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2012-227C.1
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2012-227C.1
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Entry Properties
Last modified
1/7/2016 2:05:06 PM
Creation date
10/1/2015 5:05:17 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Addendum
Approved Date
12/18/2012
Control Number
2012-227C.1
Agenda Item Number
12.I.2
Entity Name
Dickerson, Florida Inc.
Subject
Addendum No.1
66th Avenue Roadway Improvments
Area
SR 60 to North of 49th Street
Bid Number
2013008
Supplemental fields
SmeadsoftID
11698
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* ADDENDUM #1 11 -94012 <br /> ITEMIZED BID SCHEDULE <br /> PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) <br /> IRC PROJECT NO./BID NO. : 0545/2013008 <br /> BIDDER'S NAME: xx, <br /> .a:M:; '�`i $ ya" .Y.j DesC►i t(Of1 �: eay�^.t+ '` azw n y .u� j .. 'L'a a s.. ai - �"X,, rq :Ai' "+�9 C C ` <br /> `�n Y7 .:...1 ..0 .. :; s < . . <br /> FROM STA 219+40 TO STA 245+90 05456 <br /> 580- 1 - 1 D DWARF INDIAN HAWTHORNE (3G , 12"HT X 15"SPR 24" O.C .) 190 EA <br /> 580- 1 -1 H • RED TIPPED COCOPLUM (3G , 24" HTx18" SPR , F, 30" O . C.) 190 EA <br /> 580AAJ DWARF FIRE BRUSH (3G, 24" OA, F , 30" O . C .) 456 EA <br /> 580- 1 -213 JAPANESE PRIVET TREE (CG , 12' OA, 8' CT, STD, F, SP, A. S .) 6 EA <br /> 580- 1 -2E LIVE OAK (FG, 12' HTx6' SPR, 3"C , F , SP, HO As So) 4 EA <br /> CABBAGE PALM (FG , 8'-20' CT HT, BTD OR SLT TR , Sun <br /> 580- 1 -2F grown , HV, CAL, 8P, A. S .) 20 EA <br /> 580- 1 -2G FOXTAIL PALM (FG , 8' GW, Full Head , No Scars , SP, A.S .) 6 EA <br /> 59040 IRRIGATION SYSTEM , COMPLETE 1 LS <br /> 41st STREET BRIDGE <br /> 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS <br /> SUPERSTRUCTURE <br /> 400-24 CLASS II CONCRETE BRIDGE DECK 158 . 1 CY <br /> 400-24A CLASS II CONCRETE SUPERSTRUCTURE 17 CY <br /> 4004-5 CONCRETE CLASS IV SUBSTRUCTURE 103.4 CY <br /> BRIDGE DECK GROOVING & PLANING - DECK THICKNESS <br /> 400-9 8.5" AND GREATER 279.6 , SY <br /> 400- 10 CONCRETE CLASS II APPROACH SLABS 95.6 CY <br /> 415-14 REINFORCING STEEL SUPERSTRUCTURE 55,363 LB <br /> 415- 1 -5 REINFORCING STEEL SUBSTRUCTURE 81412 LB <br /> 415- 1 -9 REINFORCING STEEL APPROACH SLAB 18 ,882 LB <br /> 455- 143-3 18" sq PRESTRESSED CONCRETE EST PILE 215 LF <br /> 455-343 18" sq PRESTRESSED CONCRETE PILE 11480 LF <br /> 521 -5- 1 CONCRETE TRAFFIC RAILING BARRIER - 32" F SHAPE 94 LF <br /> CONCRETE TRAFFIC RAILING BARRIER - (42" VERTICAL <br /> 521 -542 FACE) 88 LF <br /> 530-34 RIPRAP RUBBLE DITCH LINING 437 TN <br /> 801 TRENCH SAFETY COMPLIANCE OVER 5' SEE SEC . 00454 1 LS <br /> 802 TRENCH SAFETY COMPLIANCE SHORING SEE SEC . 0047n, <br /> LS <br /> 803 PUBLIC CONSTRUCTION BOND LS <br /> FROM STA 129+00 TO STA 245+90 05456 SUBTOTAL <br /> OD31D-22 <br /> F:\Public WOrks\ENGINEERING DIVISION PROJECTS0545.66Th Ave SR6D to 57th St (Arcadis)\Admim\Bid Documents\Addendum #1Utemized Bid Schedul"545 ADD1ids <br />
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