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NON -ELIGIBLE
<br />FOR PAYMENT
<br />Exhibit A
<br />DELIVERABLES
<br />FM# 436416-1-54-01
<br />ITEM NO.
<br />DESCRIPTION
<br />UNIT ESTIMATED
<br />101-1
<br />MOBILIZATION
<br />1
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />1
<br />104-1
<br />ARTIFICAL COVERINGS/ROLLED EROSION CONTROL PRODUCTS
<br />1
<br />110-1-1
<br />CLEARING & GRUBBING
<br />kEA
<br />1
<br />110-7-1
<br />MAILBOX RELOCATION
<br />38120-1
<br />REGULAR EXCAVATION
<br />2,383
<br />120-2
<br />BORROW EXCAVATION (RECLAIMED FDR)
<br />CY
<br />3,650
<br />120-6
<br />EMBANKMENT
<br />CY
<br />1,947
<br />121-70
<br />FLOWABLE FILL (NON-EXCAVATABLE)
<br />CY
<br />152
<br />160-4
<br />TYPE B STABILIZATION 3' SHOULDER (LBR40) 12"
<br />SY
<br />6,600
<br />285-709
<br />OPTIONAL BASE, GROUP 9 (LBR 100) (10" LIMEROCK)
<br />SY
<br />1,700
<br />327-70-1
<br />MILL EXISTING ASPHALT (1" AVERAGE DEPTH)
<br />SY
<br />3,700
<br />332-1
<br />RECLAIMED ASPHALT BASE COURSE (FULL DEPTH RECLAMATION) 12"
<br />SY
<br />9,200
<br />332-2
<br />ASPHALT EMULSION TYPE CSS-lh - PAYMENT WILL BE BASED ON ACTUAL QUANTITY
<br />GAL
<br />227,435
<br />332-3
<br />CEMENT TYPE 1 OR TYPE 2 - PAYMENT WILL BE BASED ON ACTUAL QUANTITY
<br />TN
<br />955
<br />334-1-13
<br />TYPE SP -12.5 ASPHALTIC CONCRETE (2" THICK) PG 76-22 PMA
<br />SY
<br />49,000
<br />334-1-13A
<br />TYPE SP -12.5, ASPHALTIC CONCRETE CONFORM (VARIABLE THICKNESS) PG 76-22 PMA
<br />TN
<br />400
<br />334-1-13B
<br />TYPE SP -12.5, ASPHALTIC CONCRETE DRIVEWAY, (1-1/2") REMOVE AND REPLACE PG 76-22 PMA
<br />SY
<br />450
<br />337-7-82
<br />TYPE F.C. - 9.5 ASPHALTIC CONCRETE (1" THICK)
<br />SY
<br />49,000
<br />425-2-14
<br />MANHOLE ALT A, 4, P-7 <10'
<br />EA
<br />2
<br />425-3-81A
<br />JUNCTION STRUCTURE, TYPE E,<10'
<br />EA
<br />1
<br />425-5
<br />MANHOLE ADJUSTMENT
<br />EA
<br />9
<br />425-5A
<br />VAULT ADJUSTMENT
<br />EA
<br />4
<br />425-6
<br />VALVE BOX ADJ USTM ENT
<br />EA
<br />88
<br />425-6A
<br />FIRE HYDRANT ADJUSTMENT
<br />EA
<br />5
<br />425-68
<br />FIRE HYDRANT RELOCATION
<br />EA
<br />6
<br />425-15-21
<br />DITCH BOTTOM INLET, TYPE C,<10
<br />EA
<br />4
<br />430-175-112
<br />PIPE CULVERT, RCP.ROUND,12",S/CD
<br />LF
<br />55
<br />430-175-112A PIPE CULVERT, CMP,ROUND,12",S/CD
<br />LF
<br />20
<br />430-175-115A
<br />PIPE CULVERT, CMP,ROUND,15",S/CD
<br />LF
<br />25
<br />430-175-118
<br />PIPE CULVERT, RCP, ELLIPTICAL, 18"X12",S/CD
<br />LF
<br />76
<br />430-175 -124A PIPE CULVERT, CMP,ROUND,24",S/CD
<br />LF
<br />10
<br />430-175-124
<br />PIPE CULVERT, RCP,ROUND,24",S/CD
<br />LF
<br />328
<br />430-175-148
<br />PIPE CULVERT, RCP, ROUND, 48" S/CD
<br />LF
<br />295
<br />430-982-121
<br />MITERED END SECTION,RCP,ROUND,12"
<br />EA
<br />2
<br />430-982-123
<br />MITERED END SECTION,RCP,ROUND,15"
<br />EA
<br />1
<br />430-982-129
<br />MITERED END SECTION,RCP,ROUND,24"
<br />EA
<br />2
<br />430-982-129A
<br />MITERED END SECTION, CMP, ROUND, 24"
<br />EA
<br />2
<br />430-982-625
<br />MITERED END SECTION, RCP, ELL]PTICAL,18"X12"
<br />EA
<br />4
<br />520-1-10
<br />CONCRETE CURB & GUTTER, TYPE F
<br />LF
<br />350
<br />522-2
<br />CONCRETE, 6" THICK, FIBER REINFORCED SIDEWALK
<br />SY
<br />170
<br />527-2
<br />DETECTABLE WARNING STRIPS
<br />SF
<br />500
<br />530-3-3A
<br />RIP RAP, RUBBLE, BANK AND SHORE
<br />CY
<br />600
<br />536-1-1A
<br />GUARDRAIL, LONG STEEL POSTS WITH A.C.
<br />LF
<br />1,590
<br />536-85-24
<br />GUARDRAIL END ANCHORAGE ASSEMBLY PARALLEL
<br />EA
<br />8
<br />550-10-231
<br />FENCE, TYPE B WITH BARBED WIRE
<br />LF
<br />1,015
<br />550-60-223
<br />FENCE GATE, TYPE B WITH BARBED WIRE, 12.1'-18.0'
<br />EA
<br />1
<br />
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