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2012-123A
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2012-123A
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Entry Properties
Last modified
12/30/2015 12:10:34 PM
Creation date
10/1/2015 4:34:28 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
07/03/2012
Control Number
2012-123A
Agenda Item Number
8.N.
Entity Name
Ranger Construction
Subject
Contract Documents and Specifications
27th Avenue Milling and Resurfacing
Area
27th Avenue, Oslo Road to SR 60
Project Number
0391
Bid Number
2012029
Supplemental fields
SmeadsoftID
11356
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ITEMIZED BID SCHEDULE <br /> 27TH AVENUE MILLING & RESURFACING (OSLO ROAD TO SR60) <br /> IRC PROJECT NO , 0391 / BID NO . 2012029 <br /> BIDDER'S NAME ; Ranger Construction Industries , Inc . <br /> an <br /> 101 - 1 MOBILIZATION NOME <br /> ( 1 LS �a 8� � <br /> 102 - 1 MAINTENANCE OF TRAFFIC <br /> i LS a � � x �67 <br /> �j� Go <br /> 104- 1 EROSION AND WATER POLLUTION CONTROL 1 LS ° CYC° <br /> 108- 1 RECORD DRAWINGS/AS-BUILT DRAWINGS 1 LS ' <br /> 108 -2 SURVEY CONTROL ( INSTALL/RE- ESTABLISH) 1 LS ae vo <br /> 110- 1 - 1 CLEARING AND GRUBBING 1 LS � U 0 <br /> 120- 1 EXCAVATION REGULAR 532 Cy y TJ7 S <br /> 120-6- 1 EMBANKMENT 232 CY 1� .Z! <br /> 1604- 1 TYPE "B" STABILIZATION ( 12' SUBGRADE LBR 40) 11958 SY l4_ ,2 ? 3.? � as <br /> 285-706 8" COQUINA OPTIONAL BASE (GROUP 6) (TWO LIFTS) 11537 SY ! 4r0 � Jr�� <br /> 327-70- 1 MILLING EXISTING ASPHALT PAVEMENT (DEPTH VARIES D <br /> FROM 1 " TO 2") 77, 506 SYf, j <br /> L <br /> 334- 1 - 13A TYPE S . P . 12 . 5 ASPHALTIC CONCRETE ( 1 1 /2" THICK) 10213 SY Os, SSS 6f <br /> 334- 1 - 1313 TYPE S . P . 9 . 5 ASPHALTIC CONCRETE ( 1 " THICK) 11213 SY 640 <br /> J - J <br /> 334- 1 - 13C TYPE S , P . 9 . 5 ASPHALTIC CONCRETE (2" THICK, 2 LIFTS) 79 , 056 SY e% 3 d <br /> 425- 1 -521 INLET STRUCTURE (TYPE "C") 3 EA l 7�0 <br /> 425- 1 - 551 INLET STRUCTURE (TYPE " E") 1 EA oZ 66v `� 660 <br /> 425-241 MANHOLE STRUCTURE (TYPE 11P-711) 1 EA °=' a 2 ,? 0 <br /> 425-5 MANHOLES , ADJUST 2 EA <br /> 425-6 VALVE BOX ADJUSTMENT 5 Eq o2 `2 o-P 1/ Q 6. �_ a <br /> 430- 175- 101 CONCRETE PIPE CULVERT (CLASS III - 1810) 148 LFY� G Q 7 6) <br /> 430- 175 -201 CONCRETE PIPE CULVERT (CLASS III w 12" X 1811) 40 LF S� a l� U-o <br /> 458- 1 - 1 BRIDGE DECK EXPANSION JOINT SEALANT WITH BACKER <br /> ROD 1 LS <br /> j520- 1 - 10 CONCRETE CURB AND GUTTER (TYPE " F") 641 LF Z y° <br /> i 522- 1 CONCRETE SIDEWALKS (6" THICK) 295 SY � <br /> 1 570- 1 -2 PERFORMANCE TURF-SOD ( BAHIA) 2 , 100 SY 6S <br /> � 6S" <br /> 570- 1 -2A PERFORMANCE TURF -SOD (FLORATAM ) 9 , 000 EEA <br /> 1! 660-2- 102 LOOP ASSEMBLY TYPE B (ADVANCE LOOP 6' X 6' WITH LEAD- <br /> IN FURNISH AND INSTALL) 8 <br /> 660-2- 106 LOOP ASSEMBLY TYPE F (6' X 40 ') (FURNISH AND INSTALL) 28 EA � � ' 17 765� � <br /> 700-20- 11 SINGLE SIGN POST (< 12 SF) ( R2- 1 SPEED LIMIT) 2 AS Z2 / j - <br /> 706- 3A R . P . M . BI -DIRECTIONAL AMBER/AMBER 10368 EA <br /> FAPubk WoncslENGINEERING DIVISION PROJEC7SM91 .27lh Ave at 5th SI SW14dmimlContract Oocumenlsutemlzed Bid Schedule.xls 00310 -3 <br /> i <br />
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