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* ADDENDUM # 1 4- 16 - 12 <br /> ITEMIZED BID SCHEDULE <br /> PROJECT NAME : MISCELLANEOUS DRAINAGE CULVERT REPLACEMENTS <br /> PROJECT NO , 1142/ BID NO . 2012037 <br /> BIDDER' S NAME : <br /> Item No. Description ' : Unit Quantity Unit Price Amount <br /> 108 -2 SURVEY CONTROL ( INSTALURE- ESTABLISH ) LS 1 - x <br /> 108-4 N . P . D . E . S . PERMITTING LS 1 G' <br /> 110- 1 - 1 CLEARING AND GRUBBING LS 1 1 v( ( ;cix Li <br /> 120- 1 EXCAVATION REGULAR LS 1 4 Ccv , c? c ( I pcn ( > , CCS <br /> 120 -6- 1 EMBANKMENT LS 1 (vC� ' • c' G (� ': , LL ' <br /> 160-4- 1 TYPE " B" STABILIZATION 12" SUBGRADE LBR 40 SY 164 (o . ( '' C c ) , Ci' <br /> 285 -706 8" CEMENTED COQUINA SHELL BASE 2 LIFTS OPTIONAL BASE GROUP 6 SY 113 <br /> 334- 1 - 13A SUPERPAVE ASPHALTIC CONCRETE 1 - 1 /2" SP- 12 . 5 SY 103 �, c"� U G 4� , f1b <br /> 334- 1 - 13B SUPERPAVE ASPHALTIC CONCRETE 1 " SP-9 . 5 SY 103 5 , C <br /> 400-2-2 CLASS II CONCRETE FOR HEADWALLS CY 33 . 8 1 401 oG <br /> 415- 1 - 1 REINFORCING STEEL (ROADWAY) LBS 3 , 598 <br /> 430- 175- 166 CONCRETE PIPE CULVERT CLASS III (661f) LF 56 U . L'(:) U , G( i <br /> * 570- 1 -2 PERFORMANCE TURF (SOD) (BAHIA) SY 234 <br /> 706-3 R . P . M . BI -DIRECTIONAL AMBER/AMBER EA 4 O • G' U Lt QitL3 <br /> 711 - 11 - 125 SOLID TRAFFIC STRIPE HITE) (2411) SY 13 I� . CD <br /> 711 - 11 -221 ISOLID TRAFFIC STRIPE DOUBLE YELLOW) (611) LF 50 © C � ` J �/ • cx) <br /> P- 1 TEMPORARY BY-PASS SYSTEM - HYDRAULIC PUMP 15000 GPM LS 1 UGv , vr bGc> . oc <br /> 15TH AVENUE & 8TH STREET SUBTOTAL yq <br /> 13TH AVENUE & 8TH STREET - 1142C <br /> 101 - 1 MOBILIZATION LS 1 f) GYr , c (? ( d�>p , E)o <br /> 102- 1 MAINTENANCE OF TRAFFIC SEE APPENDIX "B" LS 1 ` �' Vin , Lx� t) 0 , OCA <br /> 104- 1 EROSION AND WATER POLLUTION CONTROL LS <br /> 108- 1 AS-BUILT DRAWINGS LS 1 5(X� . DO vat : C>C1 <br /> 108-2 SURVEY CONTROL INSTALURE-ESTABLISH LS 1 5CY3 , DU Jbb, Oft <br /> 108-4 N . P . D . E . S , PERMITTING LS 1 � fl . © 0 <br /> 110- 1 - 1 CLEARING AND GRUBBING LS 1 G(7, l r? ` O C1 . UO <br /> 120- 1 EXCAVATION REGULAR LS 1 " 600 , 06 fi60 . CsO <br /> 120-6- 1 EMBANKMENT LS 1 OD , E_ v f�C?� On <br /> 160-4 - 1 TYPE " B" STABILIZATION 12 " SUBGRADE LBR 40 SY 164 . �'�' �1 4f". C)o <br /> 285-706 8" CEMENTED COQUINA SHELL BASE 2 LIFTS OPTIONAL BASE GROUP 6 SY 113 . �� • ( ' C � 3 , C >� <br /> 334- 1 - 13A SUPERPAVE ASPHALTIC CONCRETE 1 - 1 /2 " SP- 12 . 5 SY 103 C (,, , r7c' <br /> 334- 1 - 13B SUPERPAVE ASPHALTIC CONCRETE 1 " SP-9 . 5 SY 103 �// �> , a .� ✓ G <br /> 400-2-2 CLASS 11 CONCRETE FOR HEADWALLS CY 34 . 6 k7 9a. to ai y - <br /> 415- 1 - 1 REINFORCING STEEL ROADWAY LBS 31598 � 5 ✓ �� �5 �rC <br /> FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1142-Mist Culvert Replacements\Ndmim\bid documents\Addendums\ 1142 Itemized Bid Schedule .xls 00310-4 <br />