distribution of quantities - aetna bridge

DISTRIBUTION OF QUANTITIES

Table of Contents - Distribution of Quantities

Project Name - Horton Farm Bridge No. 472Estimate Name - PS&E

R.I. Contract No. - 2017-CB-070FAP Nos: BRO-472(001), STP-RESF(360)

ItemCode Description

Page

201.0301 CUTTING AND DISPOSING ISOLATED TREES AND STUMPS (4"- 24") 1201.0302 CUTTING AND DISPOSING ISOLATED TREES AND STUMPS (24'' OR

PLUS)1

201.0401 REMOVE AND DISPOSE GRANITE CURB 1201.0408 REMOVE AND DISPOSE RIGID PAVEMENT 2201.0409 REMOVE AND DISPOSE FLEXIBLE PAVEMENT 2201.0414 REMOVE AND DISPOSE PIPE - ALL SIZES 3201.0415 REMOVE AND DISPOSE GUARDRAIL AND POST ALL TYPES 3201.0419 REMOVE AND DISPOSE FENCE 4201.0420 REMOVE AND DISPOSE CONCRETE SLAB 4201.0421 REMOVE AND DISPOSE BITUMINOUS CURB 4201.0425 REMOVE AND DISPOSE FLARED END SECTION 6201.0430 REMOVE AND DISPOSE CONCRETE MEDIAN BARRIER 6201.0432 REMOVE AND DISPOSE HEADWALL 6201.0601 REMOVE AND DISPOSE GROUND MOUNTED SIGNS 6201.0604 REMOVE AND DISPOSE GROUND MOUNTED SIGN POSTS 7201.0605 REMOVE AND DISPOSE GROUND MOUNTED SIGN BASES 7201.0610 REMOVE AND DISPOSE DIRECTIONAL, WARNING, REGULATORY,

SERVICE, AND STREET SIGNS7

201.0613 REMOVE AND STOCKPILE LIGHT STANDARDS 7201.0616 REMOVE AND DISPOSE LIGHT STANDARD FOUNDATIONS 10201.0622 REMOVE AND DISPOSE OVERHEAD SIGN PANEL 12201.0623 REMOVE AND DISPOSE OVERHEAD SIGN STRUCTURE 12201.9901 REMOVE AND DISPOSE HANDHOLE AND RETURN FRAME AND COVER TO

RIDOT12

202.0100 EARTH EXCAVATION 14202.0600 LOAM EXCAVATION 14202.0800 GRAVEL BORROW 14203.0100 STRUCTURAL EXCAVATION EARTH 15203.0700 PERVIOUS FILL 15203.9901 CRUSHED STONE FILL ADJACENT TO STRUCTURES 15203.9902 REINFORCED CRUSHED STONE ADJACENT TO STRUCTURES 15204.0100 TRIMMING AND FINE GRADING 16205.0240 TRENCH ROCK EXCAVATION (0-7') 17206.0201 BALED HAY EROSION CHECK STANDARD 9.1.0 17206.0208 REMOVAL OF BALED HAY EROSION CHECKS 18206.0230 BALED HAY EROSION CHECK AND SILT FENCE COMBINED STANDARD

9.3.019

206.9901 CATCH BASIN INLET PROTECTION 19207.0202 BALED HAY DITCH EROSION CHECK STANDARD 9.4.0 19212.2000 CLEANING AND MAINTENANCE OF EROSION CONTROLS 19213.0100 PLACEMENT OF MILLINGS BENEATH GUARDRAIL 20302.0100 GRAVEL BORROW SUBBASE COURSE 20401.9901 CLASS 19 22401.9902 MODIFIED CLASS 12.5 22403.0300 ASPHALT EMULSION TACK COAT 24410.1000 TEMPORARY PATCHING MATERIAL/TRENCHES 25601.0200 CLASS XX PORTLAND CEMENT CONCRETE 25701.7712 12 INCH REINFORCED CONCRETE PIPE END SECTION STANDARD

2.3.026

702.0517 FRAME AND GRATE, STANDARD 6.3.2 26702.0522 FRAME AND COVER STANDARD 6.2.1 26702.0630 PRECAST MANHOLE 4' DIAMETER STANDARD 4.2.0 27

Index: 1





Page

703.0008 8'' PERFORATED CONCRETE PIPE M175 WITH FILTER MATERIAL STANDARD 1.1.0

27

704.9901 REPAIR CATCH BASIN - RPC 27704.9902 REPAIR CATCH BASIN W/ GUTTER INLET - RCI 29704.9903 REPAIR DOUBLE GRATE CATCH BASIN - RDC 29704.9904 RECONSTRUCT DROP INLET - RPD 30704.9905 RECONSTRUCT MANHOLE - RMH 30707.0900 ADJUST MANHOLES TO GRADE 31707.1900 ADJUST FRAME & COVER TO GRADE 31707.2000 ADJUST FRAME AND GRATE TO GRADE 32708.9040 CLEANING AND FLUSHING PIPE ALL SIZES 33708.9041 CLEANING CATCH BASINS ALL TYPES AND SIZES 37708.9042 CLEANING MANHOLES ALL TYPES AND SIZES 41708.9901 CLEAN AND REGRADE JUTE MESH DITCH 42708.9902 CLEAN AND REGRADE DITCH 42708.9905 CLEAN AND REGRADE RIP RAP DITCH 42709.0100 CONCRETE CONNECTING COLLAR STANDARD 1.3.0 42709.0200 CONCRETE HEADWALLS FOR PIPE CULVERTS STANDARD 2.1.0 43711.0110 3'' PAVED WATERWAY CLASS I-1 STANDARD 8.4.0 43800.9920 HORTON FARM ROAD BRIDGE NO. 472 SUPERSTRUCTURE 43800.9940 HORTON FARM ROAD BRIDGE NO. 472 SUBSTRUCTURE 43803.9902 REMOVE AND DISPOSE EXISTING BRIDGE SUPERSTRUCTURE HORTON

FARM ROAD BRIDGE NO. 47244

803.9904 REMOVE AND DISPOSE EXISTING BRIDGE SUBSTRUCTURE HORTON FARM ROAD BRIDGE NO. 472

44

805.9920 HORTON FARM ROAD BRIDGE NO. 472 TEMPORARY EARTH RETAINING SYSTEMS

44

817.2110 REPAIRS TO STRUCTURAL CONCRETE MASONRY (PATCHING MORTAR) 44819.0800 DRILL AND GROUT REINFORCING DOWELS 45820.0110 CONCRETE SURFACE TREATMENT (PROTECTIVE COATING) 45836.9901 HORTON FARM ROAD BRIDGE NO. 472 STRUCTURAL CONCRETE CRACK

REPAIR45

901.0101 GUARDRAIL STEEL BEAM SINGLE FACE EARTH AND ASPHALT 46901.0151 TERMINAL END SECTION SINGLE FACE STANDARD 34.3.2 46901.0190 GUARDRAIL STEEL BEAM ANCHORAGE APPROACH SECTION STANDARDS

34.3.1 AND 34.3.347

901.0191 GUARDRAIL STEEL BEAM ANCHORAGE TRAILING END SECTION STANDARD 34.3.4

47

901.0194 GUARDRAIL CONNECTION TO BARRIER - APPROACH END SECTION - STD. 34.3.7

47

901.0195 GUARDRAIL CONNECTION TO BARRIER - TRAILING END SECTION - STD. 34.3.8

48

901.9901 GUARDRAIL INSTALLATION AT STRUCTURES STANDARD 34.1.1 48903.0206 CHAIN LINK FENCE 6' STD 31.2.0 48905.0110 PORTLAND CEMENT SIDEWALK MONOLITHIC STANDARD 43.1.0 48905.0140 BITUMINOUS SIDEWALK STANDARD 43.2.0 49906.0110 GRANITE CURB, QUARRY SPLIT STRAIGHT, STANDARD 7.3.0 49906.0111 GRANITE CURB, QUARRY SPLIT CIRCULAR, STANDARD 7.3.0 50906.0116 GRANITE CURB, QUARRY SPLIT 2 FOOT CORNERS, STANDARD 7.3.4 51906.0117 GRANITE CURB - QUARRY SPLIT 3 FOOT CORNERS 51906.0120 GRANITE WHEELCHAIR RAMP CURB STANDARDS 7.3.3, 43.3.0 AND

43.3.151

906.0602 BITUMINOUS BERM STANDARD 7.5.1 52

Index: 2





Page

906.0700 REMOVE, HANDLE, HAUL TRIM RESET CURB EDGING, STRAIGHT, CIRCULAR ALL TYPES

53

906.9901 GRANITE RAMP STONE - STANDARD 7.3.9 54907.0100 WATER FOR DUST CONTROL 54909.3010 PRECAST MEDIAN BARRIER DOUBLE-FACED STANDARD 40.1.0 55909.3021 PRECAST MEDIAN BARRIER SINGLE-FACED STANDARD 40.2.1 55909.3030 PRECAST MEDIAN BARRIER TRANSITION STANDARD 40.3.0 56910.9901 RUMBLE STRIP 56916.0700 GUARDRAIL ENERGY ABSORBING TERMINAL IMPACT ATTENUATOR 58919.0101 TEST PITS 58922.0100 TEMPORARY CONSTRUCTION SIGNS STANDARD 29.1.0 AND 27.1.1 58923.0105 DRUM BARRICADE STANDARD 26.2.0 58923.0125 PLASTIC PIPE TYPE III BARRICADE STANDARD 26.3.1 59923.0200 FLUORESCENT TRAFFIC CONES STANDARD 26.1.0 59924.0113 ADVANCE WARNING ARROW PANEL 60925.0112 PORTABLE CHANGEABLE MESSAGE SIGN 60926.0120 ANCHORED PRECAST CONCRETE BARRIER FOR TEMPORARY TRAFFIC

CONTROL61

926.0121 UNANCHORED PRECAST CONCRETE BARRIER FOR TEMPORARY TRAFFIC CONTROL STANDARD 40.5.0

61

926.0140 REFLECTIVE DELINEATORS FOR TEMPORARY CONCRETE BARRIERS 61926.9901 TEMPORARY IMPACT ATTENUATOR 62926.9902 REMOVE AND RESET TEMPORARY IMPACT ATTENUATOR 62926.9903 RELOCATE PRECAST MEDIAN BARRIER FOR TEMPORARY TRAFFIC

CONTROL63

928.9901 TRUCK MOUNTED ATTENUATOR WITH TRUCK MOUNTED FLASHING ARROW BOARD

64

929.0110 FIELD OFFICE 64931.0110 CLEANING AND SWEEPING PAVEMENT 65932.0200 FULL-DEPTH SAWCUT OF BITUMINOUS PAVEMENT 66932.0230 FULL DEPTH SAWCUT OF PORTLAND CEMENT CONCRETE

SIDEWALK/DRIVEWAY67

935.0400 REMOVING BITUMINOUS PAVEMENT BY MICRO MILLING 68936.0110 MOBILIZATION 69937.0200 MAINTENANCE AND MOVEMENT TRAFFIC PROTECTION 69942.0200 DETECTABLE WARNING PANEL STANDARD 48.1.0 69943.0200 TRAINEE MAN-HOURS 70L01.0104 PLANTABLE SOIL 4 INCHES DEEP 70L02.0101 GENERAL HIGHWAY SEEDING (TYPE 1) 70L02.9901 GRASS MOWING 71L11.0102 TREE PLANT PROTECTION DEVICE STANDARD 51.1.0 71L11.0104 DRIP-LINE TREE PROTECTION DEVICE STANDARD 51.1.1 71T04.7500 SPLICE KIT 71T04.9901 2 AWG MULTIPLE LIGHTING CABLE 72T04.9902 6 AWG MULTIPLE LIGHTING CABLE 72T04.9903 6 AWG GROUND WIRE 72T05.0100 PRECAST TYPE A HANDHOLE STANDARD 18.2.0 73T05.0300 PRECAST TYPE B HEAVY DUTY HANDHOLE STANDARD 18.2.2 73T05.0320 PULL BOX ON STRUCTURE TYPE V STANDARD 18.6.3 74T06.1020 2 IN. RIGID STEEL CONDUIT - UNDERGROUND 74T06.1030 3 IN. RIGID STEEL CONDUIT-UNDERGROUND 74T06.4030 3 IN. RIGID STEEL CONDUIT IN STRUCTURE 74T06.5130 3 INCH SCHEDULE 40 POLYVINYL CHLORIDE PLASTIC CONDUIT -

UNDERGROUND74

Index: 3





Page

T06.5140 4 INCH SCHEDULE 40 POLYVINYL CHLORIDE PLASTIC CONDUIT - UNDERGROUND

75


75


75

T07.1250 FURNISH AND INSTALL 250 WATT HIGH PRESSURE SODIUM LUMINAIRE

76

T07.1400 FURNISH AND INSTALL 400 WATT HIGH PRESSURE SODIUM LUMINAIRE

77

T08.0100 LIGHT STANDARD FOUNDATION WITH ANCHOR BOLTS STANDARD 18.1.0

79

T08.2031 ALUMINUM LIGHTING STD. 30 FT. W/ SINGLE DAVIT ARM EXTN. 10 FT. STANDARD 18.3.0

82

T08.2041 ALUMINUM LIGHTING STD. 40 FT. W/ SINGLE DAVIT ARM EXTN. 10 FT. STANDARD 18.3.0

83

T09.1000 SERVICE PEDESTAL STANDARD 18.4.0 85T12.9901 MOBILE CAMERA SURVEILLANCE SYSTEM 85T15.0100 DIRECTIONAL REGULATORY AND WARNING SIGNS 85T15.0200 REMOVE AND RELOCATE DIRECTIONAL REGULATORY AND WARNING

SIGN85

T15.2000 PARKING SIGNS 86T16.0100 GROUND MOUNTED PRIMARY DIRECTIONAL SIGN PANELS EXTRUDED

ALUMINUM86

T16.0300 GROUND MOUNTED PRIMARY DIRECTIONAL SIGN POST-STEEL BREAKAWAY

86

T17.0100 OVERHEAD SIGN PANELS 87T17.0203 OVERHEAD SIGN STRUCTURE 26-30 FOOT CANTILEVER - STEEL 87T20.0006 6 INCH WHITE FAST - DRYING WATERBORNE PAVEMENT MARKING

PAINT87

T20.0008 8 INCH WHITE FAST - DRYING WATERBORNE PAVEMENT MARKING PAINT

87

T20.0012 12 INCH WHITE FAST - DRYING WATERBORNE PAVEMENT MARKING PAINT

88

T20.0106 6 INCH YELLOW FAST - DRYING WATERBORNE PAVEMENT MARKING PAINT

88

T20.0820 FAST DRYING WATERBONE PAVEMENT ARROW - STRAIGHT, LEFT, RIGHT, OR COMBINED STANDARD 20.1.0

89

T20.0822 FAST DRYING WATERBONE PAVEMENT MARKING WORD "ONLY" STANDARD 20.1.0

89

T20.1000 REMOVE EXISTING PAVEMENT MARKINGS 89T20.2006 6 INCH EPOXY RESIN PAVEMENT MARKINGS WHITE 90T20.2008 8 INCH EPOXY RESIN PAVEMENT MARKINGS WHITE 90T20.2012 12 INCH EPOXY RESIN PAVEMENT MARKINGS WHITE 90T20.2016 6 INCH EPOXY RESIN PAVEMENT MARKINGS YELLOW 90T20.2020 EPOXY RESIN PAVEMENT ARROW - STRAIGHT, LEFT, RIGHT, OR

COMBINED STANDARD 20.1.091

T20.2022 EPOXY RESIN PAVEMENT MARKING WORD "ONLY" STANDARD 20.1.0 91T20.2054 EPOXY RESIN PAVEMENT MARKING WORD "EXIT" 91

Index: 4

of 92

Distribution of Quantities



Item No.

Item Code Description UM Qty. Pay Code

Seq. No.

001 201.0301 CUTTING AND DISPOSING ISOLATED EACH

TREES AND STUMPS (4"- 24")

CONTINGENCY

PROJECT WIDE 1.00 0005 01

Item 201.0301 Total: 1.00

002 201.0302 CUTTING AND DISPOSING ISOLATED EACH

TREES AND STUMPS (24'' OR PLUS)

CONTINGENCY


Item 201.0302 Total: 1.00

003 201.0401 REMOVE AND DISPOSE GRANITE CURB LF

BROADWAY

1+05, RT 18.00 0005 01

1+07, LT 18.00 0005 01

1+51, RT 18.00 0005 01

1+65, LT 18.00 0005 01

LANE E

109+16 TO 112+00, RT 56.40 0005 01

109+24 TO 112+00, LT 55.60 0005 01

LANE F

26+80 TO 27+75, RT 19.00 0005 01

LANE FR-1

126+11 TO 130+70, LT 91.20 0005 01

RAMP CR-4

75+62 TO 79+88, RT 85.00 0005 01

RAMP CR-5

87+88 TO 89+00, RT 22.40 0005 01

RAMP CR-6

116+93 TO 117+10, RT 3.20 0005 01

118+25 TO 118+42, RT 3.20 0005 01

118+77 TO 118+94, RT 3.20 0005 01

of 92




Item No.


Seq. No.

003 201.0401 Cont. 98+48 TO 100+35, RT 37.40 0005 01

RAMP DR-5/I-195

71+51 TO 79+41, LT 157.40 0005 01

ROUNDING


WARREN AVE

12+11, LT 18.00 0005 01

12+41, RT 18.00 0005 01

12+67, LT 12.00 0005 01

12+71, RT 18.00 0005 01

12+77, LT 18.00 0005 01

12+79, RT 6.00 0005 01

12+98, LT 12.00 0005 01

13+24, LT 12.00 0005 01

15+46, LT 18.00 0005 01

16+11, LT 18.00 0005 01

Item 201.0401 Total: 800.00

004 201.0408 REMOVE AND DISPOSE RIGID PAVEMENT SY

LANE F

26+58 TO 27+62, LT/RT 144.00 0005 01

ROUNDING


Item 201.0408 Total: 150.00

005 201.0409 REMOVE AND DISPOSE FLEXIBLE SY

PAVEMENT

DRAINAGE TRENCHES/CATCH BASIN

PATCH

PROJECT WIDE 2,133.10 0005 01

I-195

110+40 TO 122+45, LT/RT 827.00 0005 01

123+45 TO 134+10, LT/RT 833.80 0005 01

of 92




Item No.


Seq. No.

005 201.0409 Cont. 70+87 TO 92+75, LT/RT 1,752.20 0005 01

LANE F

10+35 TO 10+55, LT/RT 55.50 0005 01

19+85 TO 20+05, LT/RT 92.20 0005 01

20+05 TO 26+60, LT/RT 1,848.60 0005 01

26+58 TO 27+62, LT/RT 143.80 0005 01

26+60 TO 26+80, LT/RT 57.60 0005 01

LANE FR-1

125+89 TO 126+09, LT/RT 39.00 0005 01

130+70 TO 130+90, LT/RT 44.40 0005 01

130+90 TO 131+95, LT/RT 239.00 0005 01

131+96 TO 132+16, LT/RT 47.40 0005 01

LIGHTING TRENCHES


RAMP FR-1

128+70 TO 131+17, RT 167.00 0005 01

ROUNDING


WARREN AVE

11+90 TO 16+30, LT/RT 55.80 0005 01

Item 201.0409 Total: 8,450.00

006 201.0414 REMOVE AND DISPOSE PIPE - ALL SIZES LF

RAMP F

26+50 TO 26+51, RT 31.00 0005 01

26+51 TO 26+54, RT 47.00 0005 01

ROUNDING


Item 201.0414 Total: 80.00

007 201.0415 REMOVE AND DISPOSE GUARDRAIL AND LF

POST ALL TYPES

I-195

of 92




Item No.


Seq. No.

007 201.0415 Cont. 70+56 TO 73+94, LT 336.00 0005 01

81+39 TO 85+42, RT 404.00 0005 01

I-195/RAMP CR-4

70+64 TO 79+50, RT 887.00 0005 01

LANE F

18+82 TO 21+07, RT 220.00 0005 01

25+32 TO 27+64, RT 230.00 0005 01

RAMP CR-5

87+54 TO 88+89, RT 134.00 0005 01

RAMP DR-5/I-195

71+51 TO 90+49, LT 1,896.00 0005 01

RAMP FR-1

125+38 TO 131+89, LT 647.00 0005 01

ROUNDING


Item 201.0415 Total: 4,800.00

008 201.0419 REMOVE AND DISPOSE FENCE LF

CHAIN LINK FENCE STD 31.2.0


CONTINGENCY


Item 201.0419 Total: 50.00

009 201.0420 REMOVE AND DISPOSE CONCRETE SLAB SY

I-195

121+50 TO 124+40, LT/RT 98.00 0005 01

ROUNDING


Item 201.0420 Total: 100.00

010 201.0421 REMOVE AND DISPOSE BITUMINOUS CURB LF

I-195

of 92




Item No.


Seq. No.

010 201.0421 Cont. 104+98 TO 106+54, LT 156.00 0005 01

109+23 TO 109+50, RT 41.00 0005 01

110+37 TO 124+40, LT 1,416.00 0005 01

119+32 TO 124+40, RT 533.00 0005 01

70+56 TO 74+02, LT 357.00 0005 01

70+64 TO 73+04, RT 242.00 0005 01

77+46 TO 87+75, RT 1,050.00 0005 01

79+41 TO 90+50, LT 1,110.00 0005 01

98+48 TO 102+88, LT 450.00 0005 01

LANE E

105+54 TO 109+07, RT 353.00 0005 01

LANE F

6+54 TO 8+12, LT 158.00 0005 01

RAMP CR-4

73+04 TO 75+62, RT 258.00 0005 01

77+46 TO 78+67, LT 122.00 0005 01

RAMP CR-5

87+43 TO 87+75, LT 34.00 0005 01

89+00 TO 93+57, RT 458.00 0005 01

RAMP CR-6

117+10 TO 118+25, RT 112.00 0005 01

118+42 TO 118+77, RT 34.00 0005 01

118+94 TO 119+28, RT 32.00 0005 01

119+21 TO 119+65, LT 59.00 0005 01

RAMP DR-5

73+02 TO 74+02, RT 100.00 0005 01

RAMP DR-6

98+49 TO 100+35, RT 188.00 0005 01

99+92 TO 100+46, LT 56.00 0005 01

ROUNDING


Item 201.0421 Total: 7,350.00

of 92




Item No.


Seq. No.

011 201.0425 REMOVE AND DISPOSE FLARED END EACH

SECTION

I-195

114+46, LT 1.00 0005 01

Item 201.0425 Total: 1.00

012 201.0430 REMOVE AND DISPOSE CONCRETE MEDIAN LF

BARRIER

I-195

110+40 TO 121+55, LT/RT 1,115.00 0005 01

121+55 TO 121+65, LT/RT 10.00 0005 01

121+65 TO 124+55, LT 290.00 0005 01

121+65 TO 124+55, RT 290.00 0005 01

124+55 TO 124+65, LT/RT 10.00 0005 01

124+65 TO 132+10, LT/RT 745.00 0005 01

132+10 TO 132+20, LT/RT 10.00 0005 01

132+20 TO 134+10, LT 191.00 0005 01

132+20 TO 134+10, RT 191.00 0005 01

70+87 TO 92+75, LT/RT 2,188.00 0005 01

LANE F

19+85 TO 22+15, LT 230.00 0005 01

ROUNDING


Item 201.0430 Total: 5,300.00

013 201.0432 REMOVE AND DISPOSE HEADWALL EACH

LANE F

24+34, RT 1.00 0005 01

25+32, RT 1.00 0005 01

26+54, RT 1.00 0005 01

Item 201.0432 Total: 3.00

014 201.0601 REMOVE AND DISPOSE GROUND MOUNTED EACH

of 92




Item No.


Seq. No.

014 201.0601 Cont. SIGNS

FROM GUIDE SIGN PLACEMENT PLAN

FROM GUIDE SIGN PLACEMENT 7.00 0005 01

Item 201.0601 Total: 7.00


SIGN POSTS

FROM GUIDE SIGN PLACEMENT PLAN


PLAN

Item 201.0604 Total: 6.00


SIGN BASES

FROM GUIDE SIGN PLACEMENT PLANS


PLANS

Item 201.0605 Total: 7.00

017 201.0610 REMOVE AND DISPOSE DIRECTIONAL, EACH

WARNING, REGULATORY, SERVICE, AND

STREET SIGNS

FROM SIGNING AND STRIPING PLANS

FROM SIGNING AND STRIPING 61.00 0005 01

PLANS

ROUNDING


Item 201.0610 Total: 65.00

018 201.0613 REMOVE AND STOCKPILE LIGHT EACH

STANDARDS

I-195

100+24, BARRIER 1.00 0005 01

of 92




Item No.


Seq. No.

018 201.0613 Cont. 102+20, BARRIER 1.00 0005 01

104+85, BARRIER 1.00 0005 01

107+43, BARRIER 1.00 0005 01

108+35, RT 1.00 0005 01

108+41, LT 1.00 0005 01

109+75, BARRIER 1.00 0005 01

112+06, BARRIER 1.00 0005 01

114+39, BARRIER 1.00 0005 01

119+10, BARRIER 1.00 0005 01

71+62, LT 1.00 0005 01

72+39, RT 1.00 0005 01

73+43, LT 1.00 0005 01

78+65, RT 1.00 0005 01

81+15, RT 1.00 0005 01

83+53, RT 1.00 0005 01

83+67, LT 1.00 0005 01

85+95, RT 1.00 0005 01

86+14, LT 1.00 0005 01

87+66, RT 1.00 0005 01

88+52, LT 1.00 0005 01

90+85, LT 1.00 0005 01

93+06, LT 1.00 0005 01

95+55, LT 1.00 0005 01

97+65, RT 1.00 0005 01

LANE F

10+02, LT 1.00 0005 01

11+43, LT 1.00 0005 01

12+93, LT 1.00 0005 01

128+91, RT 1.00 0005 01

14+28, LT 1.00 0005 01

15+89, LT 1.00 0005 01

17+18, LT 1.00 0005 01

18+45, LT 1.00 0005 01

of 92




Item No.


Seq. No.

018 201.0613 Cont. 21+32, LT 1.00 0005 01

23+24, LT 1.00 0005 01

24+56, RT 1.00 0005 01

27+03, RT 1.00 0005 01

27+81, RT 1.00 0005 01

29+04, RT 1.00 0005 01

RAMP CR-4

76+98, RT 1.00 0005 01

78+24, RT 1.00 0005 01

80+36, RT 1.00 0005 01

RAMP CR-5

74+60, RT 1.00 0005 01

85+83, RT 1.00 0005 01

86+92, RT 1.00 0005 01

88+76, RT 1.00 0005 01

91+17, RT 1.00 0005 01

93+06, RT 1.00 0005 01

95+46, RT 1.00 0005 01

RAMP DR-5

71+77, LT 1.00 0005 01

73+25, LT 1.00 0005 01

74+55, LT 1.00 0005 01

76+99, LT 1.00 0005 01

78+28, LT 1.00 0005 01

RAMP DR-6

100+66, LT 1.00 0005 01

97+91, LT 1.00 0005 01

99+40, LT 1.00 0005 01

RAMP FR-1

127+48, RT 1.00 0005 01

128+97, RT 1.00 0005 01

130+44, RT 1.00 0005 01

131+98, RT 1.00 0005 01

of 92




Item No.


Seq. No.

018 201.0613 Cont. Item 201.0613 Total: 61.00

019 201.0616 REMOVE AND DISPOSE LIGHT STANDARD EACH

FOUNDATIONS

I-195

108+35, RT 1.00 0005 01

108+41, LT 1.00 0005 01

71+62, LT 1.00 0005 01

72+39, RT 1.00 0005 01

73+43, LT 1.00 0005 01

78+65, RT 1.00 0005 01

81+15, RT 1.00 0005 01

83+53, RT 1.00 0005 01

83+67, LT 1.00 0005 01

85+95, RT 1.00 0005 01

86+14, LT 1.00 0005 01

87+66, RT 1.00 0005 01

88+52, LT 1.00 0005 01

90+85, LT 1.00 0005 01

93+06, LT 1.00 0005 01

95+55, LT 1.00 0005 01

97+65, RT 1.00 0005 01

LANE F

10+02, LT 1.00 0005 01

11+43, LT 1.00 0005 01

12+93, LT 1.00 0005 01

128+91, RT 1.00 0005 01

14+28, LT 1.00 0005 01

15+89, LT 1.00 0005 01

17+18, LT 1.00 0005 01

18+45, LT 1.00 0005 01

21+32, LT 1.00 0005 01

23+24, LT 1.00 0005 01

of 92




Item No.


Seq. No.

019 201.0616 Cont. 24+56, RT 1.00 0005 01

27+03, RT 1.00 0005 01

27+81, RT 1.00 0005 01

29+04, RT 1.00 0005 01

RAMP CR-4

76+98, RT 1.00 0005 01

78+24, RT 1.00 0005 01

80+36, RT 1.00 0005 01

RAMP CR-5

74+60, RT 1.00 0005 01

85+83, RT 1.00 0005 01

86+92, RT 1.00 0005 01

88+76, RT 1.00 0005 01

91+17, RT 1.00 0005 01

93+06, RT 1.00 0005 01

95+46, RT 1.00 0005 01

RAMP DR-5

71+77, LT 1.00 0005 01

73+25, LT 1.00 0005 01

74+55, LT 1.00 0005 01

76+99, LT 1.00 0005 01

78+28, LT 1.00 0005 01

RAMP DR-6

100+66, LT 1.00 0005 01

97+91, LT 1.00 0005 01

99+40, LT 1.00 0005 01

RAMP FR-1

127+48, RT 1.00 0005 01

128+97, RT 1.00 0005 01

130+44, RT 1.00 0005 01

131+98, RT 1.00 0005 01

Item 201.0616 Total: 53.00

of 92




Item No.


Seq. No.

020 201.0622 REMOVE AND DISPOSE OVERHEAD SIGN EACH

PANEL

I-195

104+88, LT 1.00 0005 01

Item 201.0622 Total: 1.00

021 201.0623 REMOVE AND DISPOSE OVERHEAD SIGN EACH

STRUCTURE

I-195

104+88, LT 1.00 0005 01

Item 201.0623 Total: 1.00

022 201.9901 REMOVE AND DISPOSE HANDHOLE AND EACH

RETURN FRAME AND COVER TO RIDOT

I-195

114+39, BARRIER 1.00 0005 01

119+10, BARRIER 1.00 0005 01

71+62, LT 1.00 0005 01

72+39, RT 1.00 0005 01

73+43, LT 1.00 0005 01

78+65, RT 1.00 0005 01

81+15, RT 1.00 0005 01

83+53, RT 1.00 0005 01

85+95, RT 1.00 0005 01

86+14, LT 1.00 0005 01

87+66, RT 1.00 0005 01

88+52, LT 1.00 0005 01

90+85, LT 1.00 0005 01

93+06, LT 1.00 0005 01

95+55, LT 1.00 0005 01

97+65, RT 1.00 0005 01

LANE E

108+41, LT 1.00 0005 01

of 92




Item No.


Seq. No.

022 201.9901 Cont. LANE F

10+02, LT 1.00 0005 01

11+43, LT 1.00 0005 01

12+93, LT 1.00 0005 01

128+91, RT 1.00 0005 01

14+28, LT 1.00 0005 01

15+89, LT 1.00 0005 01

17+18, LT 1.00 0005 01

18+45, LT 1.00 0005 01

21+32, LT 1.00 0005 01

23+24, LT 1.00 0005 01

24+56, RT 1.00 0005 01

27+81, RT 1.00 0005 01

29+04, RT 1.00 0005 01

8+38, RT 1.00 0005 01

RAMP CR-4

74+60, LT 1.00 0005 01

76+98, RT 1.00 0005 01

78+24, RT 1.00 0005 01

80+36, RT 1.00 0005 01

RAMP CR-5

74+60, RT 1.00 0005 01

85+83, RT 1.00 0005 01

86+92, RT 1.00 0005 01

88+76, RT 1.00 0005 01

91+17, RT 1.00 0005 01

93+06, RT 1.00 0005 01

95+46, RT 1.00 0005 01

RAMP DR-5

71+77, LT 1.00 0005 01

73+25, LT 1.00 0005 01

74+55, LT 1.00 0005 01

76+99, LT 1.00 0005 01

of 92




Item No.


Seq. No.

022 201.9901 Cont. 78+28, LT 1.00 0005 01

RAMP DR-6

100+66, LT 1.00 0005 01

95+55, LT 1.00 0005 01

97+91, LT 1.00 0005 01

99+40, LT 1.00 0005 01

RAMP FR-1

126+33, LT 1.00 0005 01

127+48, RT 1.00 0005 01

128+97, RT 1.00 0005 01

130+44, RT 1.00 0005 01

131+98, RT 1.00 0005 01

Item 201.9901 Total: 56.00

023 202.0100 EARTH EXCAVATION CY

I-195

98+70 TO 99+70, 70' RT 187.20 0005 01

LANE F

19+55 TO 22+50 811.10 0005 01

25+00 TO 26+80 473.20 0005 01

ROUNDING


Item 202.0100 Total: 1,500.00

024 202.0600 LOAM EXCAVATION CY

I-195

98+70 TO 99+70, RT 114.90 0005 01

ROUNDING


Item 202.0600 Total: 150.00

025 202.0800 GRAVEL BORROW CY

I-195

of 92




Item No.


Seq. No.

025 202.0800 Cont. 98+70 TO 99+79, 70' RT 187.20 0005 01

ROUNDING


Item 202.0800 Total: 190.00

026 203.0100 STRUCTURAL EXCAVATION EARTH CY

BRIDGE NO. 472

NORTH SUBSTRUCTURE 1,571.97 0011 02

PIER 62.67 0011 02

SOUTH SUBSTRUCTURE 1,045.21 0011 02

ROUNDING


Item 203.0100 Total: 2,680.00

027 203.0700 PERVIOUS FILL CY

CONTINGENCY


Item 203.0700 Total: 10.00

028 203.9901 CRUSHED STONE FILL ADJACENT TO CY

STRUCTURES

BRIDGE NO. 472

NORTH&SOUTH BACKWALL 10.00 0011 02

PIER 62.67 0011 02

ROUNDING


Item 203.9901 Total: 73.00

029 203.9902 REINFORCED CRUSHED STONE ADJACENT CY

TO STRUCTURES

BRIDGE NO. 472

NORTH APPROACH 1,571.97 0011 02

SOUTH APPROACH 1,045.21 0011 02

of 92




Item No.


Seq. No.

029 203.9902 Cont. ROUNDING


Item 203.9902 Total: 2,618.00

030 204.0100 TRIMMING AND FINE GRADING SY

BROADWAY

0+95 TO 1+75, LT/RT 82.70 0005 01


PATCH

PROJECT WIDE 2,133.10 0005 01

I-195

110+40 TO 122+45, LT/RT 827.00 0005 01

123+45 TO 134+10, LT/RT 833.80 0005 01

70+87 TO 92+75, LT/RT 1,752.20 0005 01

98+70 TO 99+70, RT 114.90 0005 01

LANE F

10+35 TO 10+55, LT/RT 55.50 0005 01

19+85 TO 20+05, LT/RT 92.20 0005 01

20+05 TO 26+60, LT/RT 1,848.60 0005 01

26+58 TO 27+62, LT/RT 143.80 0005 01

26+60 TO 26+80, LT/RT 57.60 0005 01

LANE FR-1

125+89 TO 126+09, LT/RT 39.00 0005 01

130+70 TO 130+90, LT/RT 44.40 0005 01

130+90 TO 131+95, LT/RT 239.00 0005 01

131+96 TO 132+16, LT/RT 47.40 0005 01

LIGHTING TRENCHES


ROUNDING


WARREN AVE

11+90 TO 16+30, LT/RT 55.80 0005 01

12+00 TO 16+10, LT/RT 199.30 0005 01

of 92




Item No.


Seq. No.

030 204.0100 Cont. Item 204.0100 Total: 8,800.00

031 205.0240 TRENCH ROCK EXCAVATION (0-7') CY

I-195

108+50 TO 118+50 1,058.00 0005 01

118+50 TO 128+50 80.00 0005 01

71+00 TO 75+85 517.00 0005 01

75+85 TO 85+85 1,175.00 0005 01

85+85 TO 95+85 991.00 0005 01

95+85 TO 108+50 1,250.00 0005 01

LANE E

114+50 TO 125+00 75.00 0005 01

LANE F/RAMP FR-1

128+00 TO 133+00 200.00 0005 01

ROUNDING


Item 205.0240 Total: 5,400.00

032 206.0201 BALED HAY EROSION CHECK STANDARD LF

9.1.0

I-195

111+83 TO 119+57, LT 774.00 0005 01

119+34 TO 132+70, RT 1,336.00 0005 01

119+99 TO 129+63, LT 965.00 0005 01

129+41 TO 129+63, LT 60.00 0005 01

129+41 TO 129+63, RT 60.00 0005 01

131+84 TO 132+06, RT 60.00 0005 01

79+39 TO 83+34, LT 395.00 0005 01

LANE F

15+32 TO 15+53, LT 74.00 0005 01

24+24 TO 24+47, RT 74.00 0005 01

25+34 TO 25+60, RT 74.00 0005 01

26+45 TO 26+69, RT 60.00 0005 01

of 92




Item No.


Seq. No.

032 206.0201 Cont. RAMP CR-6

115+47 TO 115+71, RT 50.00 0005 01

ROUNDING


Item 206.0201 Total: 4,000.00

033 206.0208 REMOVAL OF BALED HAY EROSION CHECKS LF

I-195

111+83 TO 119+57, LT 774.00 0005 01

112+01 TO 121+63, LT 288.00 0005 01

119+34 TO 132+70, RT 1,336.00 0005 01

119+99 TO 129+63, LT 965.00 0005 01

129+41 TO 129+63, LT 60.00 0005 01

129+41 TO 129+63, RT 60.00 0005 01

131+84 TO 132+06, RT 60.00 0005 01

79+39 TO 83+34, LT 395.00 0005 01

79+50 TO 83+00, LT 108.00 0005 01

LANE F

15+32 TO 15+53, LT 74.00 0005 01

24+24 TO 24+47, RT 74.00 0005 01

25+01, RT 36.00 0005 01

25+34 TO 25+60, RT 74.00 0005 01

26+45 TO 26+69, RT 60.00 0005 01

LANE FR-1

129+01 TO 132+07, LT 306.00 0005 01

RAMP CR-6

114+86 TO 116+92, RT 228.00 0005 01

115+47 TO 115+71, RT 50.00 0005 01

115+83, RT 36.00 0005 01

ROUNDING


Item 206.0208 Total: 5,050.00

of 92




Item No.


Seq. No.

034 206.0230 BALED HAY EROSION CHECK AND SILT LF

FENCE COMBINED STANDARD 9.3.0

LANE FR-1

129+01 TO 132+07, LT 306.00 0005 01

RAMP CR-6

114+86 TO 116+92, RT 228.00 0005 01

ROUNDING


Item 206.0230 Total: 550.00

035 206.9901 CATCH BASIN INLET PROTECTION EACH

PROJECT WIDE


Item 206.9901 Total: 20.00

036 207.0202 BALED HAY DITCH EROSION CHECK LF

STANDARD 9.4.0

I-195

112+01 TO 121+63, LT 288.00 0005 01

79+50 TO 83+00, LT 108.00 0005 01

LANE F

25+01, RT 36.00 0005 01

RAMP CR-6

115+83, RT 36.00 0005 01

ROUNDING


Item 207.0202 Total: 500.00

037 212.2000 CLEANING AND MAINTENANCE OF LS

EROSION CONTROLS

LUMP SUM

LUMP SUM 1.00 0005 01

Item 212.2000 Total: 1.00

of 92




Item No.


Seq. No.

038 213.0100 PLACEMENT OF MILLINGS BENEATH LF

GUARDRAIL

I-195

70+56 TO 73+79, LT 320.00 0005 01

80+14 TO 86+42, RT 629.00 0005 01

I-195/RAMP CR-4

70+64 TO 79+88, RT 925.00 0005 01

LANE F

18+82 TO 21+07, RT 223.00 0005 01

25+32 TO 27+64, RT 230.00 0005 01

RAMP CR-5

87+88 TO 89+00, RT 112.00 0005 01

RAMP DR-5/I-195

71+51 TO 90+45, LT 1,892.00 0005 01

RAMP FR-1

125+37 TO 132+88, LT 745.00 0005 01

ROUNDING


Item 213.0100 Total: 5,100.00

039 302.0100 GRAVEL BORROW SUBBASE COURSE CY

BROADWAY

0+94 TO 0+99, RT 0.43 0005 01

0+95 TO 1+75, LT/RT 18.00 0005 01

0+99 TO 1+76, LT 11.25 0005 01


PATCH


I-195

110+40 TO 134+10, LT.RT 830.00 0005 01

70+87 TO 92+75, LT/RT 584.00 0005 01

98+70 TO 99+70, RT 421.00 0005 01

of 92




Item No.


Seq. No.

039 302.0100 Cont. LANE E

109+16 TO 112+00, RT 25.07 0005 01

109+24 TO 112+00, LT 24.71 0005 01

LANE F

18+80 TO 27+75, RT 35.79 0005 01

20+05 TO 26+60, LT/RT 616.00 0005 01

26+58 TO 27+62, LT/RT 48.00 0005 01

LANE FR-1

125+37 TO 132+35, LT 58.18 0005 01

130+70 TO 132+26, RT 11.53 0005 01

130+90 TO 131+95, LT/RT 80.00 0005 01

LIGHTING TRENCHES


RAMP CR-4

75+62 TO 79+88, RT 37.78 0005 01

RAMP CR-5

87+88 TO 89+00, RT 9.96 0005 01

RAMP CR-6

116+93 TO 117+10, RT 1.42 0005 01

118+25 TO 118+42, RT 1.42 0005 01

118+77 TO 118+94, RT 1.42 0005 01

RAMP DR-5/I-195

71+51 TO 79+41, LT 69.96 0005 01

RAMP DR-6

98+48 TO 100+35, RT 16.62 0005 01

ROUNDING


WARREN AVE

11+90 TO 16+30, LT/RT 12.00 0005 01

11+90 TO 16+35, LT 18.79 0005 01

12+00 TO 16+10, LT/RT 44.00 0005 01

12+45 TO 12+81, RT 1.74 0005 01

Item 302.0100 Total: 4,000.00

of 92




Item No.


Seq. No.

040 401.9901 CLASS 19 TON


PATCH

PROJECT WIDE 1,209.00 0005 01

I-195

110+40 TO 134+10, LT/RT 565.00 0005 01

LANE F

10+35 TO 10+55, LT/RT 31.00 0005 01

19+85 TO 20+05, LT/RT 52.00 0005 01

20+05 TO 26+60, LT/RT 1,048.00 0005 01

26+58 TO 27+62, LT/RT 82.00 0005 01

26+60 TO 26+80, LT/RT 33.00 0005 01

LANE FR-1

125+89 TO 126+09, LT/RT 22.00 0005 01

130+70 TO 130+90, LT/RT 25.00 0005 01

130+90 TO 131+95, LT/RT 136.00 0005 01

131+96 TO 132+16, LT/RT 27.00 0005 01

LIGHTING TRENCHES


ROUNDING


Item 401.9901 Total: 3,295.00

041 401.9902 MODIFIED CLASS 12.5 TON


PATCH


I-195

110+40 TO 122+45, LT/RT 188.00 0005 01

110+40 TO 134+10, LT/RT 188.00 0005 01

123+45 TO 134+10, LT/RT 189.00 0005 01

70+87 TO 159+20, LT 6,362.00 0005 01

of 92




Item No.


Seq. No.

041 401.9902 Cont. 70+87 TO 159+20, RT 5,875.00 0005 01

70+87 TO 92+75, LT/RT 397.00 0005 01

LANE E

105+00 TO 112+00, LT/RT 311.00 0005 01

LANE F

10+35 TO 10+55, LT/RT 6.00 0005 01

10+60 TO 19+85, LT/RT 453.00 0005 01

19+85 TO 20+05, LT/RT 10.00 0005 01

20+05 TO 26+60, LT/RT 210.00 0005 01

26+58 TO 27+62, LT/RT 16.00 0005 01

26+60 TO 26+80, LT/RT 7.00 0005 01

7+18 TO 10+35, LT/RT 104.00 0005 01

LANE FR-1

125+89 TO 126+09, LT/RT 4.00 0005 01

126+09 TO 130+70, LT/RT 121.00 0005 01

130+70 TO 130+90, LT/RT 5.00 0005 01

130+90 TO 131+95, LT/RT 27.00 0005 01

131+96 TO 132+16, LT/RT 5.00 0005 01

132+16 TO 132+31, LT/RT 4.00 0005 01

LIGHTING TRENCHES


RAMP CR-4

73+13 TO 83+00, LT/RT 258.00 0005 01

RAMP CR-5

83+43 TO 92+41, LT/RT 314.00 0005 01

RAMP CR-6

115+50 TO 123+50, LT/RT 426.00 0005 01

RAMP DR-5

70+23 TO 78+13, LT/RT 196.00 0005 01

RAMP DR-6

95+41 TO 100+80, LT/RT 91.00 0005 01

ROUNDING


of 92




Item No.


Seq. No.

041 401.9902 Cont. Item 401.9902 Total: 16,025.00

042 403.0300 ASPHALT EMULSION TACK COAT SY


PATCH

PROJECT WIDE 2,133.10 0005 01

I-195

70+87 TO 159+20, LT 51,811.70 0005 01

70+87 TO 159+20, RT 56,099.00 0005 01

LANE E

105+00 TO 112+00, LT/RT 2,744.10 0005 01

LANE F

10+35 TO 10+55, LT/RT 55.50 0005 01

10+60 TO 19+85, LT/RT 3,993.50 0005 01

19+85 TO 20+05, LT/RT 92.20 0005 01

20+05 TO 26+60, LT/RT 1,848.60 0005 01

26+58 TO 27+62, LT/RT 143.80 0005 01

26+60 TO 26+80, LT/RT 57.60 0005 01

7+18 TO 10+35, LT/RT 914.60 0005 01

LANE FR-1

125+89 TO 126+09, LT/RT 39.00 0005 01

126+09 TO 130+70, LT/RT 1,066.50 0005 01

130+70 TO 130+90, LT/RT 44.40 0005 01

130+90 TO 131+95, LT/RT 239.00 0005 01

131+96 TO 132+16, LT/RT 47.40 0005 01

132+16 TO 132+31, LT/RT 35.90 0005 01

LIGHTING TRENCHES


RAMP CR-4

73+13 TO 83+00, LT/RT 2,274.80 0005 01

RAMP CR-5

83+43 TO 92+41, LT/RT 2,772.00 0005 01

RAMP CR-6

of 92




Item No.


Seq. No.

042 403.0300 Cont. 115+50 TO 123+50, LT/RT 3,755.20 0005 01

RAMP DR-5

70+23 TO 78+13, LT/RT 1,729.00 0005 01

RAMP DR-6

95+41 TO 100+80, LT/RT 804.50 0005 01

ROUNDING


Item 403.0300 Total: 133,000.00

043 410.1000 TEMPORARY PATCHING TON

MATERIAL/TRENCHES

CONTINGENCY


LIGHTING TRENCHES


ROUNDING


Item 410.1000 Total: 35.00

044 601.0200 CLASS XX PORTLAND CEMENT CONCRETE CY

I-195

110+40 TO 122+45, LT/RT 230.00 0005 01

123+45 TO 134+10, LT/RT 232.00 0005 01

70+87 TO 92+75, LT/RT 487.00 0005 01

LANE E

109+16 TO 112+00, RT 9.00 0005 01

109+24 TO 112+00, LT 9.00 0005 01

LANE F

26+80 TO 27+75, RT 3.00 0005 01

LANE FR-1

126+11 TO 130+70, LT 14.00 0005 01

RAMP CR-4

75+62 TO 79+88, RT 13.00 0005 01

of 92




Item No.


Seq. No.

044 601.0200 Cont. RAMP CR-5

87+88 TO 89+00, RT 3.00 0005 01

RAMP CR-6

116+93 TO 117+10, RT 0.49 0005 01

118+25 TO 118+42, RT 0.49 0005 01

118+77 TO 118+94, RT 0.49 0005 01

RAMP DR-5/I-195

71+51 TO 79+41, LT 24.00 0005 01

RAMP DR-6

98+48 TO 100+35, RT 6.00 0005 01

ROUNDING


Item 601.0200 Total: 1,100.00

045 701.7712 12 INCH REINFORCED CONCRETE PIPE EACH

END SECTION STANDARD 2.3.0

I-195

114+46, LT 1.00 0005 01

Item 701.7712 Total: 1.00

046 702.0517 FRAME AND GRATE, STANDARD 6.3.2 EACH

20% OF 704.9901


20% OF 707.2000


Item 702.0517 Total: 26.00

047 702.0522 FRAME AND COVER STANDARD 6.2.1 EACH

20% OF 704.9905


20% OF 707.1900


Item 702.0522 Total: 7.00

of 92




Item No.


Seq. No.

048 702.0630 PRECAST MANHOLE 4' DIAMETER EACH

STANDARD 4.2.0

RAMP CR-4

77+31, RT 1.00 0005 01

Item 702.0630 Total: 1.00

049 703.0008 8'' PERFORATED CONCRETE PIPE M175 LF

WITH FILTER MATERIAL STANDARD 1.1.0

RAMP CR-5

90+00 TO 91+27, RT 127.00 0005 01

ROUNDING


Item 703.0008 Total: 130.00

050 704.9901 REPAIR CATCH BASIN - RPC EACH

I-195

100+15, LT 1.00 0005 01

101+99, LT 1.00 0005 01

104+43, LT 1.00 0005 01

104+49, RT 1.00 0005 01

109+51, RT 1.00 0005 01

110+39, LT 1.00 0005 01

114+46, LT 1.00 0005 01

114+46, RT 2.00 0005 01

114+47, LT 1.00 0005 01

116+99, LT 1.00 0005 01

116+99, RT 1.00 0005 01

117+00, LT 1.00 0005 01

119+50, LT 2.00 0005 01

119+50, RT 1.00 0005 01

119+52, RT 1.00 0005 01

75+70, LT 1.00 0005 01

of 92




Item No.


Seq. No.

050 704.9901 Cont. 75+70, RT 1.00 0005 01

76+02, LT 1.00 0005 01

78+10, LT 1.00 0005 01

80+49, RT 1.00 0005 01

80+50, LT 1.00 0005 01

82+90, LT 1.00 0005 01

85+29, LT 1.00 0005 01

87+70, LT 1.00 0005 01

90+10, LT 1.00 0005 01

90+10, RT 1.00 0005 01

92+49, RT 1.00 0005 01

99+51, LT 1.00 0005 01

LANE E

107+01, RT 1.00 0005 01

109+09, RT 1.00 0005 01

111+24, RT 1.00 0005 01

LANE F

12+74, LT 1.00 0005 01

17+99, RT 1.00 0005 01

20+98, RT 1.00 0005 01

25+50, RT 1.00 0005 01

26+50, RT 1.00 0005 01

6+89, LT 1.00 0005 01

9+46, LT 1.00 0005 01

RAMP CR-5

83+59, LT 1.00 0005 01

90+09, LT 1.00 0005 01

RAMP CR-6

117+01, RT 1.00 0005 01

118+34, RT 1.00 0005 01

118+86, RT 1.00 0005 01

119+84, RT 1.00 0005 01

121+04, RT 1.00 0005 01

of 92




Item No.


Seq. No.

050 704.9901 Cont. 122+31, RT 1.00 0005 01

Item 704.9901 Total: 48.00

051 704.9902 REPAIR CATCH BASIN W/ GUTTER INLET EACH

- RCI

LANE E

106+01, RT 1.00 0005 01

RAMP CR-4

75+73, RT 1.00 0005 01

78+13, RT 1.00 0005 01

80+25, RT 1.00 0005 01

82+36, RT 1.00 0005 01

RAMP CR-5

86+48, RT 1.00 0005 01

RAMP DR-5

72+46, LT 1.00 0005 01

Item 704.9902 Total: 7.00

052 704.9903 REPAIR DOUBLE GRATE CATCH BASIN - EACH

RDC

I-195

100+14, RT 1.00 0005 01

100+35, RT 1.00 0005 01

101+97, RT 1.00 0005 01

71+30, LT 1.00 0005 01

73+29, LT 1.00 0005 01

82+90, RT 1.00 0005 01

85+30, RT 1.00 0005 01

87+70, RT 1.00 0005 01

92+50, LT 1.00 0005 01

94+89, LT 1.00 0005 01

97+27, RT 1.00 0005 01

99+50, RT 1.00 0005 01

of 92




Item No.


Seq. No.

052 704.9903 Cont. 99+85, RT 1.00 0005 01

LANE F

15+44, RT 1.00 0005 01

RAMP CR-5

84+81, RT 1.00 0005 01

91+29, RT 1.00 0005 01

92+48, RT 1.00 0005 01

94+89, RT 1.00 0005 01

RAMP DR-6

97+32, LT 1.00 0005 01

98+24, LT 1.00 0005 01

Item 704.9903 Total: 20.00

053 704.9904 RECONSTRUCT DROP INLET - RPD EACH

I-195

99+50, RT 1.00 0005 01

RAMP DR-6

99+52, LT 1.00 0005 01

Item 704.9904 Total: 2.00

054 704.9905 RECONSTRUCT MANHOLE - RMH EACH

I-195

100+13, LT 1.00 0005 01

101+99, LT 1.00 0005 01

104+48, RT 1.00 0005 01

104+50, LT 1.00 0005 01

109+49, LT 1.00 0005 01

115+24, LT 1.00 0005 01

71+31, RT 1.00 0005 01

73+30, RT 1.00 0005 01

74+75, LT 1.00 0005 01

86+50, RT 1.00 0005 01

89+06, RT 1.00 0005 01

of 92




Item No.


Seq. No.

054 704.9905 Cont. 92+51, LT 1.00 0005 01

99+29, RT 1.00 0005 01

99+51, LT 1.00 0005 01

LANE E

109+09, RT 1.00 0005 01

LANE F

6+99, LT 1.00 0005 01

9+46, LT 1.00 0005 01

Item 704.9905 Total: 17.00

055 707.0900 ADJUST MANHOLES TO GRADE EACH

RAMP DR-5

70+53, RT 1.00 0005 01

Item 707.0900 Total: 1.00

056 707.1900 ADJUST FRAME & COVER TO GRADE EACH

I-195

124+65, LT 1.00 0005 01

127+07, LT 1.00 0005 01

129+50, RT 1.00 0005 01

129+58, LT 1.00 0005 01

132+68, LT 1.00 0005 01

133+18, LT 1.00 0005 01

134+15, LT 1.00 0005 01

135+74, LT 1.00 0005 01

136+20, LT 1.00 0005 01

138+26, LT 1.00 0005 01

138+28, LT 1.00 0005 01

140+36, LT 1.00 0005 01

142+46, LT 1.00 0005 01

144+53, LT 1.00 0005 01

144+54, RT 1.00 0005 01

146+69, LT 1.00 0005 01

of 92




Item No.


Seq. No.

056 707.1900 Cont. 148+84, RT 1.00 0005 01

158+92, LT 1.00 0005 01

Item 707.1900 Total: 18.00

057 707.2000 ADJUST FRAME AND GRATE TO GRADE EACH

I-195

124+35, LT 1.00 0005 01

124+50, LT 1.00 0005 01

124+50, RT 1.00 0005 01

124+52, LT 2.00 0005 01

124+52, RT 2.00 0005 01

126+99, LT 3.00 0005 01

126+99, RT 3.00 0005 01

129+49, LT 3.00 0005 01

129+49, RT 2.00 0005 01

129+50, RT 1.00 0005 01

131+98, LT 2.00 0005 01

131+98, RT 2.00 0005 01

131+99, LT 1.00 0005 01

131+99, RT 1.00 0005 01

134+15, LT 2.00 0005 01

134+16, RT 1.00 0005 01

134+26, RT 2.00 0005 01

136+19, LT 2.00 0005 01

136+20, RT 1.00 0005 01

136+28, RT 2.00 0005 01

138+28, LT 2.00 0005 01

138+29, RT 1.00 0005 01

138+36, RT 2.00 0005 01

140+33, RT 1.00 0005 01

140+36, LT 2.00 0005 01

140+45, RT 2.00 0005 01

142+45, LT 2.00 0005 01

of 92




Item No.


Seq. No.

057 707.2000 Cont. 142+47, RT 1.00 0005 01

142+54, RT 2.00 0005 01

144+54, LT 2.00 0005 01

144+54, RT 1.00 0005 01

144+63, RT 2.00 0005 01

146+68, RT 1.00 0005 01

146+69, LT 2.00 0005 01

146+78, RT 2.00 0005 01

148+80, RT 2.00 0005 01

148+83, LT 2.00 0005 01

148+90, RT 2.00 0005 01

153+99, LT 1.00 0005 01

153+99, RT 2.00 0005 01

154+00, LT 1.00 0005 01

156+48, RT 1.00 0005 01

156+49, LT 2.00 0005 01

156+49, RT 1.00 0005 01

158+85, LT 1.00 0005 01

158+99, LT 1.00 0005 01

159+00, RT 1.00 0005 01

159+04, RT 1.00 0005 01

Item 707.2000 Total: 78.00

058 708.9040 CLEANING AND FLUSHING PIPE ALL LF

SIZES

I-195

100+08 TO 99+53, RT 76.00 0005 01

100+14 TO 100+15, LT 8.00 0005 01

100+16 TO 100+33, RT 17.00 0005 01

100+16 TO 99+52, LT 65.00 0005 01

100+17 TO 101+96, LT 180.00 0005 01

100+18 TO 101+97, LT 179.00 0005 01

100+83 TO 101+95, RT 112.00 0005 01

of 92




Item No.


Seq. No.

058 708.9040 Cont. 101+99 TO 101+99, LT 4.00 0005 01

102+01 TO 104+40, LT 240.00 0005 01

102+05 TO 104+45, RT 241.00 0005 01

104+45 TO 104+49, LT 5.00 0005 01

104+48 TO 104+49, RT 12.00 0005 01

104+50 TO 105+96, RT 147.00 0005 01

104+52 TO 106+97, LT 245.00 0005 01

104+56 TO 106+87, LT 232.00 0005 01

106+03 TO 106+97, RT 95.00 0005 01

106+91 TO 106+97, LT 7.00 0005 01

107+00 TO 106+99, LT 53.00 0005 01

109+49 TO 109+44, LT 34.00 0005 01

109+50 TO 109+49, LT 39.00 0005 01

109+50 TO 109+50, RT 43.00 0005 01

109+51 TO 110+37, LT 86.00 0005 01

114+46 TO 114+46, LT 61.00 0005 01

114+46 TO 114+46, RT 50.00 0005 01

114+48 TO 115+23, LT 78.00 0005 01

115+25 TO 115+23, LT 99.00 0005 01

115+57 TO 115+24, LT/RT 144.00 0005 01

116+98 TO 116+99, RT 64.00 0005 01

116+99 TO 117+00, LT 46.00 0005 01

118+70 TO 118+82, RT 26.00 0005 01

118+85 TO 199+51, RT 78.00 0005 01

119+49 TO 119+50, RT 39.00 0005 01

119+50 TO 119+50, LT 14.00 0005 01

119+51 TO 119+46, LT 53.00 0005 01

119+51 TO 121+90, LT/RT 259.00 0005 01

119+52 TO 119+50, RT 8.00 0005 01

119+61 TO 121+90, LT 230.00 0005 01

121+91 TO 121+91, LT 51.00 0005 01

21+91 TO 121+91, RT 51.00 0005 01

71+31 TO 71+30, LT/RT 66.00 0005 01

of 92




Item No.


Seq. No.

058 708.9040 Cont. 71+32 TO 73+27, LT 194.00 0005 01

73+30 TO 73+29, LT/RT 62.00 0005 01

73+31 TO 74+73, LT 142.00 0005 01

74+77 TO 76+00, LT 124.00 0005 01

75+69 TO 75+69, RT 71.00 0005 01

76+04 TO 78+08, LT 205.00 0005 01

78+10 TO 78+10, LT 62.00 0005 01

78+10 TO 78+10, RT 91.00 0005 01

79+27 TO 80+47, RT 121.00 0005 01

80+49 TO 80+49, RT 44.00 0005 01

80+49 TO 80+50, LT 61.00 0005 01

80+51 TO 82+88, RT 237.00 0005 01

82+90 TO 82+90, LT 60.00 0005 01

82+90 TO 82+90, RT 45.00 0005 01

82+92 TO 85+28, RT 236.00 0005 01

83+03 TO 84+78, LT 182.00 0005 01

85+30 TO 85+30, LT 61.00 0005 01

85+30 TO 85+30, RT 44.00 0005 01

85+32 TO 86+48, RT 116.00 0005 01

86+52 TO 87+67, RT 116.00 0005 01

87+70 TO 87+69, LT 61.00 0005 01

87+70 TO 87+69, RT 44.00 0005 01

87+71 TO 89+06, RT 135.00 0005 01

90+09 TO 90+10, RT 49.00 0005 01

90+10 TO 90+09, LT 61.00 0005 01

90+12 TO 92+47, RT 236.00 0005 01

90+15 TO 92+48, LT 233.00 0005 01

91+32 TO 92+47, RT 116.00 0005 01

92+49 TO 92+49, LT 51.00 0005 01

92+49 TO 92+49, RT 57.00 0005 01

92+51 TO 94+88, RT 237.00 0005 01

92+53 TO 94+86, LT 233.00 0005 01

92+53 TO 94+87, RT 234.00 0005 01

of 92




Item No.


Seq. No.

058 708.9040 Cont. 94+89 TO 94+90, RT 57.00 0005 01

94+90 TO 94+89, LT 56.00 0005 01

94+94 TO 97+28, LT 234.00 0005 01

94+97 TO 97+24, RT 228.00 0005 01

97+31 TO 99+49, RT 218.00 0005 01

97+92 TO 99+49, LT 188.00 0005 01

99+30 TO 99+48, RT 19.00 0005 01

99+49 TO 99+50, RT 49.00 0005 01

99+50 TO 99+50, LT 5.00 0005 01

99+51 TO 99+51, LT 5.00 0005 01

99+52 TO 99+83, RT 31.00 0005 01

99+53 TO 100+13, LT 60.00 0005 01

99+58 TO 100+11, LT 54.00 0005 01

99+87 TO 100+12, RT 26.00 0005 01

LANE E

106+01 TO 106+01, RT 3.00 0005 01

106+02 TO 107+00, RT 97.00 0005 01

107+01 TO 109+05, RT 202.00 0005 01

109+09 TO 109+41, LT/RT 78.00 0005 01

109+10 TO 111+22, RT 211.00 0005 01

113+21 TO 113+20, RT 25.00 0005 01

115+29 TO 115+27, RT 43.00 0005 01

LANE F

12+75 TO 15+94, LT 322.00 0005 01

15+33 15+41, LT/RT 43.00 0005 01

15+35 TO 15+42, RT 8.00 0005 01

15+96 TO 17+67, LT 222.00 0005 01

17+71 TO 19+79, LT 244.00 0005 01

18+40 TO 17+99, RT 56.00 0005 01

18+47 TO 18+40, RT 64.00 0005 01

19+83 TO 21+96, LT 240.00 0005 01

20+98 TO 20+98, RT 42.00 0005 01

22+00 TO 24+57, LT 305.00 0005 01

of 92




Item No.


Seq. No.

058 708.9040 Cont. 25+32 TO 25+49, RT 109.00 0005 01

28+99 TO 28+99, RT 50.00 0005 01

7+01 TO 9+44, LT 243.00 0005 01

9+49 TO 12+71, LT 320.00 0005 01

RAMP CR-4

75+72 TO 78+11, RT 239.00 0005 01

78+15 TO 80+23, RT 208.00 0005 01

80+27 TO 82+33, RT 189.00 0005 01

RAMP CR-5

70+54 TO 70+59, LT/RT 23.00 0005 01

70+54 TO 72+44, ;T/RT 195.00 0005 01

84+83 TO 84+96, LT/RT 34.00 0005 01

84+83 TO 86+46, RT 148.00 0005 01

86+50 TO 87+70, LT/RT 127.00 0005 01

RAMP DR-6

101+48 TO 101+49, LT/RT 17.00 0005 01

97+34 TO 98+22, LT 88.00 0005 01

98+26 TO 99+47, LT 121.00 0005 01

99+50 TO 99+52, LT/RT 36.00 0005 01

99+53 TO 101+47, LT 194.00 0005 01

ROUNDING


Item 708.9040 Total: 13,500.00

059 708.9041 CLEANING CATCH BASINS ALL TYPES EACH

AND SIZES

I-195

100+14, LT 1.00 0005 01

100+14, RT 1.00 0005 01

100+19, LT 1.00 0005 01

100+19, RT 1.00 0005 01

100+35, RT 1.00 0005 01

101+97, RT 1.00 0005 01

of 92




Item No.


Seq. No.

059 708.9041 Cont. 101+98, RT 1.00 0005 01

101+99, LT 2.00 0005 01

104+42, LT 1.00 0005 01

104+49, RT 1.00 0005 01

104+50, LT 1.00 0005 01

104+51, RT 1.00 0005 01

107+00, LT 1.00 0005 01

107+00, RT 1.00 0005 01

109+50, LT 1.00 0005 01

109+50, RT 2.00 0005 01

110+39, LT 1.00 0005 01

114+46, LT 2.00 0005 01

114+46, RT 1.00 0005 01

116+99, LT 1.00 0005 01

116+99, RT 1.00 0005 01

117+00, LT 1.00 0005 01

119+50, LT 2.00 0005 01

119+50, RT 1.00 0005 01

119+52, RT 1.00 0005 01

121+91, LT 5.00 0005 01

121+91, RT 9.00 0005 01

71+30, LT 1.00 0005 01

71+31, RT 1.00 0005 01

71+32, RT 1.00 0005 01

73+29, LT 1.00 0005 01

73+30, RT 1.00 0005 01

73+31, LT 1.00 0005 01

75+70, LT 1.00 0005 01

75+70, RT 1.00 0005 01

78+10, LT 1.00 0005 01

78+10, RT 1.00 0005 01

79+25, RT 1.00 0005 01

80+49, RT 2.00 0005 01

of 92




Item No.


Seq. No.

059 708.9041 Cont. 80+50, LT 2.00 0005 01

82+90, LT 2.00 0005 01

82+90, RT 2.00 0005 01

85+29, LT 1.00 0005 01

85+30, LT 1.00 0005 01

85+30, RT 2.00 0005 01

87+69, LT 1.00 0005 01

87+69, RT 1.00 0005 01

87+70, LT 1.00 0005 01

87+70, RT 1.00 0005 01

90+09, LT 1.00 0005 01

90+10, LT 1.00 0005 01

90+10, RT 2.00 0005 01

92+49, LT 1.00 0005 01

92+49, RT 1.00 0005 01

92+50, LT 1.00 0005 01

94+89, LT 1.00 0005 01

94+90, LT 1.00 0005 01

94+90, RT 1.00 0005 01

97+27, RT 1.00 0005 01

97+29, RT 1.00 0005 01

97+30, LT 1.00 0005 01

99+49, RT 1.00 0005 01

99+50, RT 1.00 0005 01

99+51, LT 2.00 0005 01

99+51, RT 1.00 0005 01

99+85, RT 1.00 0005 01

LANE E

106+00, RT 1.00 0005 01

107+01, RT 1.00 0005 01

109+09, RT 1.00 0005 01

111+24, RT 1.00 0005 01

LANE F

of 92




Item No.


Seq. No.

059 708.9041 Cont. 12+74, LT 1.00 0005 01

15+44, RT 1.00 0005 01

17+99, RT 1.00 0005 01

20+98, RT 1.00 0005 01

6+89, LT 1.00 0005 01

9+46, LT 1.00 0005 01

LANE FR-1

131+18, RT 1.00 0005 01

RAMP CR-4

75+71, RT 1.00 0005 01

78+13, RT 2.00 0005 01

80+25, RT 2.00 0005 01

82+36, RT 2.00 0005 01

RAMP CR-5

83+59, LT 1.00 0005 01

84+81, RT 1.00 0005 01

86+47, RT 1.00 0005 01

91+29, RT 1.00 0005 01

92+49, RT 1.00 0005 01

94+89, RT 1.00 0005 01

RAMP CR-6

114+46, RT 1.00 0005 01

117+00, RT 1.00 0005 01

118+34, RT 1.00 0005 01

118+86, RT 1.00 0005 01

119+84, RT 1.00 0005 01

121+04, RT 1.00 0005 01

122+31, RT 1.00 0005 01

RAMP DR-5

70+59, LT 1.00 0005 01

72+47, LT 1.00 0005 01

75+99, LT 1.00 0005 01

78+09, LT 1.00 0005 01

of 92




Item No.


Seq. No.

059 708.9041 Cont. RAMP DR-6

101+48, LT 1.00 0005 01

101+50, RT 1.00 0005 01

97+32, LT 1.00 0005 01

98+24, LT 1.00 0005 01

99+52, LT 1.00 0005 01

Item 708.9041 Total: 129.00

060 708.9042 CLEANING MANHOLES ALL TYPES AND EACH

SIZES

I-195

100+13, LT 1.00 0005 01

101+99, LT 1.00 0005 01

104+48, RT 1.00 0005 01

104+50, LT 1.00 0005 01

106+99, LT 1.00 0005 01

109+49, LT 1.00 0005 01

115+24, LT 1.00 0005 01

119+49, RT 1.00 0005 01

73+28, RT 1.00 0005 01

74+75, LT 1.00 0005 01

84+80, LT 1.00 0005 01

86+50, RT 1.00 0005 01

89+06, RT 1.00 0005 01

92+50, LT 1.00 0005 01

97+00, RT 1.00 0005 01

99+29, RT 1.00 0005 01

99+51, LT 1.00 0005 01

LANE E

111+24, RT 1.00 0005 01

LANE F

12+74, LT 1.00 0005 01

15+33, RT 1.00 0005 01

of 92




Item No.


Seq. No.

060 708.9042 Cont. 15+95, LT 1.00 0005 01

17+68, LT 1.00 0005 01

19+81, LT 1.00 0005 01

21+98, LT 1.00 0005 01

9+46, LT 1.00 0005 01

RAMP CR-6

118+87, LT 1.00 0005 01

RAMP DR-5

70+53, RT 1.00 0005 01

Item 708.9042 Total: 27.00

061 708.9901 CLEAN AND REGRADE JUTE MESH DITCH LF

I-195

112+01 TO 119+45, LT 744.00 0005 01

79+50 TO 83+00, LT 350.00 0005 01

99+50 TO 100+80, RT 130.00 0005 01

ROUNDING


Item 708.9901 Total: 1,230.00

062 708.9902 CLEAN AND REGRADE DITCH LF

LANE F

25+46 TO 27+75, RT 227.00 0005 01

ROUNDING


Item 708.9902 Total: 230.00

063 708.9905 CLEAN AND REGRADE RIP RAP DITCH LF

RAMP CR-6

115+57 TO 115+90, RT 50.00 0005 01

Item 708.9905 Total: 50.00

064 709.0100 CONCRETE CONNECTING COLLAR CY

of 92




Item No.


Seq. No.

064 709.0100 Cont. STANDARD 1.3.0

I-195

114+46, LT 1.80 0005 01

ROUNDING


Item 709.0100 Total: 2.00

065 709.0200 CONCRETE HEADWALLS FOR PIPE CY

CULVERTS STANDARD 2.1.0

LANE F

24+34,RT 0.60 0005 01

25+32,RT 0.50 0005 01

26+54,RT 0.50 0005 01

ROUNDING


Item 709.0200 Total: 5.00

066 711.0110 3'' PAVED WATERWAY CLASS I-1 SY

STANDARD 8.4.0

RAMP FR-1

128+70,RT 167.00 0005 01

ROUNDING


Item 711.0110 Total: 170.00

067 800.9920 HORTON FARM ROAD BRIDGE NO. 472 LS

SUPERSTRUCTURE

HORTON FARM ROAD BRIDGE NO. 472

SUPERSTRUCTURE 1.00 0011 02

Item 800.9920 Total: 1.00


SUBSTRUCTURE

of 92




Item No.


Seq. No.

068 800.9940 Cont. HORTON FARM ROAD BRIDGE NO. 472

SUBSTRUCTURE 1.00 0011 02

Item 800.9940 Total: 1.00

069 803.9902 REMOVE AND DISPOSE EXISTING BRIDGE LS

SUPERSTRUCTURE HORTON FARM ROAD

BRIDGE NO. 472


REMOVE AND DISPOSE EXISTING 1.00 0011 02

SUPERSTRUCTURE

Item 803.9902 Total: 1.00

070 803.9904 REMOVE AND DISPOSE EXISTING BRIDGE LS

SUBSTRUCTURE HORTON FARM ROAD

BRIDGE NO. 472


REMOVE AND DISPOSE EXISTING 1.00 0011 02

SUBSTRUCTURE

Item 803.9904 Total: 1.00


TEMPORARY EARTH RETAINING SYSTEMS


TEMPORARY EARTH RETAINING 1.00 0011 02

SYSTEMS

Item 805.9920 Total: 1.00

072 817.2110 REPAIRS TO STRUCTURAL CONCRETE CF

MASONRY (PATCHING MORTAR)

BRIDGE NO. 472

NORTH ABUTMENT 40.33 0011 02

NORTHWEST WINGWALL 8.08 0011 02

SOUTH ABUTMENT 10.50 0011 02

of 92




Item No.


Seq. No.

072 817.2110 Cont. SOUTHWEST WINGWALL 60.00 0011 02

ROUNDING


Item 817.2110 Total: 120.00

073 819.0800 DRILL AND GROUT REINFORCING DOWELS EACH

BRIDGE NO. 472

BACKWALLS 182.00 0011 02

END POSTS 60.00 0011 02

WINGWALLS 600.00 0011 02

Item 819.0800 Total: 842.00

074 820.0110 CONCRETE SURFACE TREATMENT SF

(PROTECTIVE COATING)

I-195

110+40 TO 122+45, LT 4,218.00 0005 01

110+40 TO 122+45, RT 4,218.00 0005 01

122+45 TO 134+10, LT 4,078.00 0005 01

122+45 TO 134+10, RT 4,078.00 0005 01

70+87 TO 92+75, LT 7,655.00 0005 01

70+87 TO 92+75, RT 7,655.00 0005 01

ROUNDING


Item 820.0110 Total: 32,000.00

075 836.9901 HORTON FARM ROAD BRIDGE NO. 472 LF

STRUCTURAL CONCRETE CRACK REPAIR

BRIDGE NO. 472

NORTH ABUTMENT 20.00 0011 02

SOUTH ABUTMENT 46.00 0011 02

SOUTHWEST WINGWALL 22.00 0011 02

Item 836.9901 Total: 88.00

of 92




Item No.


Seq. No.

076 901.0101 GUARDRAIL STEEL BEAM SINGLE FACE LF

EARTH AND ASPHALT

I-195

70+56 TO 73+79, LT 320.00 0005 01

80+14 TO 86+42, RT 629.00 0005 01

I-195/RAMP CR-4

70+64 TO 79+88, RT 925.00 0005 01

LANE F

18+82 TO 21+07, RT 223.00 0005 01

25+32 TO 27+64, RT 230.00 0005 01

RAMP CR-5

87+88 TO 89+00, RT 112.00 0005 01

RAMP DR-5/I-195

71+51 TO 90+45, LT 1,892.00 0005 01

RAMP FR-1

125+37 TO 132+88, LT 745.00 0005 01

ROUNDING


Item 901.0101 Total: 5,100.00

077 901.0151 TERMINAL END SECTION SINGLE FACE EACH

STANDARD 34.3.2

I-195

86+43,RT 1.00 0005 01

LANE F

18+80,RT 1.00 0005 01

RAMP CR-4

79+88, RT 1.00 0005 01

RAMP CR-5

89+00, RT 1.00 0005 01

RAMP DR-5

71+51,LT 1.00 0005 01

Item 901.0151 Total: 5.00

of 92




Item No.


Seq. No.

078 901.0190 GUARDRAIL STEEL BEAM ANCHORAGE EACH

APPROACH SECTION STANDARDS 34.3.1

AND 34.3.3

LANE FR-1

132+87,LT 1.00 0005 01

RAMP CR-5

87+88, RT 1.00 0005 01

Item 901.0190 Total: 2.00

079 901.0191 GUARDRAIL STEEL BEAM ANCHORAGE EACH

TRAILING END SECTION STANDARD

34.3.4

I-195

86+43, RT 1.00 0005 01

LANE F

18+80, RT 1.00 0005 01

RAMP CR-4

79+88, RT 1.00 0005 01

RAMP CR-5

89+00, RT 1.00 0005 01

RAMP DR-5

71+51, LT 1.00 0005 01

Item 901.0191 Total: 5.00

080 901.0194 GUARDRAIL CONNECTION TO BARRIER - EACH

APPROACH END SECTION - STD. 34.3.7

I-195

70+64,RT 1.00 0005 01

90+50,LT 1.00 0005 01

LANE F

21+07,RT 1.00 0005 01

Item 901.0194 Total: 3.00

of 92




Item No.


Seq. No.

081 901.0195 GUARDRAIL CONNECTION TO BARRIER - EACH

TRAILING END SECTION - STD. 34.3.8

I-195

70+56,LT 1.00 0005 01

LANE F

25+32, RT 1.00 0005 01

LANE FR-1

125+38,LT 1.00 0005 01

Item 901.0195 Total: 3.00

082 901.9901 GUARDRAIL INSTALLATION AT LF

STRUCTURES STANDARD 34.1.1

I-195

79+89 TO 80+14, RT 25.00 0005 01

RAMP CR-5

87+63 TO 87+88, RT 25.00 0005 01

Item 901.9901 Total: 50.00

083 903.0206 CHAIN LINK FENCE 6' STD 31.2.0 LF

CONTINGENCY


Item 903.0206 Total: 25.00

084 905.0110 PORTLAND CEMENT SIDEWALK CY

MONOLITHIC STANDARD 43.1.0

BROADWAY

0+95 TO 1+75, LT/RT 9.20 0005 01

ROUNDING


WARREN AVE

12+00 TO 16+10, LT/RT 22.10 0005 01

Item 905.0110 Total: 35.00

of 92




Item No.


Seq. No.

085 905.0140 BITUMINOUS SIDEWALK STANDARD 43.2.0 TON

ROUNDING


WARREN AVE

11+19 TO 16+30, LT/RT 12.70 0005 01

Item 905.0140 Total: 15.00

086 906.0110 GRANITE CURB, QUARRY SPLIT LF

STRAIGHT, STANDARD 7.3.0

20% OF 906.0700


BROADWAY

0+94 TO 0+96, RT 2.50 0005 01

1+24 TO 1+28, LT 6.50 0005 01

1+25 TO 1+24, LT 4.70 0005 01

1+25 TO 1+49, LT 23.90 0005 01

1+28 TO 1+50, LT 21.60 0005 01

1+33 TO 1+47, LT 13.20 0005 01

1+40 TO 1+33, LT 8.90 0005 01

1+43 TO 1+40, LT 3.80 0005 01

1+47 TO 1+43, LT 8.40 0005 01

1+49 TO 1+51, LT 4.00 0005 01

1+50 TO 1+51, LT 2.60 0005 01

1+68 TO 1+70, LT 4.20 0005 01

LANE F

21+07 TO 18+80, RT 223.00 0005 01

26+41 TO 25+32, RT 107.00 0005 01

26+41 TO 26+80, RT 39.10 0005 01

LANE FR-1

126+11 TO 125+37, LT 73.00 0005 01

130+70 TO 132+26, RT 155.70 0005 01

130+70 TO 132+35, LT 165.20 0005 01

of 92




Item No.


Seq. No.

086 906.0110 Cont. ROUNDING


WARREN AVE

12+64 TO 12+64, LT 22.80 0005 01

12+65 TO 13+73, LT 9.00 0005 01

12+67 TO 12+67, RT 6.00 0005 01

12+69 TO 12+76, RT 8.70 0005 01

12+79 TO 12+81, RT 2.50 0005 01

12+86 TO 12+91, LT 3.70 0005 01

13+31 TO 14+25, LT 94.50 0005 01

14+80 TO 15+38, LT 57.60 0005 01

15+46 TO 15+46, LT 5.10 0005 01

16+29, 16+35, LT 5.50 0005 01

Item 906.0110 Total: 1,650.00

087 906.0111 GRANITE CURB, QUARRY SPLIT LF

CIRCULAR, STANDARD 7.3.0

BROADWAY

0+96 0+99, RT 3.30 0005 01

0+99 TO 0+96, LT 4.70 0005 01

1+08 TO 1+13, LT 7.00 0005 01

1+25 TO 1+24, LT 4.70 0005 01

1+43 TO 1+40, LT 3.80 0005 01

1+44 TO 1+47, RT 7.30 0005 01

1+49 TO 1+51, LT 4.00 0005 01

1+58 TO 1+60, RT 2.20 0005 01

1+62 TO 1+65, LT 9.60 0005 01

1+76 TO 1+70, LT 6.80 0005 01

ROUNDING


WARREN AVE

11+90 TO 12+02, LT 11.90 0005 01

12+18 TO 12+24, LT 7.10 0005 01

of 92




Item No.


Seq. No.

087 906.0111 Cont. 12+45 TO 12+46, RT 6.30 0005 01

12+63 TO 12+65, LT 5.20 0005 01

15+38 TO 15+44, LT 6.00 0005 01

15+92 TO 16+04, LT 15.20 0005 01

16+19 TO 16+29, LT 10.10 0005 01

Item 906.0111 Total: 120.00

088 906.0116 GRANITE CURB, QUARRY SPLIT 2 FOOT EACH

CORNERS, STANDARD 7.3.4

WARREN AVE

16+35,RT 1.00 0005 01

Item 906.0116 Total: 1.00

089 906.0117 GRANITE CURB - QUARRY SPLIT 3 FOOT EACH

CORNERS

WARREN AVE

12+83,LT 1.00 0005 01

Item 906.0117 Total: 1.00

090 906.0120 GRANITE WHEELCHAIR RAMP CURB EACH

STANDARDS 7.3.3, 43.3.0 AND 43.3.1

BROADWAY

1+05, RT 2.00 0005 01

1+07, LT 2.00 0005 01

1+51, RT 2.00 0005 01

1+65, LT 2.00 0005 01

ROUNDING


WARREN AVE

12+11, LT 2.00 0005 01

12+41, RT 2.00 0005 01

12+67, LT 1.00 0005 01

12+71, RT 2.00 0005 01

of 92




Item No.


Seq. No.

090 906.0120 Cont. 12+77, LT 2.00 0005 01

12+79, RT 1.00 0005 01

12+98, LT 1.00 0005 01

13+24, LT 1.00 0005 01

15+46, LT 2.00 0005 01

16+11, LT 2.00 0005 01

Item 906.0120 Total: 25.00

091 906.0602 BITUMINOUS BERM STANDARD 7.5.1 LF

I-195

104+98 TO 106+54, LT 156.00 0005 01

109+23 TO 109+50, RT 41.00 0005 01

110+37 TO 124+40, LT 1,416.00 0005 01

119+32 TO 124+40, RT 533.00 0005 01

70+56 TO 74+02, LT 357.00 0005 01

70+64 TO 73+04, RT 242.00 0005 01

77+46 TO 87+75, RT 1,050.00 0005 01

79+41 TO 90+50, LT 1,110.00 0005 01

98+48 TO 102+88, LT 450.00 0005 01

LANE E

105+54 TO 109+07, RT 353.00 0005 01

LANE F

6+54 TO 8+12, LT 158.00 0005 01

RAMP CR-4

73+04 TO 75+62, RT 258.00 0005 01

77+46 TO 78+67, LT 122.00 0005 01

RAMP CR-5

87+43 TO 87+75, LT 34.00 0005 01

89+00 TO 93+57, RT 458.00 0005 01

RAMP CR-6

117+10 TO 118+25, RT 112.00 0005 01

118+42 TO 118+77, RT 34.00 0005 01

118+94 TO 119+28, RT 32.00 0005 01

of 92




Item No.


Seq. No.

091 906.0602 Cont. 119+21 TO 119+65, LT 59.00 0005 01

RAMP DR-5

73+02 TO 74+02, RT 100.00 0005 01

RAMP DR-6

98+49 TO 100+35, RT 188.00 0005 01

99+92 TO 100+46, LT 56.00 0005 01

ROUNDING


Item 906.0602 Total: 7,350.00

092 906.0700 REMOVE, HANDLE, HAUL TRIM RESET LF

CURB EDGING, STRAIGHT, CIRCULAR

ALL TYPES

LANE E

109+16 TO 112+00, RT 282.00 0005 01

109+24 TO 112+00, LT 278.00 0005 01

LANE F

26+80 TO 27+75, RT 95.00 0005 01

LANE FR-1

126+11 TO 130+70, LT 456.00 0005 01

RAMP CR-4

75+62 TO 79+88, RT 425.00 0005 01

RAMP CR-5

87+88 TO 89+00, RT 112.00 0005 01

RAMP CR-6

116+93 TO 117+10, RT 16.00 0005 01

118+25 TO 118+42, RT 16.00 0005 01

118+77 TO 118+94, RT 16.00 0005 01

RAMP DR-5/I-195

71+51 TO 79+41, LT 787.00 0005 01

RAMP DR-6

98+48 TO 100+35, RT 187.00 0005 01

Item 906.0700 Total: 2,670.00

of 92




Item No.


Seq. No.

093 906.9901 GRANITE RAMP STONE - STANDARD 7.3.9 EACH

BROADWAY

1+05, RT 1.00 0005 01

1+07, LT 1.00 0005 01

1+51, RT 1.00 0005 01

1+65, LT 1.00 0005 01

ROUNDING


WARREN AVE

12+11, LT 1.00 0005 01

12+41, RT 1.00 0005 01

12+67, LT 1.00 0005 01

12+71, RT 1.00 0005 01

12+77, LT 1.00 0005 01

12+98, LT 1.00 0005 01

13+24, LT 1.00 0005 01

15+46, LT 1.00 0005 01

16+11, LT 1.00 0005 01

Item 906.9901 Total: 15.00

094 907.0100 WATER FOR DUST CONTROL MGAL

BROADWAY

0+95 TO 1+75, LT/RT 0.08 0005 01


PATCH


I-195

110+40 TO 122+45, LT/RT 0.83 0005 01

123+45 TO 134+10, LT/RT 0.83 0005 01

70+87 TO 92+75, LT/RT 1.75 0005 01

98+70 TO 99+70, RT 0.11 0005 01

LANE F

of 92




Item No.


Seq. No.

094 907.0100 Cont. 10+35 TO 10+55, LT/RT 0.06 0005 01

19+85 TO 20+05, LT/RT 0.09 0005 01

20+05 TO 26+60, LT/RT 1.85 0005 01

26+58 TO 27+62, LT/RT 0.14 0005 01

26+60 TO 26+80, LT/RT 0.06 0005 01

LANE FR-1

125+89 TO 126+09, LT/RT 0.04 0005 01

130+70 TO 130+90, LT/RT 0.04 0005 01

130+90 TO 131+95, LT/RT 0.24 0005 01

131+96 TO 132+16, LT/RT 0.05 0005 01

LIGHTING TRENCHES


ROUNDING


WARREN AVE

11+90 TO 16+30, LT/RT 0.06 0005 01

12+00 TO 16+10, LT/RT 0.20 0005 01

Item 907.0100 Total: 10.00

095 909.3010 PRECAST MEDIAN BARRIER LF

DOUBLE-FACED STANDARD 40.1.0

I-195

110+40 TO 121+55 1,115.00 0005 01

124+65 TO 132+10 745.00 0005 01

70+87 TO 92+75 2,188.00 0005 01

ROUNDING


Item 909.3010 Total: 4,050.00

096 909.3021 PRECAST MEDIAN BARRIER LF

SINGLE-FACED STANDARD 40.2.1

I-195

121+65 TO 124+55, LT 290.00 0005 01

of 92




Item No.


Seq. No.

096 909.3021 Cont. 121+65 TO 124+55, RT 290.00 0005 01

132+20 TO 134+10, LT 190.00 0005 01

132+20 TO 134+10, RT 190.00 0005 01

LANE F

19+85 TO 22+15, LT 230.00 0005 01

ROUNDING


Item 909.3021 Total: 1,200.00

097 909.3030 PRECAST MEDIAN BARRIER TRANSITION EACH

STANDARD 40.3.0

I-195

121+55 TO 121+65 1.00 0005 01

124+55 TO 124+65 1.00 0005 01

132+10 TO 132+20 1.00 0005 01

Item 909.3030 Total: 3.00

098 910.9901 RUMBLE STRIP LF

I-195

108+52 TO 118+52, LT 1,000.00 0005 01

108+52 TO 118+52, RT 1,000.00 0005 01

109+25 TO 116+05, RT 679.00 0005 01

110+38 TO 118+52, LT 814.20 0005 01

118+52 TO 128+52, LT 2,000.00 0005 01

118+52 TO 128+52, RT 1,000.00 0005 01

119+28 TO 128+52, RT 924.40 0005 01

128+52 TO 140+26, LT 1,167.60 0005 01

128+52 TO 140+34, RT 1,181.40 0005 01

128+52 TO 140+38, LT 1,187.30 0005 01

128+52 TO 140+46, LT 1,201.20 0005 01

140+26 TO 153+15, RT 1,278.50 0005 01

140+34 TO 153+15, RT 1,278.50 0005 01

140+38 TO 153+15, LT 1,278.50 0005 01

of 92




Item No.


Seq. No.

098 910.9901 Cont. 140+46 TO 153+15, LT 1,278.50 0005 01

153+15 TO 159+20, LT 1,210.00 0005 01

153+15 TO 159+20, RT 1,210.00 0005 01

70+83 TO 74+04, LT 317.90 0005 01

70+87 TO 75+82, LT 495.30 0005 01

70+88 TO 75+82, RT 495.00 0005 01

70+90 TO 73+03, RT 216.70 0005 01

75+82 TO 85+82, LT 1,000.00 0005 01

75+82 TO 85+82, RT 1,000.00 0005 01

77+48 TO 85+83, RT 834.70 0005 01

82+56 TO 85+82, LT 325.50 0005 01

85+82 TO 93+01, LT 424.20 0005 01

85+82 TO 95+82, LT 1,000.00 0005 01

85+82 TO 95+82, RT 1,000.00 0005 01

85+83 TO 87+77, RT 194.00 0005 01

92+90 TO 95+82, RT 292.20 0005 01

95+82 TO 108+52, LT 1,270.00 0005 01

95+82 TO 108+52, RT 1,270.00 0005 01

95+82 TO 108+53, RT 1,273.20 0005 01

98+49 TO 108+52, LT 1,003.80 0005 01

LANE E

108+59 TO 114+28, RT 544.40 0005 01

109+25 TO 114+85, LT 542.90 0005 01

114+28 TO 117+26, RT 318.40 0005 01

114+85 TO 117+73, LT 309.90 0005 01

LANE F

10+37 TO 18+68, RT 826.60 0005 01

18+61 TO 22+49, LT 398.70 0005 01

18+68 TO 21+85, RT 312.60 0005 01

24+63 TO 27+15, RT 249.90 0005 01

25+03 TO 26+19, LT 118.60 0005 01

27+15 TO 129+49 319.00 0005 01

27+63 TO 129+75, LT 298.50 0005 01

of 92




Item No.


Seq. No.

098 910.9901 Cont. 8+50 TO 18+61, LT 1,014.20 0005 01

ROUNDING


Item 910.9901 Total: 37,400.00

099 916.0700 GUARDRAIL ENERGY ABSORBING EACH

TERMINAL IMPACT ATTENUATOR

I-195

73+79, LT 1.00 0005 01

80+14, RT 1.00 0005 01

Item 916.0700 Total: 2.00

100 919.0101 TEST PITS EACH

PROJECT WIDE


Item 919.0101 Total: 10.00

101 922.0100 TEMPORARY CONSTRUCTION SIGNS SF

STANDARD 29.1.0 AND 27.1.1

FROM CONSTRUCTION SIGN SUMMARY

FROM CONSTRUCTION SIGN 2,335.60 0005 01

SUMMARY

ROUNDING


Item 922.0100 Total: 2,340.00

102 923.0105 DRUM BARRICADE STANDARD 26.2.0 BDAY

I-195 CROSSOVER

LANE F RAMP 1A-1D 2,520.00 0005 01

LANE F RAMP 2A-2D 4,260.00 0005 01

RESURFACING TYPICAL 6,000.00 0005 01

STAGE 1A 498.00 0005 01

STAGE 1B 520.00 0005 01

of 92




Item No.


Seq. No.

102 923.0105 Cont. STAGE 1C 570.00 0005 01

STAGE 1D 906.00 0005 01

STAGE 1E 520.00 0005 01

STAGE 1F 171.00 0005 01

STAGE 1H 498.00 0005 01

STAGE 1I 520.00 0005 01

STAGE 2A 498.00 0005 01

STAGE 2B 518.00 0005 01

STAGE 2C 560.00 0005 01

STAGE 2D 906.00 0005 01

STAGE 2E 518.00 0005 01

STAGE 2F 168.00 0005 01

STAGE 2H 498.00 0005 01

STAGE 2I 518.00 0005 01

ROUNDING


Item 923.0105 Total: 22,000.00

103 923.0125 PLASTIC PIPE TYPE III BARRICADE EACH

STANDARD 26.3.1

DETOUR FR-1

DETOUR FOR CROSSOVER 1.00 0005 01

I-195 CROSSOVER

STAGE 1A, 1B, 1D 3.00 0005 01

ROUNDING


Item 923.0125 Total: 5.00

104 923.0200 FLUORESCENT TRAFFIC CONES STANDARD EACH

26.1.0

ENGINEER'S ESTIMATE


Item 923.0200 Total: 350.00

of 92




Item No.


Seq. No.

105 924.0113 ADVANCE WARNING ARROW PANEL PDAY

I-195 CROSSOVER

RESURFACING TYPICAL 60.00 0005 01

STAGE 1A 6.00 0005 01

STAGE 1B 6.00 0005 01

STAGE 1C 10.00 0005 01

STAGE 1D 8.00 0005 01

STAGE 1E 6.00 0005 01

STAGE 1F 3.00 0005 01

STAGE 1H 6.00 0005 01

STAGE 1I 6.00 0005 01

STAGE 2A 6.00 0005 01

STAGE 2B 6.00 0005 01

STAGE 2C 10.00 0005 01

STAGE 2D 8.00 0005 01

STAGE 2E 6.00 0005 01

STAGE 2F 3.00 0005 01

STAGE 2H 6.00 0005 01

STAGE 2I 6.00 0005 01

ROUNDING


Item 924.0113 Total: 170.00

106 925.0112 PORTABLE CHANGEABLE MESSAGE SIGN PDAY

I-195 CROSSOVER

STAGE 1A 4.00 0005 01

STAGE 1B 4.00 0005 01

STAGE 1C 4.00 0005 01

STAGE 1D 6.00 0005 01

STAGE 1E 4.00 0005 01

STAGE 1F 6.00 0005 01

STAGE 1H 4.00 0005 01

of 92




Item No.


Seq. No.

106 925.0112 Cont. STAGE 1I 4.00 0005 01

STAGE 2A 4.00 0005 01

STAGE 2B 4.00 0005 01

STAGE 2C 4.00 0005 01

STAGE 2D 6.00 0005 01

STAGE 2E 4.00 0005 01

STAGE 2F 6.00 0005 01

STAGE 2H 4.00 0005 01

STAGE 2I 4.00 0005 01

ROUNDING


Item 925.0112 Total: 80.00

107 926.0120 ANCHORED PRECAST CONCRETE BARRIER LF

FOR TEMPORARY TRAFFIC CONTROL

BRIDGE NO. 472

PROJECT WIDE 1,854.00 0011 02

Item 926.0120 Total: 1,854.00

108 926.0121 UNANCHORED PRECAST CONCRETE LF

BARRIER FOR TEMPORARY TRAFFIC

CONTROL STANDARD 40.5.0

LANE F

STAGE 2A THRU 2D 385.00 0005 01

ROUNDING


STAGE 1D/2D (MAX FOR STAGE 1/2)

I-195 111+70 TO 133+50, LT 2,370.00 0005 01

I-195 119+30 TO 126+60, LT 815.00 0005 01

Item 926.0121 Total: 3,600.00

109 926.0140 REFLECTIVE DELINEATORS FOR EACH

TEMPORARY CONCRETE BARRIERS

of 92




Item No.


Seq. No.

109 926.0140 Cont. CONTINGENCY


FROM ITEM 926.0140

ASSUME EVERY 50 FT 144.00 0005 01

ROUNDING


Item 926.0140 Total: 220.00

110 926.9901 TEMPORARY IMPACT ATTENUATOR EACH

LANE F RAMP STAGE 1

STAGES 1A-1D 1.00 0005 01

LANE F RAMP STAGE 2

STAGES 2A-2D 1.00 0005 01

Item 926.9901 Total: 2.00

111 926.9902 REMOVE AND RESET TEMPORARY IMPACT EACH

ATTENUATOR

LANE F

RESET STAGE 1A-1D TO 2A-2D 1.00 0005 01

STAGE 1A TO 1B 2.00 0005 01

STAGE 1B TO 1C 2.00 0005 01

STAGE 1C TO 1D 2.00 0005 01

STAGE 1D TO 1E 2.00 0005 01

STAGE 1E TO 1F 2.00 0005 01

STAGE 1F TO 1H 2.00 0005 01

STAGE 1H TO 1I 2.00 0005 01

STAGE 1I TO 2A 2.00 0005 01

STAGE 2A TO 2B 2.00 0005 01

STAGE 2B TO 2C 2.00 0005 01

STAGE 2C TO 2D 2.00 0005 01

STAGE 2D TO 2E 2.00 0005 01

STAGE 2E TO 2F 2.00 0005 01

STAGE 2F TO 2H 2.00 0005 01

of 92




Item No.


Seq. No.

111 926.9902 Cont. STAGE 2H TO 2I 2.00 0005 01

Item 926.9902 Total: 31.00

112 926.9903 RELOCATE PRECAST MEDIAN BARRIER LF

FOR TEMPORARY TRAFFIC CONTROL

2% CONTINGENCY

PROJECT WIDE 1,349.00 0005 01

I-195

MEDIAN TO STAGE 1A 1,900.00 0005 01

MEDIAN TO STAGE 1B 2,008.00 0005 01

MEDIAN TO STAGE 1C 855.00 0005 01

MEDIAN TO STAGE 1D 2,180.00 0005 01

MEDIAN TO STAGE 1E 2,008.00 0005 01

MEDIAN TO STAGE 1F 855.00 0005 01

MEDIAN TO STAGE 1H 1,900.00 0005 01

MEDIAN TO STAGE 1I 2,008.00 0005 01

MEDIAN TO STAGE 2A 1,900.00 0005 01

MEDIAN TO STAGE 2B 2,008.00 0005 01

MEDIAN TO STAGE 2C 855.00 0005 01

MEDIAN TO STAGE 2D 2,180.00 0005 01

MEDIAN TO STAGE 2E 2,008.00 0005 01

MEDIAN TO STAGE 2F 855.00 0005 01

MEDIAN TO STAGE 2H 1,900.00 0005 01

MEDIAN TO STAGE 2I 2,008.00 0005 01

STAGE 1A TO MEDIAN&STORAGE 2,675.00 0005 01

STAGE 1B TO MEDIAN&STORAGE 2,823.00 0005 01

STAGE 1C TO MEDIAN&STORAGE 1,585.00 0005 01

STAGE 1D TO MEDIAN&STORAGE 2,920.00 0005 01

STAGE 1E TO MEDIAN&STORAGE 2,823.00 0005 01

STAGE 1F TO MEDIAN&STORAGE 1,585.00 0005 01

STAGE 1H TO MEDIAN&STORAGE 2,675.00 0005 01

STAGE 1I TO MEDIAN&STORAGE 2,823.00 0005 01

STAGE 2A TO MEDIAN&STORAGE 2,675.00 0005 01

of 92




Item No.


Seq. No.

112 926.9903 Cont. STAGE 2B TO MEDIAN&STORAGE 2,823.00 0005 01

STAGE 2C TO MEDIAN 1,585.00 0005 01

STAGE 2D TO MEDIAN&STORAGE 2,920.00 0005 01

STAGE 2E TO MEDIAN&STORAGE 2,823.00 0005 01

STAGE 2F TO MEDIAN&STORAGE 1,585.00 0005 01

STAGE 2H TO MEDIAN&STORAGE 2,675.00 0005 01

STAGE 2I TO MEDIAN&STORAGE 2,823.00 0005 01

RAMP F

STAGE 1A THRU 1D AND 2A THRU 195.00 0005 01

2D

ROUNDING


Item 926.9903 Total: 68,800.00

113 928.9901 TRUCK MOUNTED ATTENUATOR WITH HRS

TRUCK MOUNTED FLASHING ARROW BOARD

CROSSOVER SET UP/TAKE DOWN


NON-CROSSOVER STAGES


PREP WORK


RESURFACING DOUBLE LANE


RESURFACING SINGLE LANE


ROUNDING


Item 928.9901 Total: 1,900.00

114 929.0110 FIELD OFFICE PMO

PROJECT WIDE


of 92




Item No.


Seq. No.

114 929.0110 Cont. Item 929.0110 Total: 12.00

115 931.0110 CLEANING AND SWEEPING PAVEMENT HSY


PATCH


I-195

110+40 TO 122+45, LT/RT 8.27 0005 01

123+45 TO 134+10, LT/RT 8.33 0005 01

70+87 TO 159+20, LT 560.99 0005 01

70+87 TO 159+20, RT 518.11 0005 01

70+87 TO 92+75, LT/RT 17.52 0005 01

LANE E

105+00 TO 112+00, LT/RT 27.44 0005 01

LANE F

10+35 TO 10+55, LT/RT 0.55 0005 01

10+60 TO 19+85, LT/RT 39.93 0005 01

19+85 TO 20+05, LT/RT 0.92 0005 01

20+05 TO 26+60, LT/RT 18.49 0005 01

26+58 TO 27+62, LT/RT 1.44 0005 01

26+60 TO 26+80, LT/RT 0.58 0005 01

7+18 TO 10+35, LT/RT 9.15 0005 01

LANE FR-1

125+89 TO 126+09, LT/RT 0.39 0005 01

126+09 TO 130+70, LT/RT 10.66 0005 01

130+70 TO 130+90, LT/RT 0.44 0005 01

130+90 TO 131+95, LT/RT 2.39 0005 01

131+96 TO 132+16, LT/RT 0.47 0005 01

132+16 TO 132+31, LT/RT 0.36 0005 01

LIGHTING TRENCHES


RAMP CR-4

73+13 TO 83+00, LT/RT 22.75 0005 01

of 92




Item No.


Seq. No.

115 931.0110 Cont. RAMP CR-5

83+43 TO 92+41, LT/RT 27.72 0005 01

RAMP CR-6

115+50 TO 123+50, LT/RT 37.55 0005 01

RAMP DR-5

70+23 TO 78+13, LT/RT 17.29 0005 01

RAMP DR-6

95+41 TO 100+80, LT/RT 8.04 0005 01

ROUNDING


Item 931.0110 Total: 1,400.00

116 932.0200 FULL-DEPTH SAWCUT OF BITUMINOUS LF

PAVEMENT

I-195

110+40 TO 134+10, LT 2,370.00 0005 01

110+40 TO 134+10, RT 2,370.00 0005 01

151+16, LT/RT 136.00 0005 01

152+51, LT/RT 136.00 0005 01

159+20, LT/RT 115.00 0005 01

70+90 TO 92+75, LT 2,185.00 0005 01

70+90 TO 92+75, RT 2,185.00 0005 01

70+90, LT/RT 125.00 0005 01

70+93, LT/RT 125.00 0005 01

LANE E

109+37, LT/RT 38.00 0005 01

112+00, LT/RT 38.00 0005 01

LANE F

10+42, LT/RT 35.00 0005 01

19+95, LT/RT 42.00 0005 01

26+70, LT/RT 26.00 0005 01

27+75, LT/RT 50.00 0005 01

RAMP CR-4

of 92




Item No.


Seq. No.

116 932.0200 Cont. 77+30, LT/RT 26.00 0005 01

83+00, LT/RT 77.00 0005 01

RAMP CR-4/WARREN AVE

WCRS 241.00 0005 01

RAMP CR-5

83+45, LT/RT 76.00 0005 01

87+20, LT/RT 25.00 0005 01

WCRS 82.00 0005 01

RAMP CR-6

123+46, LT/RT 135.00 0005 01

RAMP DR-5

70+20, LT/RT 121.00 0005 01

73+75, LT/RT 23.00 0005 01

WCRS 184.00 0005 01

RAMP DR-6

101+00, LT/RT 20.00 0005 01

99+79, LT/RT 25.00 0005 01

RAMP FR-1

125+99, LT/RT 17.00 0005 01

130+80, LT/RT 21.00 0005 01

132+05, LT/RT 22.00 0005 01

132+25, LT.RT 24.00 0005 01

ROUNDING


SAWCUT DRAINAGE TRENCHES

PROJECT WIDE 6,900.00 0005 01

WARREN AVE

13+30 TO 15+43 281.00 0005 01

Item 932.0200 Total: 18,300.00

117 932.0230 FULL DEPTH SAWCUT OF PORTLAND LF

CEMENT CONCRETE SIDEWALK/DRIVEWAY

BROADWAY

of 92




Item No.


Seq. No.

117 932.0230 Cont. 0+94, LT 9.00 0005 01

0+94, RT 7.00 0005 01

1+02, RT 7.00 0005 01

1+60, RT 8.00 0005 01

1+76, LT 7.00 0005 01

ROUNDING


WARREN AVE

11+90, LT 7.00 0005 01

12+30, RT 7.00 0005 01

12+71, RT 10.00 0005 01

12+84, RT 9.00 0005 01

13+41, LT 9.00 0005 01

16+36, LT 9.00 0005 01

Item 932.0230 Total: 100.00

118 935.0400 REMOVING BITUMINOUS PAVEMENT BY SY

MICRO MILLING

I-195

70+87 TO 159+20, LT 51,811.70 0005 01

70+87 TO 159+20, RT 56,099.00 0005 01

LANE E

105+00 TO 112+00, LT/RT 2,744.10 0005 01

LANE F

10+35 TO 10+55, LT/RT 27.77 0005 01

10+60 TO 19+85, LT/RT 3,993.50 0005 01

19+85 TO 20+05, LT/RT 46.08 0005 01

26+60 TO 26+80, LT/RT 28.80 0005 01

7+18 TO 10+35, LT/RT 914.60 0005 01

LANE FR-1

125+89 TO 126+09, LT/RT 19.51 0005 01

126+09 TO 130+70, LT/RT 1,066.50 0005 01

130+70 TO 130+90, LT/RT 22.22 0005 01

of 92




Item No.


Seq. No.

118 935.0400 Cont. 131+96 TO 132+16, LT/RT 23.72 0005 01

132+16 TO 132+31, LT/RT 35.90 0005 01

RAMP CR-4

73+13 TO 83+00, LT/RT 2,274.80 0005 01

RAMP CR-5

83+43 TO 92+41, LT/RT 2,772.00 0005 01

RAMP CR-6

115+50 TO 123+50, LT/RT 3,755.20 0005 01

RAMP DR-5

70+23 TO 78+13, LT/RT 1,729.00 0005 01

RAMP DR-6

95+41 TO 100+80, LT/RT 804.50 0005 01

ROUNDING


Item 935.0400 Total: 128,500.00

119 936.0110 MOBILIZATION LS


BRIDGE AND HIGHWAY 1.00 0005 01

MOBILIZATION

Item 936.0110 Total: 1.00

120 937.0200 MAINTENANCE AND MOVEMENT TRAFFIC LS

PROTECTION

PROJECT WIDE


Item 937.0200 Total: 1.00

121 942.0200 DETECTABLE WARNING PANEL STANDARD SF

48.1.0

BROADWAY

1+05, RT 8.00 0005 01

1+07, LT 8.00 0005 01

of 92




Item No.


Seq. No.

121 942.0200 Cont. 1+31, LT 8.00 0005 01

1+48, LT 8.00 0005 01

1+51, RT 8.00 0005 01

1+65, LT 8.00 0005 01

WARREN AVE

12+11, LT 8.00 0005 01

12+41, RT 8.00 0005 01

12+67, LT 8.00 0005 01

12+74, RT 8.00 0005 01

12+77, LT 8.00 0005 01

12+98, LT 8.00 0005 01

13+24, LT 8.00 0005 01

15+46, LT 8.00 0005 01

16+11, LT 8.00 0005 01

Item 942.0200 Total: 120.00

122 943.0200 TRAINEE MAN-HOURS MHRS

FROM RIDOT

FROM RIDOT 4,000.00 0005 01

Item 943.0200 Total: 4,000.00

123 L01.0104 PLANTABLE SOIL 4 INCHES DEEP SY

CONTINGENCY


I-195

98+70 TO 99+70, RT 207.00 0005 01

ROUNDING


Item L01.0104 Total: 260.00

124 L02.0101 GENERAL HIGHWAY SEEDING (TYPE 1) SY

I-195

98+70 TO 99+70, RT 1,034.00 0005 01

of 92




Item No.


Seq. No.

124 L02.0101 Cont. ROUNDING


Item L02.0101 Total: 1,050.00

125 L02.9901 GRASS MOWING EACH

PROJECT WIDE


Item L02.9901 Total: 3.00

126 L11.0102 TREE PLANT PROTECTION DEVICE EACH

STANDARD 51.1.0

I-195

72+62, RT 1.00 0005 01

81+66, RT 1.00 0005 01

ROUNDING


Item L11.0102 Total: 5.00

127 L11.0104 DRIP-LINE TREE PROTECTION DEVICE LF

STANDARD 51.1.1

I-195

103+61 TO 103+97, RT 76.00 0005 01

86+19 TO 93+29, LT 730.00 0005 01

90+81 TO 93+63, RT 275.00 0005 01

LANE F

16+44 TO 75+63, LT 460.00 0005 01

RAMP DR-5

72+16 TO 75+63, LT 355.00 0005 01

ROUNDING


Item L11.0104 Total: 1,900.00

128 T04.7500 SPLICE KIT EACH

of 92




Item No.


Seq. No.

128 T04.7500 Cont. PROJECT WIDE


Item T04.7500 Total: 89.00

129 T04.9901 2 AWG MULTIPLE LIGHTING CABLE LF

I-195

108+50 TO 118+50 8,580.00 0005 01

118+50 TO 128+50 14,400.00 0005 01

71+00 TO 75+85 6,660.00 0005 01

75+85 TO 85+85 7,800.00 0005 01

85+85 TO 95+85 11,973.00 0005 01

95+85 TO 108+50 2,880.00 0005 01

LANE E

114+50 TO 125+00 930.00 0005 01

LANE F/RAMP FR-1

128+00 TO 133+00 2,548.00 0005 01

Item T04.9901 Total: 55,771.00

130 T04.9902 6 AWG MULTIPLE LIGHTING CABLE LF

I-195

108+50 TO 118+50 432.00 0005 01

118+50 TO 128+50 202.00 0005 01

71+00 TO 75+85 436.00 0005 01

75+85 TO 85+85 400.00 0005 01

85+85 TO 95+85 260.00 0005 01

95+85 TO 108+50 336.00 0005 01

LANE E

114+50 TO 125+00 30.00 0005 01

LANE F/RAMP FR-1

128+00 TO 133+00 92.00 0005 01

Item T04.9902 Total: 2,188.00

131 T04.9903 6 AWG GROUND WIRE LF

of 92




Item No.


Seq. No.

131 T04.9903 Cont. I-195

108+50 TO 118+50 3,856.00 0005 01

118+50 TO 128+50 990.00 0005 01

71+00 TO 75+85 2,978.00 0005 01

75+85 TO 85+85 4,765.00 0005 01

85+85 TO 95+85 2,240.00 0005 01

95+85 TO 108+50 2,700.00 0005 01

LANE E

114+50 TO 125+00 310.00 0005 01

LANE F/RAMP FR-1

128+00 TO 133+00 956.00 0005 01

Item T04.9903 Total: 18,795.00

132 T05.0100 PRECAST TYPE A HANDHOLE STANDARD EACH

18.2.0

I-195

108+50 TO 118+50 21.00 0005 01

118+50 TO 128+50 3.00 0005 01

71+00 TO 75+85 7.00 0005 01

75+85 TO 85+85 16.00 0005 01

85+85 TO 95+85 10.00 0005 01

95+85 TO 108+50 16.00 0005 01

LANE E

114+50 TO 125+00 3.00 0005 01

LANE F/RAMP FR-1

128+00 TO 133+00 7.00 0005 01

Item T05.0100 Total: 83.00

133 T05.0300 PRECAST TYPE B HEAVY DUTY HANDHOLE EACH

STANDARD 18.2.2

I-195

108+50 TO 118+50 3.00 0005 01

71+00 TO 75+85 5.00 0005 01

of 92




Item No.


Seq. No.

133 T05.0300 Cont. 75+85 TO 85+85 3.00 0005 01

85+85 TO 95+85 4.00 0005 01

95+85 TO 108+50 3.00 0005 01

Item T05.0300 Total: 18.00

134 T05.0320 PULL BOX ON STRUCTURE TYPE V EACH

STANDARD 18.6.3

I-195

118+50 TO 128+50 4.00 0005 01

Item T05.0320 Total: 4.00

135 T06.1020 2 IN. RIGID STEEL CONDUIT - LF

UNDERGROUND

I-195


ROUNDING


Item T06.1020 Total: 300.00

136 T06.1030 3 IN. RIGID STEEL LF

CONDUIT-UNDERGROUND

I-195


Item T06.1030 Total: 380.00

137 T06.4030 3 IN. RIGID STEEL CONDUIT IN LF

STRUCTURE

I-195

PROJECT WIDE 1,260.00 0005 01

Item T06.4030 Total: 1,260.00

138 T06.5130 3 INCH SCHEDULE 40 POLYVINYL LF

CHLORIDE PLASTIC CONDUIT -

of 92




Item No.


Seq. No.

138 T06.5130 Cont. UNDERGROUND

I-195

PROJECT WIDE 18,695.00 0005 01

ROUNDING


Item T06.5130 Total: 18,700.00



UNDERGROUND

I-195

PROJECT WIDE 8,110.00 0005 01

ROUNDING


Item T06.5140 Total: 8,200.00



UNDERGROUND

I-195

PROJECT WIDE 1,070.00 0005 01

ROUNDING


Item T06.5230 Total: 1,100.00



UNDERGROUND

I-195


ROUNDING


Item T06.5240 Total: 950.00

of 92




Item No.


Seq. No.

142 T07.1250 FURNISH AND INSTALL 250 WATT HIGH EACH

PRESSURE SODIUM LUMINAIRE

I-195

71+38, RT 1.00 0005 01

LANE E

111+09, RT 1.00 0005 01

112+00, RT 1.00 0005 01

113+20, RT 1.00 0005 01

114+53, RT 1.00 0005 01

116+00, RT 1.00 0005 01

LANE F

10+95, LT 1.00 0005 01

12+13, LT 1.00 0005 01

13+35, LT 1.00 0005 01

14+48, LT 1.00 0005 01

15+74, LT 1.00 0005 01

16+99, LT 1.00 0005 01

18+18, LT 1.00 0005 01

19+20, LT 1.00 0005 01

20+38, LT 1.00 0005 01

21+59, LT 1.00 0005 01

23+15, LT 1.00 0005 01

24+78, LT 1.00 0005 01

28+08, LT 1.00 0005 01

29+78, LT 1.00 0005 01

LANE FR-1

133+03, LT 1.00 0005 01

RAMP CR-4

78+10, RT 1.00 0005 01

79+31, RT 1.00 0005 01

80+52, RT 1.00 0005 01

81+74, RT 1.00 0005 01

of 92




Item No.


Seq. No.

142 T07.1250 Cont. 82+76, RT 1.00 0005 01

RAMP CR-5

83+83, RT 1.00 0005 01

85+19, RT 1.00 0005 01

86+95, RT 1.00 0005 01

RAMP DR-5

70+84, RT 1.00 0005 01

72+20, RT 1.00 0005 01

73+64, RT 1.00 0005 01

RAMP DR-6

100+34, LT 1.00 0005 01

99+04, LT 1.00 0005 01

Item T07.1250 Total: 34.00

143 T07.1400 FURNISH AND INSTALL 400 WATT HIGH EACH

PRESSURE SODIUM LUMINAIRE

I-195

102+09, RT 1.00 0005 01

102+14, LT 1.00 0005 01

104+26, LT 1.00 0005 01

104+28, RT 1.00 0005 01

106+36, LT 1.00 0005 01

110+78, RT 1.00 0005 01

110+80, LT 1.00 0005 01

112+96, LT 1.00 0005 01

115+19, LT 1.00 0005 01

117+46, LT 1.00 0005 01

71+74, LT 1.00 0005 01

73+50, LT 1.00 0005 01

77+86, RT 1.00 0005 01

80+04, RT 1.00 0005 01

80+08, LT 1.00 0005 01

82+26, LT 1.00 0005 01

of 92




Item No.


Seq. No.

143 T07.1400 Cont. 82+26, RT 1.00 0005 01

84+32, RT 1.00 0005 01

84+48, LT 1.00 0005 01

86+65, LT 1.00 0005 01

86+69, RT 1.00 0005 01

88+70, LT 1.00 0005 01

91+05, LT 1.00 0005 01

93+15, LT 1.00 0005 01

97+65, RT 1.00 0005 01

99+74, LT 1.00 0005 01

99+97, RT 1.00 0005 01

LANE E

106+28, RT 1.00 0005 01

108+66, RT 1.00 0005 01

LANE F

8+56, LT 1.00 0005 01

LANE FR-1

125+73, LT 1.00 0005 01

126+92, LT 1.00 0005 01

128+11, LT 1.00 0005 01

129+35, LT 1.00 0005 01

130+48, LT 1.00 0005 01

131+64, LT 1.00 0005 01

RAMP CR-4

73+62, RT 1.00 0005 01

75+65, RT 1.00 0005 01

RAMP CR-5

88+76, RT 1.00 0005 01

90+98, RT 1.00 0005 01

93+15, RT 1.00 0005 01

95+47, RT 1.00 0005 01

RAMP CR-6

113+02, RT 1.00 0005 01

of 92




Item No.


Seq. No.

143 T07.1400 Cont. RAMP DR-5

75+75, LT 1.00 0005 01

77+95, LT 1.00 0005 01

RAMP DR-6

95+45, LT 1.00 0005 01

97+78, LT 1.00 0005 01

Item T07.1400 Total: 47.00

144 T08.0100 LIGHT STANDARD FOUNDATION WITH EACH

ANCHOR BOLTS STANDARD 18.1.0

I-195

102+09, RT 1.00 0005 01

102+14, LT 1.00 0005 01

104+26, LT 1.00 0005 01

104+28, RT 1.00 0005 01

106+36, LT 1.00 0005 01

110+78, RT 1.00 0005 01

110+80, LT 1.00 0005 01

112+96, LT 1.00 0005 01

115+19, LT 1.00 0005 01

117+46, LT 1.00 0005 01

71+38, RT 1.00 0005 01

71+74, LT 1.00 0005 01

73+50, LT 1.00 0005 01

77+86, RT 1.00 0005 01

80+04, RT 1.00 0005 01

80+08, LT 1.00 0005 01

82+26, LT 1.00 0005 01

82+26, RT 1.00 0005 01

84+34, RT 1.00 0005 01

84+48, LT 1.00 0005 01

86+65, LT 1.00 0005 01

86+69, RT 1.00 0005 01

of 92




Item No.


Seq. No.

144 T08.0100 Cont. 88+70, LT 1.00 0005 01

91+05, LT 1.00 0005 01

93+15, LT 1.00 0005 01

97+65, RT 1.00 0005 01

99+74, LT 1.00 0005 01

99+97, RT 1.00 0005 01

LANE E

106+28, RT 1.00 0005 01

108+66, RT 1.00 0005 01

111+09, RT 1.00 0005 01

112+00, RT 1.00 0005 01

113+20, RT 1.00 0005 01

114+53, RT 1.00 0005 01

116+00, RT 1.00 0005 01

LANE F

10+95, LT 1.00 0005 01

12+13, LT 1.00 0005 01

13+35, LT 1.00 0005 01

14+48, LT 1.00 0005 01

15+74, LT 1.00 0005 01

16+99, LT 1.00 0005 01

18+18, LT 1.00 0005 01

19+20, LT 1.00 0005 01

20+38, LT 1.00 0005 01

21+59, LT 1.00 0005 01

23+15, LT 1.00 0005 01

24+78, LT 1.00 0005 01

28+08, LT 1.00 0005 01

29+78, LT 1.00 0005 01

8+56, LT 1.00 0005 01

LANE FR-1

125+73, LT 1.00 0005 01

126+92, LT 1.00 0005 01

of 92




Item No.


Seq. No.

144 T08.0100 Cont. 128+11, LT 1.00 0005 01

129+35, LT 1.00 0005 01

130+48, LT 1.00 0005 01

131+64, LT 1.00 0005 01

133+03, LT 1.00 0005 01

RAMP CR-4

73+62, RT 1.00 0005 01

75+65, RT 1.00 0005 01

76+89, RT 1.00 0005 01

78+10, RT 1.00 0005 01

79+31, RT 1.00 0005 01

80+52, RT 1.00 0005 01

81+74, RT 1.00 0005 01

82+76, RT 1.00 0005 01

RAMP CR-5

83+83, RT 1.00 0005 01

85+19, RT 1.00 0005 01

86+95, RT 1.00 0005 01

88+76, RT 1.00 0005 01

90+98, RT 1.00 0005 01

93+15, RT 1.00 0005 01

95+47, RT 1.00 0005 01

RAMP CR-6

113+02, RT 1.00 0005 01

RAMP DR-5

70+84, RT 1.00 0005 01

72+20, RT 1.00 0005 01

73+64, RT 1.00 0005 01

75+75, LT 1.00 0005 01

77+95, LT 1.00 0005 01

RAMP DR-6

100+34, LT 1.00 0005 01

95+45, LT 1.00 0005 01

of 92




Item No.


Seq. No.

144 T08.0100 Cont. 97+78, LT 1.00 0005 01

99+04, LT 1.00 0005 01

Item T08.0100 Total: 82.00

145 T08.2031 ALUMINUM LIGHTING STD. 30 FT. W/ EACH

SINGLE DAVIT ARM EXTN. 10 FT.

STANDARD 18.3.0

I-195

71+38, RT 1.00 0005 01

LANE E

111+09, RT 1.00 0005 01

112+00, RT 1.00 0005 01

113+20, RT 1.00 0005 01

114+53, RT 1.00 0005 01

116+00, RT 1.00 0005 01

LANE F

10+95, LT 1.00 0005 01

12+13, LT 1.00 0005 01

13+35, LT 1.00 0005 01

14+48, LT 1.00 0005 01

15+74, LT 1.00 0005 01

16+99, LT 1.00 0005 01

18+18, LT 1.00 0005 01

19+20, LT 1.00 0005 01

20+38, LT 1.00 0005 01

21+59, LT 1.00 0005 01

23+15, LT 1.00 0005 01

24+78, LT 1.00 0005 01

28+08, LT 1.00 0005 01

29+78, LT 1.00 0005 01

LANE FR-1

133+03, LT 1.00 0005 01

RAMP CR-4

of 92




Item No.


Seq. No.

145 T08.2031 Cont. 78+10, RT 1.00 0005 01

79+31, RT 1.00 0005 01

80+52, RT 1.00 0005 01

81+74, RT 1.00 0005 01

82+76, RT 1.00 0005 01

RAMP CR-5

83+83, RT 1.00 0005 01

85+19, RT 1.00 0005 01

86+95, RT 1.00 0005 01

RAMP DR-5

70+84, RT 1.00 0005 01

72+20, RT 1.00 0005 01

73+64, RT 1.00 0005 01

RAMP DR-6

100+34, LT 1.00 0005 01

99+04, LT 1.00 0005 01

Item T08.2031 Total: 34.00

146 T08.2041 ALUMINUM LIGHTING STD. 40 FT. W/ EACH

SINGLE DAVIT ARM EXTN. 10 FT.

STANDARD 18.3.0

I-195

102+09, RT 1.00 0005 01

102+14, LT 1.00 0005 01

104+26, LT 1.00 0005 01

104+28, RT 1.00 0005 01

106+36, LT 1.00 0005 01

110+78, RT 1.00 0005 01

110+80, LT 1.00 0005 01

112+96, LT 1.00 0005 01

115+19, LT 1.00 0005 01

117+46, LT 1.00 0005 01

71+74, LT 1.00 0005 01

of 92




Item No.


Seq. No.

146 T08.2041 Cont. 73+50, LT 1.00 0005 01

77+86, RT 1.00 0005 01

80+04, RT 1.00 0005 01

80+08, LT 1.00 0005 01

82+26, LT 1.00 0005 01

82+26, RT 1.00 0005 01

84+32, RT 1.00 0005 01

84+48, LT 1.00 0005 01

86+65, LT 1.00 0005 01

86+69, RT 1.00 0005 01

88+70, LT 1.00 0005 01

91+05, LT 1.00 0005 01

93+15, LT 1.00 0005 01

97+65, RT 1.00 0005 01

99+74, LT 1.00 0005 01

99+97, RT 1.00 0005 01

LANE E

106+28, RT 1.00 0005 01

108+66, RT 1.00 0005 01

LANE F

8+56, LT 1.00 0005 01

LANE FR-1

125+73, LT 1.00 0005 01

126+92, LT 1.00 0005 01

128+11, LT 1.00 0005 01

129+35, LT 1.00 0005 01

130+48, LT 1.00 0005 01

131+64, LT 1.00 0005 01

RAMP CR-4

73+62, RT 1.00 0005 01

75+65, RT 1.00 0005 01

RAMP CR-5

88+76, RT 1.00 0005 01

of 92




Item No.


Seq. No.

146 T08.2041 Cont. 90+98, RT 1.00 0005 01

93+15, RT 1.00 0005 01

95+47, RT 1.00 0005 01

RAMP CR-6

113+02, RT 1.00 0005 01

RAMP DR-5

75+75, LT 1.00 0005 01

77+95, LT 1.00 0005 01

RAMP DR-6

95+45, LT 1.00 0005 01

97+78, LT 1.00 0005 01

Item T08.2041 Total: 47.00

147 T09.1000 SERVICE PEDESTAL STANDARD 18.4.0 EACH

I-195

104+75, LT 1.00 0005 01

72+25, RT 1.00 0005 01


148 T12.9901 MOBILE CAMERA SURVEILLANCE SYSTEM EACH

PROJECT WIDE



149 T15.0100 DIRECTIONAL REGULATORY AND WARNING SF

SIGNS

FROM TRAFFIC SIGN SUMMARY

FROM TRAFFIC SIGN SUMMARY 708.80 0005 01

ROUNDING


Item T15.0100 Total: 710.00

150 T15.0200 REMOVE AND RELOCATE DIRECTIONAL EACH

of 92




Item No.


Seq. No.

150 T15.0200 Cont. REGULATORY AND WARNING SIGN

I-195

118+90 1.00 0005 01

132+00 1.00 0005 01


151 T15.2000 PARKING SIGNS SF

FROM TRAFFIC SIGN SUMMARY

FROM TRAFFIC SIGN SUMMARY 7.50 0005 01

ROUNDING



152 T16.0100 GROUND MOUNTED PRIMARY DIRECTIONAL SF

SIGN PANELS EXTRUDED ALUMINUM

FROM SIGN PANEL DETAILS

FROM SIGN PANEL DETAILS 683.00 0005 01

ROUNDING


Item T16.0100 Total: 700.00

153 T16.0300 GROUND MOUNTED PRIMARY DIRECTIONAL EACH

SIGN POST-STEEL BREAKAWAY


D6-1 3.00 0005 01

D6-2 3.00 0005 01

D6-3 3.00 0005 01

G-1 3.00 0005 01

G-2 3.00 0005 01

G-3 3.00 0005 01

G-4 3.00 0005 01

SP-1 1.00 0005 01

Item T16.0300 Total: 22.00

of 92




Item No.


Seq. No.

154 T17.0100 OVERHEAD SIGN PANELS SF


OD-3A 144.00 0005 01

OD-3A (EXIT PANEL) 23.80 0005 01

ROUNDING


Item T17.0100 Total: 170.00

155 T17.0203 OVERHEAD SIGN STRUCTURE 26-30 FOOT EACH

CANTILEVER - STEEL

I-195

104+88 1.00 0005 01


156 T20.0006 6 INCH WHITE FAST - DRYING LF

WATERBORNE PAVEMENT MARKING PAINT

CONTINGENCY

PROJECT WIDE 25,664.00 0005 01

I-195

STAGE 1A, 1B, 1D, 1E, 1H, 156,432.00 0005 01

1I, 2A, 2B, 2D, 2E, 2H, 2I

STAGE 1C, 1F, 2C, 2F 28,328.00 0005 01

LANE F

STAGE 1 2,081.00 0005 01

STAGE 2 800.00 0005 01

RESURFACING

PROJECT WIDE 69,000.00 0005 01

ROUNDING


Item T20.0006 Total: 282,400.00


of 92




Item No.


Seq. No.

157 T20.0008 Cont. WATERBORNE PAVEMENT MARKING PAINT

RESURFACING


Item T20.0008 Total: 250.00



LANE F

STAGE 1A-1D 20.00 0005 01

STAGE 1D 91+10 18.00 0005 01

STAGE 2A-2D 16.00 0005 01

STAGE 2D 91+10 18.00 0005 01

RESURFACING

PROJECT WIDE 18,200.00 0005 01

ROUNDING


Item T20.0012 Total: 18,280.00

159 T20.0106 6 INCH YELLOW FAST - DRYING LF


CONTINGENCY

PROJECT WIDE 16,198.00 0005 01

I-195

STAGE 1A, 1B, 1D, 1E, 1H, 108,024.00 0005 01

1I, 2A, 2B, 2D, 2E, 2H, 2I

STAGE 1C, 1F, 2C, 2F 4,800.00 0005 01

LANE F

STAGE 1 1,259.00 0005 01

STAGE 2 1,700.00 0005 01

RESURFACING

PROJECT WIDE 46,200.00 0005 01

ROUNDING


of 92




Item No.


Seq. No.

159 T20.0106 Cont. Item T20.0106 Total: 178,190.00

160 T20.0820 FAST DRYING WATERBONE PAVEMENT EACH

ARROW - STRAIGHT, LEFT, RIGHT, OR

COMBINED STANDARD 20.1.0

RESURFACING


Item T20.0820 Total: 20.00

161 T20.0822 FAST DRYING WATERBONE PAVEMENT EACH

MARKING WORD "ONLY" STANDARD 20.1.0

RESURFACING


Item T20.0822 Total: 16.00

162 T20.1000 REMOVE EXISTING PAVEMENT MARKINGS LF

CONTINGENCY

PROJECT WIDE 37,825.00 0005 01

I-195 CROSSOVER

FROM ITEM T20.0006 1C... 28,328.00 0005 01

FROM ITEM T20.0006 STAGE 156,432.00 0005 01

1A...

FROM ITEM T20.0106 1C... 19,200.00 0005 01

FROM ITEM T20.0106 STAGE 108,024.00 0005 01

1A...

STAGE 1A, 1B, 1D, 1E, 1H, 48,336.00 0005 01

1I, 2A, 2B, 2D, 2E, 2H, 2I

STAGE 1C, 1F, 2C, 2F 14,160.00 0005 01

RAMP F

FROM ITEM T20.0006 LANE F 2,081.00 0005 01

FROM ITEM T20.0106 LANE F 1,259.00 0005 01

STAGE 1A THROUGH 1D RAMP F 150.00 0005 01

STAGE 1A-1D GORE AT MERGE 275.00 0005 01

of 92




Item No.


Seq. No.

162 T20.1000 Cont. ROUNDING


Item T20.1000 Total: 416,100.00

163 T20.2006 6 INCH EPOXY RESIN PAVEMENT LF

MARKINGS WHITE

FROM SIGNAGE AND STRIPING PLAN

PROJECT WIDE 34,479.00 0005 01

ROUNDING


Item T20.2006 Total: 34,500.00


MARKINGS WHITE

RAMP CR-6

WARREN GORE 110.50 0005 01

RAMP DR-5

BROADWAY GORE 11.60 0005 01

ROUNDING

PROJECTWIDE 2.90 0005 01

Item T20.2008 Total: 125.00


MARKINGS WHITE


PROJECT WIDE 9,015.00 0005 01

ROUNDING


Item T20.2012 Total: 9,100.00


MARKINGS YELLOW


of 92




Item No.


Seq. No.

166 T20.2016 Cont. PROJECT WIDE 23,087.00 0005 01

ROUNDING


Item T20.2016 Total: 23,100.00

167 T20.2020 EPOXY RESIN PAVEMENT ARROW - EACH

STRAIGHT, LEFT, RIGHT, OR COMBINED

STANDARD 20.1.0

I-195

122+50, LT 2.00 0005 01

122+50, RT 1.00 0005 01

123+50, LT 2.00 0005 01

123+50, RT 1.00 0005 01

71+32, LT 1.00 0005 01

71+32, RT 1.00 0005 01

82+65, LT 1.00 0005 01

82+65, STRAIGHT/RT 1.00 0005 01

Item T20.2020 Total: 10.00

168 T20.2022 EPOXY RESIN PAVEMENT MARKING WORD EACH

"ONLY" STANDARD 20.1.0

I-195

102+55, RT 1.00 0005 01

122+75 2.00 0005 01

122+75 RT 1.00 0005 01

71+68, LT 1.00 0005 01

71+68, RT 1.00 0005 01

82+40, LT 1.00 0005 01

99+80, RT 1.00 0005 01


169 T20.2054 EPOXY RESIN PAVEMENT MARKING WORD EACH

"EXIT"

of 92




Item No.


Seq. No.

169 T20.2054 Cont. I-195

101+75, RT 1.00 0005 01

99+00, RT 1.00 0005 01


distribution of quantities - aetna bridge

Documents