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TIMOTHY ROSE CONTRACTING, INC.
<br />Total Co
<br />$10,826,000.00
<br />Selected
<br />0
<br />Selected
<br />$ 0
<br />#
<br />Items Description
<br />Unit
<br />QuantitinitPrice
<br />TotalCost
<br />#1-1
<br />101-1 MOBILIZATION/ DEMOBILIZATION
<br />LS
<br />1 $ 1,320,000.0 $ 1,320,000.0
<br />#1-2
<br />102-1 MAINTENANCE OF TRAFFIC
<br />LS
<br />1
<br />$ 709,101.46
<br />$ 709,101.46
<br />#1-3
<br />104-2 PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION
<br />LS
<br />1
<br />$ 132,600.0
<br />$ 132,600.0
<br />#1-4
<br />110-1-1 CLEARING & GRUBBING
<br />AC
<br />17.6
<br />$ 16,761.36
<br />$294,999.94
<br />#1-5
<br />110-21 TREE PROTECTION BARRIER
<br />LF
<br />500
<br />$ 6.6
<br />$ 3,300.0
<br />#1-6
<br />110-22 TREE ROOT & BRANCH PRUNING
<br />EA
<br />10
<br />$ 364
<br />$ 3,640.0
<br />#1-7
<br />120-1 REGULAR EXCAVATION
<br />CY
<br />4896
<br />$ 21.75
<br />$106,488.0
<br />#1-8
<br />120-6* EMBANKMENT
<br />CY
<br />8389
<br />$ 40
<br />$ 335,560.0
<br />#1-9
<br />210-1 REWORKING BASE
<br />SY
<br />2678
<br />$ 14.5
<br />$ 38,831.0
<br />#1-10
<br />285-702 OPTIONAL BASE GROUP 02 (CEMENTED COQUINA, LBR 100, 5")
<br />SY
<br />4294
<br />$ 28.7
<br />$ 123,237.8
<br />#1-11
<br />285-716 OPTIONAL BASE GROUP 18 (CEMENTED COQUINA, LBR 100, 16")
<br />SY
<br />3014
<br />$ 65.4
<br />$ 197,115.6
<br />#1-12
<br />327-70-1 MILLING EXISTING ASPHALT PAVEMENT (1")
<br />SY
<br />74444$2.3
<br />$171,221.20
<br />#1-13
<br />334-1-13A' SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) (1.5") TRAFFIC, PG76-22 WITH POLYME
<br />TN
<br />318
<br />$ 244.5
<br />$ 77,751.0
<br />#1-14
<br />334-1-1313' SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) (2.0") TRAFFIC, PG76-22 WITH POLYME
<br />TN
<br />145
<br />$ 314
<br />$ 45,530.0
<br />#1-15
<br />337-7-82 ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5) (TRAFFIC C) (1")
<br />TN
<br />4429
<br />$ 232
<br />$ 1,027,528.0
<br />#1-16
<br />339-1 MISCELLANEOUS ASPHALT PAVEMENT (2" THICK, MIN.)
<br />TN
<br />90
<br />$ 371.5
<br />$ 33,435.0
<br />#1-17
<br />400-0-11 CLASS NS CONCRETE (GRAVITY WALL) (SCHEME 2)
<br />CY
<br />1853
<br />$ 909
<br />$ 1,684,377.0
<br />#1-18
<br />425-1-541' INLETS - DRAINAGE (DITCH BOTTOM TYPE D) (<=10')
<br />EA
<br />4
<br />$ 7,995.0
<br />$ 31,980.0
<br />#1-19
<br />425-1-541/ INLETS - DRAINAGE (DITCH BOTTOM TYPE D) (<=10') (W/ CONC. APRON)
<br />EA
<br />1
<br />$ 10,140.0
<br />$ 10,140.0
<br />#1-20
<br />425-1-5434 INLETS - DRAINAGE (DITCH BOTTOM TYPE D) (<=10') (W/ J -BOTTOM) (DELETED)
<br />EA (DELETE 0
<br />$ 0
<br />$ 0
<br />#1-21
<br />425-1-551' INLETS - DRAINAGE (DITCH BOTTOM TYPE E) (<=10')
<br />EA
<br />1
<br />$ 10,215.0
<br />$ 10,215.0
<br />#1-22
<br />425-1-701 INLETS - DRAINAGE (GUTTER TYPE S) (<=10')
<br />EA
<br />5
<br />$ 5,880.0
<br />$ 29,400.0
<br />#1-23
<br />425-1-910" INLETS - DRAINAGE (CLOSED FLUME)
<br />EA
<br />2
<br />$ 21,550.0
<br />$ 43,100.0
<br />#1-24
<br />425-2-41* MANHOLE (TYPE 7) ( P -BOTTOM) (<10')
<br />EA
<br />6
<br />$ 7,685.0
<br />$ 46,110.0
<br />#1-25
<br />425-2-72 MANHOLE (TYPE 7) (1 -BOTTOM) (<10')
<br />EA
<br />6
<br />$ 9,395.0
<br />$ 56,370.0
<br />#1-26
<br />425-2-72A' MANHOLE (TYPE 7) (J -BOTTOM) (<10') (W/ 36" DIA. RING & COVER)
<br />EA
<br />1
<br />$ 9,780.0
<br />$ 9,780.0
<br />#1-27
<br />425-5-1 ADJUST MANHOLES (UTILITY ARV MANHOLE)
<br />EA
<br />6
<br />$ 1,395.0
<br />$ 8,370.0
<br />#1-28
<br />425-6 VALVE BOX (ADJUST)
<br />EA
<br />11
<br />$ 1,100.0
<br />$ 12,100.0
<br />#1-29
<br />430-94-01 DESILTING PIPE (12")
<br />LF
<br />107
<br />$ 4.4
<br />$ 470.8
<br />#1-30
<br />430-94-01/ DESILTING PIPE (15")
<br />LF
<br />49
<br />$ 5
<br />$ 245
<br />#1-31
<br />430-94-01E DESILTING PIPE (18")
<br />LF
<br />283
<br />$ 5.5
<br />$ 1,556.5
<br />#1-32
<br />430-94-01( DESILTING PIPE (14"x23")
<br />LF
<br />62
<br />$ 6.6
<br />$ 409.2
<br />#1-33
<br />430-94-011 DESILTING PIPE (24")
<br />LF
<br />343
<br />$ 6.6
<br />$2,263.80
<br />
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