0 53,00.0 $3,00.0 56.800.0 56,80.0 514,00.00 $21,00.0
<br /> 3.23 CAP from--Structure S2 to cashing Pond - 1 LS $8,412.00 $8,412A0 520.00.00 520,000.0 53,00.0 $3,00.0 570,00.00 $10,00.0 $13,00.0
<br /> 513.00.0
<br /> 3.24 CAP from Structure S3 to Poliehin Pond 1 - LS E2 722 0 $2,712,00 $3,00.00 $3,000 $3,00.0 $3,000.0 52,20.0 52.x0.0 53,00.00 $3.000.00
<br /> 3.25 24'.RCP Harvest Water Dlsohe a Pipe(from Harvest Structureto Structure S4) 1 LS 58,564.0 $2,564.0 513,00.00 513,000.0 $10,00.0 $10,00.0 -511,00.0
<br /> $11,00.0 51200.00 $11.000.00
<br /> 3.26 18'CAP from Structure S6 to SWdure S5 1 LS $2.581.00 $2,591.0 $4,00.0 $1,00.00 53,00.0 $3,00.00 53,500.00 $3,500.0 55.000.0 55.00.00
<br /> 3.27 15'CAP from Structure 58 to SWdure S6 f3 000.00 $2,200.0 56.00.0 $6,000.0
<br /> 3.26 15'CAP from Structure S7 to the mitered end section at the Stormwater Retention Basin
<br /> 1 LS $2.442.00 $2.442.0 $3.00.0 $3.00.0 $3.00.0 52,200.0
<br /> 3.29 15'CAP mitered end section at the Stermwatar Retention Basin 1 LS $491.0 $x92.0 $3,000.0 $3,000.0 52,00.00 52,00.0 5900.00 $90.0 52,00.00
<br /> $x,000.0
<br /> 3.30 Wetland and Polishing Pond system 1 LS $310.00.0 $31.,000.0 $450,00.00 $460,00.0 5340,00.0 $310,000.0 S45A.000.00 $450,00.0 5250,00.0 $250,000.0
<br /> 3.31 Wetla d an Basin 1 LS 540,000.0 540,00.00 5130,000.00 $130,00.0 $80.00.0 $80,00.0 5140,000.0 51x0,0..0 555,000.0 $55,00.0
<br /> 3.32 BondsStormHoldter ing
<br /> Basin 1 LS 5%.000.0 $35,00.0 135,000.0 $35,000.0 $90,00.0 $90,00.0 532 000.0 $32,00.0 530.00.00 3 690.00
<br /> $30,000.0
<br /> 3.33 Concrete Work Pad at Headworka Structure 344 LS $117,413.000 $117,$34,4103.0 5155,00.00 5$26,20..0 -100,00.00 $100,00.0 5180,00.0 S380,00.0
<br /> $155,$
<br /> 00.00 $155,00.0
<br /> 3.34 Concrete Work Pad at Effluent Structure
<br /> �rirr/
<br /> 0
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