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Exhibit A
<br />DELIVERABLES
<br />FM# 431759-2-54-01
<br />121
<br />Pane I
<br />ITEM NO.
<br />DESCRIPTION
<br />UNIT ESTIMATED QTY.
<br />101-1
<br />----------------------------------------------------------+------1----------
<br />'MOBILIZATION/DEMOBILIZATION LS 1
<br />1
<br />jMAINT_EN_A_NCE__O_F TRAFFIC
<br />_—_---_—_—_—_--_—_---_—_--_—_—_�---
<br />!CHANGEABLE VARIABLE MESSAGE SIGN (18�—_—_--_—_—_—_—_—
<br />---_—_—_--1
<br />ED !
<br />7520
<br />--102-99
<br />--
<br />f -------------------------
<br />-----------
<br />104-10-3
<br />ISEDMINENT BARRIER
<br />I LF I
<br />16456
<br />--------1-------------------------------------------------!---
<br />--fi---------
<br />104-11
<br />----- --
<br />(FLOATING TURBIDITY BARRIER
<br />f ---------------------------------------------------!------t
<br />I LF
<br />560
<br />_10_4-18
<br />— ---
<br />------
<br />'INLET PROTECTION SYSTEM I EA 1 69
<br />{------------------------------------------------- a--- --�-------- fa
<br />AND GRUBBING—_---_--_—_—_—_----_
<br />-
<br />110-3
<br />____________
<br />!REMOVAL OF EXISTING STURCTURE/BRIDGES —
<br />—L_S_--_—_—_--1
<br />j
<br />!
<br />-- --
<br />------------------------------------------------�--LS
<br />LS ---------
<br />1
<br />120-1
<br />IREGULAR EXCAVATION
<br />I CY 1
<br />12656
<br />120-6 (EMBANKMENT COMPACTED IN PLACE I CY 1 5781
<br />160-4
<br />! 12" STABLIZED SUBGRADE
<br />! SY !
<br />44072
<br />---------t------------------------------------------------t-----h---------
<br />285-707 BASE GROUP 7_19_CEMENTED COQUINAL
<br />- —OPTIONAL
<br />-----------------
<br />_—SY —
<br />286-1
<br />(TURNOUT CONSTRUCTION,/ DRIVEWAY BASE CONCRETE1
<br />j SY (
<br />1526
<br />-- -------------------------
<br />--_
<br />---- --�---------
<br />TTN
<br />286-2
<br />ITURNOUT CONSTRUCTION, ASPHALT
<br />TN I
<br />98
<br />-------------------------------------------------
<br />-- ; -- --x---------
<br />327-70_1 'MILL EXISTING ASPHALT PAVEMENT, 1" AVG. DEPTH I SY !
<br />— -----�--------------------------------------------------T-----t----------
<br />17144
<br />327-70_8
<br />------f-----------------------------------------------i------
<br />!MILL EXISTING ASPHALT PAVEMENT, 2.5" AVG. DEPTH
<br />! SY !
<br />2944
<br />334-1-13
<br />334-1--Ll
<br />ASPHALTIC CONCRETE, TRAFFIC CUSP 12.5 OVERBUILD
<br />----------
<br />---------
<br />TN
<br />—JSUPERPAVE
<br />jSU_P_ERP_A_V_E_ASPHALT SP TRAFFIC
<br />—_—_—_ —�—_—_—_7200
<br />!
<br />j
<br />—334-1_13A—
<br />_CONCRETE, -12.5, C, 1.5' TH_ICK__ _______
<br />�APSHALT
<br />_T_N
<br />T —�
<br />4760_
<br />CONCRETE FRICTION COURSE, FC -9.5, TRAFFIC C, W/ POLYMER V
<br />— 337-7-82—_ITHICK
<br />—_----_---_ _—_—_----_---------
<br />I T_N__L ------
<br />1172
<br />400-0-11
<br />jCONCRETE, CLASS NS, GRAVITY WALL
<br />! CY
<br />81.9
<br />—----------------------------------------
<br />—�i
<br />--- --
<br />400-1_2
<br />ICONCRETE CLASS I, ENDWALLS
<br />I CY I
<br />6.33
<br />-- ---rt--------------------------------------------1-----x---------
<br />400-147
<br />'COMPOSITE NEOPRENE PADS
<br />! CF 1.64
<br />400-2-10
<br />----- —ACONC
<br />'CONCRETE CLASS II, APPROACH SLABS
<br />ETE CLASS ------- SLABS --------------------4------j
<br />I CY i
<br />---------
<br />62
<br />§Z
<br />11, BRIDGE SUPERSTRUCTURE —_—_--_—_—_—_—_--_—_—_�
<br />CY—L—_—_—__138_
<br />— 400-2-46
<br />lCONC. CLASS 11, BRIDGE SUPERSTRUCTURE LIGHTWEIGHTZ_—_—_--_----
<br />! CY !
<br />153.7
<br />400-2-5 (CONCRETE, CLASS II, BRIDGE SUBSTRUCTURE
<br />----- 5 ICONCRCLASS 11,
<br />I CY I
<br />60
<br />60
<br />400-7
<br />--------
<br />'BRIDGE DECK GROOVING, LESS THAN 8.5"
<br />i---------- --------------------------------i------r---------
<br />I Sy !
<br />523
<br />— 4_15 -1 -4_ -REINFORCING
<br />STEEL- ROADWAY- BRIDGE SUPERSTRUCTURE —_—_--_—_—_ LBS—�—_—_ 63459.3
<br />4_15-1-5
<br />STEEL- ROADWAY_BRIDGE SUBSTRUCTURE—_—_—_--_—_—
<br />LBS—
<br />16156
<br />— —1REINFORCING
<br />415-1-9
<br />!REINFORCING
<br />—_—_—
<br />! i
<br />STEEL- ROADWAY- APPROACH SLABS
<br />—---------------------------------------------------------
<br />LBS
<br />12170
<br />425-1311
<br />(INLETS, CURB, TYPE P-1, <10'
<br />EA I
<br />5
<br />_ 425_1_321 _'INLETS CURB, TYPE P-2,<10' ! EA I 4
<br />----------------------------- ---------------
<br />425-1341
<br />425_1341 'INLETS CURB, TYPE P-4, <10' I EA I 1
<br />-------=---------------------------------------------------G----------
<br />— 425_1351—11NLETS_
<br />CURB, TYPE P_5, <10'—_—_--_—_---_--_—_—_—_----_----�—EA
<br />—�—_—_—_—
<br />16
<br />425-1352
<br />!INLETS, CURB, TYPE P-5, >10'
<br />! EA j
<br />2
<br />----------------------------------------------------
<br />; -- --F---------
<br />425-1361
<br />-----------------------------------------------------------+-----j----------
<br />(INLETS, CURB, TYPE P-6, <10'
<br />I EA 1
<br />12
<br />425-1421 IINLETS CURB, TYPE J-2, <10' 1 EA I 2
<br />--------4-------------------------------------------------;------!---------
<br />425-1451
<br />!INLETS CURB, TYPE J-5, <10'
<br />! EA 1
<br />1
<br />-------_4—_--
<br />425_1452-11NLETS_CURB_TYPE
<br />—_-------------------------------------------1------
<br />J_5_>10_—_—_--_—_—_—_--_-----_---------�—EA
<br />---------
<br />-
<br />—-------
<br />425-1461
<br />425-1461
<br />!INLETS, CURB, TYPE J-6, <10'
<br />j EA !
<br />2
<br />— --i--------------------------------------------------
<br />�---------------
<br />425-1521
<br />---------t---------------------------------------------------1------
<br />(INLETS, DITCH BOTTOM , TYPE C, <10'
<br />I EA 1
<br />----------
<br />27
<br />425-1521A
<br />— --'INLET=ETCH
<br />f
<br />BOT ------ C <10'
<br />'INLETS DITCH BOTTOM ,TYPE C, <1---- 'FIE----_--_---_—_--_—_—_ ! EA ----- --_—_—_--2
<br />425-1559
<br />!INLETS, DT BOT, TYPE E, <10'
<br />! EA !
<br />2
<br />-------_4-----------------------------------------------------
<br />-------------------------+ -- --�---LININ---
<br />425-1715
<br />425-171511NLETSLGUTTER, TYPE V_< 10__—_-- I
<br />-
<br />-------------------------
<br />—EA —�—_—
<br />2
<br />425-2-41
<br />!MANHOLE, TYPE P-7, > 10'
<br />i EA i
<br />4
<br />— ------------------------------------------------------
<br />i---r---------
<br />— 425-2 43 _!MANHOLE,
<br />TYPE P_7_ PARTIAL — --------------_--------------J----
<br />—`—_—_—_--1
<br />121
<br />Pane I
<br />
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