609286_Calc Book_1-28-2022SECTION PAGE
CONSTRUCTION COST ESTIMATE 1-3
EARTHWORK QUANTITY SHEETS 4-7
SUMMARY SHEETS A-E 8-13
ITEMIZED CALCULATIONS
Item 101.CLEARING AND GRUBBING 14
Item 102.1 TREE TRIMMING 15
Item 102.511 TREE PROTECTION – ARMORING & PRUNING 16
Item 102.521 TREE AND PLANT PROTECTION FENCE 17
Item 102.55 ARBORIST 18
Item 103.TREE REMOVED - DIAMETER UNDER 24 INCHES 19
Item 104.TREE REMOVED - DIAMETER 24 INCHES AND OVER 20
Item 105.STUMP REMOVED 21
Item 120.EARTH EXCAVATION 22
Item 121.CLASS A ROCK EXCAVATION 23
Item 141.1 TEST PIT FOR EXPLORATION 24
Item 142.CLASS B TRENCH EXCAVATION 25
Item 144.CLASS B ROCK EXCAVATION 26
Item 145.DRAINAGE STRUCTURE ABANDONED 27
Item 146.DRAINAGE STRUCTURE REMOVED 28
Item 151.GRAVEL BORROW 29
Item 151.01 GRAVEL BORROW - TYPE C 30
Item 151.2 GRAVEL BORROW FOR BACKFILLING STRUCTURES AND PIPES 31
Item 153.CONTROLLED DENSITY FILL - EXCAVATABLE 32
Item 154.SAND BORROW 33
Item 156.CRUSHED STONE 34
Item 170.FINE GRADING AND COMPACTING - SUBGRADE AREA 35-36
Item 201.CATCH BASIN 37
Item 202.MANHOLE 38
Item 204.GUTTER INLET 39
Item 210.SANITARY SEWER MANHOLE 40
Item 220.DRAINAGE STRUCTURE ADJUSTED 41
Item 220.2 DRAINAGE STRUCTURE REBUILT 42
Item 220.3 DRAINAGE STRUCTURE CHANGE IN TYPE 43
Item 220.5 DRAINAGE STRUCTURE REMODELED 44
Item 220.7 SANITARY STRUCTURE ADJUSTED 45
Item 222.31 FRAME AND GRATE MUNICIPAL STANDARD 46
Item 222.32 FRAME AND COVER MUNICIPAL STANDARD 47
Item 223.1 FRAME AND GRATE (OR COVER) REMOVED AND STACKED 48
Item 224.12 12 INCH HOOD 49
Item 227.3 REMOVAL OF DRAINAGE STRUCTURE SEDIMENT 50
Item 227.31 REMOVAL OF DRAINAGE PIPE SEDIMENT 51
Item 227.4 MASONRY PLUG 52
Item 238.04 4 INCH DUCTILE IRON PIPE - WATER 53-54
Item 238.06 6 INCH DUCTILE IRON PIPE - WATER 55
Item 238.08 8 INCH DUCTILE IRON PIPE - WATER 56
Item 238.10 10 INCH DUCTILE IRON PIPE - WATER 57
Item 238.12 12 INCH DUCTILE IRON PIPE - WATER 58
Item 238.12 12 INCH DUCTILE IRON PIPE - DRAINAGE 59
Item 238.16 16 INCH DUCTILE IRON PIPE - WATER 60
Item 238.18 18 INCH DUCTILE IRON PIPE - DRAINAGE 61
Item 241.12 12 INCH REINFORCED CONCRETE PIPE 62
Item 241.15 15 INCH REINFORCED CONCRETE PIPE 63
Item 241.18 18 INCH REINFORCED CONCRETE PIPE 64
ESTIMATE QUANTITY CALCULATION BOOK INDEX
SECTION PAGE
ESTIMATE QUANTITY CALCULATION BOOK INDEX
Item 241.24 24 INCH REINFORCED CONCRETE PIPE 65
Item 241.36 36 INCH REINFORCED CONCRETE PIPE 66
Item 250.06 6 INCH POLYVINYL CHLORIDE SANITARY SEWER PIPE 67
Item 250.08 8 INCH POLYVINYL CHLORIDE SANITARY SEWER PIPE 68
Item 250.12 12 INCH POLYVINYLCHLORIDE SANITARY SEWER PIPE 69
Item 271.12 12 INCH AND UNDER PIPE REMOVED AND STACKED 70
Item 271.18 18 INCH PIPE REMOVED AND STACKED 71
Item 271.36 36 INCH PIPE REMOVED AND STACKED 72
Item 291.1 STORMWATER LANDSCAPE AREAS 73
Item 309.DUCTILE IRON FITTINGS FOR WATER PIPE 74
Item 347.1 1 INCH COPPER TUBING TYPE K 75
Item 350.06 6 INCH GATE AND GATE BOX 76
Item 350.08 8 INCH GATE AND GATE BOX 77
Item 350.12 12 INCH GATE AND GATE BOX 78
Item 350.16 16 INCH GATE AND GATE BOX 79
Item 358.GATE BOX ADJUSTED 80
Item 363.1 1 INCH CORPORATION COCK 81
Item 376.HYDRANT 82
Item 384.CURB STOP 83
Item 390.TEMPORARY WATER BY-PASS SYSTEM 84
Item 402.DENSE GRADED CRUSHED STONE FOR SUB-BASE 85
Item 415.2 PAVEMENT FINE MILLING 86
Item 431.HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE 87
Item 440.CALCIUM CHLORIDE FOR ROADWAY DUST CONTROL 88
Item 443.WATER FOR ROADWAY DUST CONTROL 89
Item 450.22 SUPERPAVE SURFACE COURSE – 9.5 (SSC – 9.5)90
Item 450.23 SUPERPAVE SURFACE COURSE - 12.5 (SSC - 12.5)91
Item 450.31 SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC -12.5)92
Item 450.32 SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC - 19.0)93
Item 450.42 SUPERPAVE BASE COURSE - 37.5 (SBC - 37.5)94
Item 451.HMA FOR PATCHING 95
Item 452.ASPHALT EMULSION FOR TACK COAT 96
Item 453.HMA JOINT SEALANT 97
Item 472.TEMPORARY ASPHALT PATCHING 98
Item 482.3 SAWCUTTING ASPHALT PAVEMENT 99
Item 504.GRANITE CURB TYPE VA4 - STRAIGHT 100
Item 504.1 GRANITE CURB TYPE VA4 - CURVED 101
Item 509.GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS - STRAIGHT 102
Item 509.1 GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS - CURVED 103
Item 516.GRANITE CURB CORNER TYPE A 104
Item 594.CURB REMOVED AND DISCARDED 105
Item 697.1 SILT SACK 106
Item 701.CEMENT CONCRETE SIDEWALK 107
Item 701.1 CEMENT CONCRETE SIDEWALK AT DRIVEWAYS 108
Item 701.2 CEMENT CONCRETE PEDESTRIAN CURB RAMP 109
Item 702.HOT MIX ASPHALT SIDEWALK OR DRIVEWAY 110
Item 706.7 CONCRETE UNIT PAVER 111
Item 706.8 PERMEABLE PAVER 112
Item 706.9 COBBLE PAVER 113
Item 707.1 PARK BENCH 114
Item 707.19 GRANITE BENCH 115
Item 707.2 TRASH RECEPTACLE 116
Item 707.9 BICYCLE RACK 117
SECTION PAGE
ESTIMATE QUANTITY CALCULATION BOOK INDEX
Item 740 ENGINEERS FIELD OFFICE AND EQUIPMENT (TYPE A)118
Item 745 PEDESTRIAN BUS SHELTER 119
Item 745.2 PEDESTRIAN BUS SHELTER REMOVED AND STACKED 120
Item 748.MOBILIZATION 121
Item 751.LOAM BORROW 122
Item 751.7 COMPOST BLANKET 123
Item 751.8 STRUCTURAL SOIL 124
Item 756.NPDES STORMWATER POLLUTION PREVENTION PLAN 125
Item 765.SEEDING 126
Item 767.7 FLEXIPAVE 127
Item 784 CANOPY TREE - 2.5-3 INCH CALIPER 128
Item 796.8 PERENNIAL 129
Item 811.36 ELECTRIC MANHOLE ADJUSTED 130
Item 811.37 ELECTRIC HANDHOLE ADJUSTED 131
Item 816.01 TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 1 132
Item 816.02 TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 2 133
Item 816.03 TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 3 134
Item 816.04 TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 4 135
Item 820.14 ROADWAY LIGHTING 136
Item 820.15 PEDESTRIAN LIGHTING 137
Item 823.71 HIGHWAY LIGHTING POLE AND LUMINAIRE REMOVED AND STACKED 138
Item 823.72 REMOVE CONCRETE FOUNDATION FOR ROADWAY LIGHTING 139
Item 832.WARNING-REGULATORY AND ROUTE MARKER - ALUMINUM PANEL (TYPE A)140
Item 847.1 SIGN SUP (N/GUIDE)+RTE MKR W/1 BRKWAY POST ASSEMBLY - STEEL 141
Item 850.41 ROADWAY FLAGGER 142
Item 852.SAFETY SIGNING FOR TRAFFIC MANAGEMENT 143
Item 852.11 TEMPORARY PEDESTRIAN BARRICADE 144
Item 852.12 TEMPORARY PEDESTRAIN RAMP 145
Item 856.ARROW BOARD 146
Item 856.12 PORTABLE CHANGEABLE MESSAGE SIGN 147
Item 859. REFLECTORIZED DRUM 148
Item 864.04 PAVEMENT ARROWS AND LEGENDS REFLECTORIZED WHITE (THERMOPLASTIC)149
Item 864.1 GREEN FRICTION SURFACE (THERMOPLASTIC)150
Item 864.15 RED FRICTION SURFACE (THERMOPLASTIC)151
Item 864.2 RAINBOW FRICTION SURFACE (THERMOPLASTIC)152
Item 866.106 6 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)153
Item 866.112 12 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)154
Item 866.124 24 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)155
Item 867.106 6 INCH REFLECTORIZED YELLOW LINE (THERMOPLASTIC)156
Item 874.2 TRAFFIC SIGN REMOVED AND RESET 157
Item 877.1 SIGN POST REMOVED AND DISCARDED 158
1/28/2022 MASSDOT PROJECT NO.:
25%PROJECT DESCRIPTION:
CALC BOOK NUMBER XXXXXX
CK PROJECT LOCATION:
SY
ITEM QTY UNIT DESCRIPTION UNIT PRICE PARTICIPATING
NON-
PARTICIPATING
101. 1 A CLEARING AND GRUBBING $5,000.00 $5,000.00
102.1 100 FT TREE TRIMMING $30.00 $3,000.00
* 102.511 20 EA TREE PROTECTION – ARMORING & PRUNING $350.00 $7,000.00
102.521 310 FT TREE AND PLANT PROTECTION FENCE $15.00 $4,650.00
102.55 64 HR ARBORIST $300.00 $19,200.00
103. 30 EA TREE REMOVED - DIAMETER UNDER 24 INCHES $1,800.00 $54,000.00
104. 5 EA TREE REMOVED - DIAMETER 24 INCHES AND OVER $4,500.00 $22,500.00
105. 38 EA STUMP REMOVED $750.00 $28,500.00
120. 10400 CY EARTH EXCAVATION $34.00 $353,600.00
121. 40 CY CLASS A ROCK EXCAVATION $75.00 $3,000.00
141.1 400 CY TEST PIT FOR EXPLORATION $110.00 $44,000.00
142. 700 CY CLASS B TRENCH EXCAVATION $36.00 $25,200.00
144. 33 CY CLASS B ROCK EXCAVATION $156.00 $5,148.00
145. 26 EA DRAINAGE STRUCTURE ABANDONED $700.00 $18,200.00
146. 10 EA DRAINAGE STRUCTURE REMOVED $750.00 $7,500.00
151. 5250 CY GRAVEL BORROW $40.00 $210,000.00
151.01 720 CY GRAVEL BORROW - TYPE C $31.00 $22,320.00
151.2 2000 CY GRAVEL BORROW FOR BACKFILLING STRUCTURES AND PIPES $50.00 $100,000.00
* 153. 1600 CY CONTROLLED DENSITY FILL - EXCAVATABLE $175.00 $280,000.00
154. 240 CY SAND BORROW $50.00 $12,000.00
156. 765 TON CRUSHED STONE $52.00 $39,780.00
170. 13000 SY FINE GRADING AND COMPACTING - SUBGRADE AREA $15.00 $195,000.00
201. 72 EA CATCH BASIN $4,500.00 $324,000.00
202. 24 EA MANHOLE $5,000.00 $120,000.00
204. 5 EA GUTTER INLET $2,500.00 $12,500.00
210. 7 EA SANITARY SEWER MANHOLE $10,000.00 $70,000.00
220. 111 EA DRAINAGE STRUCTURE ADJUSTED $450.00 $49,950.00
220.2 15 FT DRAINAGE STRUCTURE REBUILT $500.00 $7,500.00
220.3 5 EA DRAINAGE STRUCTURE CHANGE IN TYPE $1,000.00 $5,000.00
220.5 2 EA DRAINAGE STRUCTURE REMODELED $800.00 $1,600.00
220.7 3 EA SANITARY STRUCTURE ADJUSTED $425.00 $1,275.00
* 222.31 56 EA FRAME AND GRATE MUNICIPAL STANDARD $1,000.00 $56,000.00
* 222.32 32 EA FRAME AND COVER MUNICIPAL STANDARD $100.00 $3,200.00
* 223.1 45 EA FRAME AND GRATE (OR COVER) REMOVED AND STACKED $100.00 $4,500.00
224.12 47 EA 12 INCH HOOD $500.00 $23,500.00
227.3 70 CY REMOVAL OF DRAINAGE STRUCTURE SEDIMENT $255.00 $17,850.00
227.31 670 FT REMOVAL OF DRAINAGE PIPE SEDIMENT $10.00 $6,700.00
227.4 70 SF MASONRY PLUG $120.00 $8,400.00
* 238.04 50 FT 4 INCH DUCTILE IRON PIPE - WATER $100.00 $5,000.00
238.06 1000 FT 6 INCH DUCTILE IRON PIPE - WATER $110.00 $110,000.00
* 238.08 600 FT 8 INCH DUCTILE IRON PIPE - WATER $110.00 $66,000.00
238.10 30 FT 10 INCH DUCTILE IRON PIPE - WATER $115.00 $3,450.00
238.12 750 FT 12 INCH DUCTILE IRON PIPE - WATER $160.00 $120,000.00
238.12 140 FT 12 INCH DUCTILE IRON PIPE - DRAINAGE $160.00 $22,400.00
238.16 3050 FT 16 INCH DUCTILE IRON PIPE - WATER $180.00 $549,000.00
238.18 130 FT 18 INCH DUCTILE IRON PIPE - DRAINAGE $185.00 $24,050.00
241.12 2270 FT 12 INCH REINFORCED CONCRETE PIPE $100.00 $227,000.00
241.15 450 FT 15 INCH REINFORCED CONCRETE PIPE $110.00 $49,500.00
241.18 630 FT 18 INCH REINFORCED CONCRETE PIPE $120.00 $75,600.00
241.24 50 FT 24 INCH REINFORCED CONCRETE PIPE $155.00 $7,750.00
241.36 70 FT 36 INCH REINFORCED CONCRETE PIPE $250.00 $17,500.00
* 250.06 75 FT 6 INCH POLYVINYL CHLORIDE SANITARY SEWER PIPE $150.00 $11,250.00
* 250.08 350 FT 8 INCH POLYVINYL CHLORIDE SANITARY SEWER PIPE $130.00 $45,500.00
* 250.12 400 FT 12 INCH POLYVINYLCHLORIDE SANITARY SEWER PIPE $120.00 $48,000.00
* 271.12 560 FT 12 INCH AND UNDER PIPE REMOVED AND STACKED $40.00 $22,400.00
* 271.18 50 FT 18 INCH PIPE REMOVED AND STACKED $50.00 $2,500.00
* 271.36 70 FT 36 INCH PIPE REMOVED AND STACKED $80.00 $5,600.00
* 291.1 1 LS STORMWATER LANDSCAPE AREAS $125,000.00 $125,000.00
309. 18000 LB DUCTILE IRON FITTINGS FOR WATER PIPE $10.00 $180,000.00
347.1 1000 FT 1 INCH COPPER TUBING TYPE K $70.00 $70,000.00
350.06 25 EA 6 INCH GATE AND GATE BOX $2,200.00 $55,000.00
350.08 7 EA 8 INCH GATE AND GATE BOX $2,500.00 $17,500.00
350.12 6 EA 12 INCH GATE AND GATE BOX $3,500.00 $21,000.00
350.16 16 EA 16 INCH GATE AND GATE BOX $6,000.00 $96,000.00
358. 29 EA GATE BOX ADJUSTED $270.00 $7,830.00
363.1 27 EA 1 INCH CORPORATION COCK $270.00 $7,290.00
376. 19 EA HYDRANT $6,000.00 $114,000.00SPEC PROVIDEDCONSTRUCTION COST ESTIMATE
DATE:609286
DESIGN LEVEL:Main Street Reconstruction
ESTIMATOR:Northampton
CHECKED BY:
1/28/2022 MASSDOT PROJECT NO.:
25%PROJECT DESCRIPTION:
CALC BOOK NUMBER XXXXXX
CK PROJECT LOCATION:
SY
ITEM QTY UNIT DESCRIPTION UNIT PRICE PARTICIPATING
NON-
PARTICIPATINGSPEC PROVIDEDCONSTRUCTION COST ESTIMATE
DATE:609286
DESIGN LEVEL:Main Street Reconstruction
ESTIMATOR:Northampton
CHECKED BY:
384. 27 EA CURB STOP $400.00 $10,800.00
390. 1 LS TEMPORARY WATER BY-PASS SYSTEM $100,000.00 $100,000.00
402. 1540 CY DENSE GRADED CRUSHED STONE FOR SUB-BASE $75.00 $115,500.00
415.2 14340 SY PAVEMENT FINE MILLING $7.50 $107,550.00
431. 520 SY HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE $78.00 $40,560.00
440. 56700 LB CALCIUM CHLORIDE FOR ROADWAY DUST CONTROL $0.40 $22,680.00
443. 29 MGL WATER FOR ROADWAY DUST CONTROL $57.00 $1,653.00
450.22 490 TON SUPERPAVE SURFACE COURSE – 9.5 (SSC – 9.5)$140.00 $68,600.00
450.23 2160 TON SUPERPAVE SURFACE COURSE - 12.5 (SSC - 12.5)$140.00 $302,400.00
450.31 355 TON SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC -12.5)$175.00 $62,125.00
450.32 2480 TON SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC - 19.0)$135.00 $334,800.00
450.42 1715 TON SUPERPAVE BASE COURSE - 37.5 (SBC - 37.5)$140.00 $240,100.00
* 451. 1270 TON HMA FOR PATCHING $210.00 $266,700.00
* 452. 2590 GAL ASPHALT EMULSION FOR TACK COAT $8.00 $20,720.00
453. 31475 FT HMA JOINT SEALANT $1.00 $31,475.00
472. 1452 TON TEMPORARY ASPHALT PATCHING $210.00 $304,920.00
482.3 940 FT SAWCUTTING ASPHALT PAVEMENT $10.00 $9,400.00
504. 13000 FT GRANITE CURB TYPE VA4 - STRAIGHT $50.00 $650,000.00
504.1 1495 FT GRANITE CURB TYPE VA4 - CURVED $65.00 $97,175.00
509. 820 FT GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS - STRAIGHT $60.00 $49,200.00
509.1 110 FT GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS - CURVED $70.00 $7,700.00
516. 54 EA GRANITE CURB CORNER TYPE A $350.00 $18,900.00
594. 6025 FT CURB REMOVED AND DISCARDED $7.00 $42,175.00
* 697.1 107 EA SILT SACK $180.00 $19,260.00
701. 7640 SY CEMENT CONCRETE SIDEWALK $75.00 $573,000.00
701.1 150 SY CEMENT CONCRETE SIDEWALK AT DRIVEWAYS $80.00 $12,000.00
701.2 690 SY CEMENT CONCRETE PEDESTRIAN CURB RAMP $110.00 $75,900.00
702. 297 TON HOT MIX ASPHALT SIDEWALK OR DRIVEWAY $230.00 $68,310.00
706.7 670 SY CONCRETE UNIT PAVER $375.00 $251,250.00
706.8 950 SY PERMEABLE PAVER $417.00 $396,150.00
706.9 520 SY COBBLE PAVER $200.00 $104,000.00
707.1 40 EA PARK BENCH $3,000.00 $120,000.00
707.19 24 EA GRANITE BENCH $4,500.00 $108,000.00
707.2 30 EA TRASH RECEPTACLE $2,000.00 $60,000.00
707.9 70 EA BICYCLE RACK $1,800.00 $126,000.00
* 740 20 MO ENGINEERS FIELD OFFICE AND EQUIPMENT (TYPE A)$3,000.00 $60,000.00
745 2 EA PEDESTRIAN BUS SHELTER $17,000.00 $34,000.00
745.2 1 LS PEDESTRIAN BUS SHELTER REMOVED AND STACKED $8,000.00 $8,000.00
748. 1 LS MOBILIZATION $419,884.98 $419,884.98
751. 209 CY LOAM BORROW $55.00 $11,495.00
751.7 667 SY COMPOST BLANKET $12.00 $8,004.00
751.8 6682 TON STRUCTURAL SOIL $107.00 $714,974.00
* 756. 1 LS NPDES STORMWATER POLLUTION PREVENTION PLAN $10,000.00 $10,000.00
765. 210 SY SEEDING $3.50 $735.00
767.7 3820 SF FLEXIPAVE $20.00 $76,400.00
* 784 66 EA CANOPY TREE - 2.5-3 INCH CALIPER $3,500.00 $231,000.00
796.8 3840 LS PERENNIAL $24.00 $92,160.00
811.36 1 EA ELECTRIC MANHOLE ADJUSTED $375.00 $375.00
811.37 11 EA ELECTRIC HANDHOLE ADJUSTED $350.00 $3,850.00
816.01 1 LS TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 1 $218,656.40 $218,656.40
816.02 1 LS TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 2 $264,420.08 $264,420.08
816.03 1 LS TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 3 $357,225.08 $357,225.08
816.04 1 LS TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 4 $200,988.95 $200,988.95
820.14 1 LS ROADWAY LIGHTING $1,549,300.00 $1,549,300.00
820.15 1 LS PEDESTRIAN LIGHTING $315,700.00 $315,700.00
823.71 33 EA HIGHWAY LIGHTING POLE AND LUMINAIRE REMOVED AND STACKED $800.00 $26,400.00
823.72 33 EA REMOVE CONCRETE FOUNDATION FOR ROADWAY LIGHTING $1,500.00 $49,500.00
832. 505 SF WARNING-REGULATORY AND ROUTE MARKER - ALUMINUM PANEL (TYPE A) $15.00 $7,575.00
847.1 80 EA SIGN SUP (N/GUIDE)+RTE MKR W/1 BRKWAY POST ASSEMBLY - STEEL $160.00 $12,800.00
850.41 4380 HR ROADWAY FLAGGER $62.00 $271,560.00
852. 380 SF SAFETY SIGNING FOR TRAFFIC MANAGEMENT $25.00 $9,500.00
852.11 7500 FT TEMPORARY PEDESTRIAN BARRICADE $12.00 $90,000.00
852.12 45 EA TEMPORARY PEDESTRAIN RAMP $250.00 $11,250.00
856. 550 DAY ARROW BOARD $10.00 $5,500.00
856.12 580 DAY PORTABLE CHANGEABLE MESSAGE SIGN $25.00 $14,500.00
859. 27500 DAY REFLECTORIZED DRUM $2.00 $55,000.00
864.04 1070 SF PAVEMENT ARROWS AND LEGENDS REFLECTORIZED WHITE (THERMOPLASTIC)$8.00 $8,560.00
* 864.1 2400 SF GREEN FRICTION SURFACE (THERMOPLASTIC)$20.00 $48,000.00
1/28/2022 MASSDOT PROJECT NO.:
25%PROJECT DESCRIPTION:
CALC BOOK NUMBER XXXXXX
CK PROJECT LOCATION:
SY
ITEM QTY UNIT DESCRIPTION UNIT PRICE PARTICIPATING
NON-
PARTICIPATINGSPEC PROVIDEDCONSTRUCTION COST ESTIMATE
DATE:609286
DESIGN LEVEL:Main Street Reconstruction
ESTIMATOR:Northampton
CHECKED BY:
864.15 3700 SF RED FRICTION SURFACE (THERMOPLASTIC)$20.00 $74,000.00
864.2 200 SF RAINBOW FRICTION SURFACE (THERMOPLASTIC)$20.00 $4,000.00
866.106 7950 FT 6 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)$1.25 $9,937.50
866.112 540 FT 12 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)$3.60 $1,944.00
* 866.124 2450 FT 24 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)$8.00 $19,600.00
867.106 4020 FT 6 INCH REFLECTORIZED YELLOW LINE (THERMOPLASTIC)$1.25 $5,025.00
* 874.2 105 EA TRAFFIC SIGN REMOVED AND RESET $117.00 $12,285.00
* 877.1 105 EA SIGN POST REMOVED AND DISCARDED $50.00 $5,250.00
PARTICIPATING SUBTOTAL $12,675,480.99
25% CONSTRUCTION CONTINGENCY $3,168,870.25
POLICE DETAIL $50,000.00
PARTICIPATING TOTAL $15,894,351.24
NON-PARTICIPATING SUBTOTAL $1,740,570.00
25% CONSTRUCTION CONTINGENCY $435,142.50
NON-PARTICIPATING TOTAL $2,175,712.50
TOTAL $18,070,063.74
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
10+50 12.80 0.00
11+00 50 12.60 12.70 23.52 0.00 0.00 0.00
11+50 50 43.60 12.60 23.33 0.00 0.00 0.00
12+00 50 21.50 43.60 80.74 0.00 0.00 0.00
12+50 50 48.00 32.55 60.28 0.00 0.00 0.00
13+00 50 109.60 34.75 64.35 0.00 0.00 0.00
13+50 50 117.60 78.80 145.93 0.00 0.00 0.00
14+00 50 54.10 113.60 210.37 0.00 0.00 0.00
14+50 50 73.30 85.85 158.98 0.00 0.00 0.00
15+00 50 15.00 63.70 117.96 0.00 0.00 0.00
15+50 50 63.10 44.15 81.76 0.00 0.00 0.00
16+00 50 63.90 39.05 72.31 0.00 0.00 0.00
16+50 50 67.70 63.10 116.85 0.00 0.00 0.00
17+00 50 73.80 63.90 118.33 0.00 0.00 0.00
17+50 50 72.70 65.80 121.85 0.00 0.00 0.00
18+00 50 93.90 70.75 131.02 0.00 0.00 0.00
18+50 50 93.70 73.25 135.65 0.00 0.00 0.00
19+00 50 104.70 83.30 154.26 0.00 0.00 0.00
19+50 50 76.8 93.80 173.70 0.00 0.00 0.00
20+00 50 76.7 99.20 183.70 0.00 0.00 0.00
20+50 50 31.20 72.35 133.98 0.00 0.00 0.00
21+00 50 156.00 93.60 173.33 0.00 0.00 0.00
21+50 50 146.70 151.35 280.28 0.00 0.00 0.00
22+00 50 133.30 140.00 259.26 0.00 0.00 0.00
22+50 50 68.40 100.85 186.76 0.00 0.00 0.00
23+00 50 107.30 87.85 162.69 0.00 0.00 0.00
23+50 50 133.90 120.60 223.33 3.40 1.70 3.15
24+00 50 149.20 141.55 262.13 0.00 1.70 3.15
24+50 50 115.30 132.25 244.91 0.00 0.00 0.00
25+00 50 104.70 110.00 203.70 0.00 0.00 0.00
25+50 50 106.60 105.65 195.65 0.00 0.00 0.00
26+00 50 93.39 100.00 185.18 0.00 0.00 0.00
26+50 50 21.40 57.40 106.29 0.00 0.00 0.00
27+00 50 43.70 32.55 60.28 0.00 0.00 0.00
27+50 50 50.40 47.05 87.13 0.00 0.00 0.00
28+00 50 52.40 51.40 95.19 0.00 0.00 0.00
28+50 50 0.00 26.20 48.52 0.00 0.00 0.00
29+00 50 20.80 10.40 19.26 0.00 0.00 0.00
29+50 50 66.70 43.75 81.02 0.00 0.00 0.00
30+00 50 67.00 66.85 123.80 0.00 0.00 0.00
30+50 50 60.60 63.80 118.15 0.00 0.00 0.00
31+00 50 60.50 60.55 112.13 0.00 0.00 0.00
31+50 50 32.60 46.55 86.20 0.00 0.00 0.00
32+00 50 19.40 26.00 48.15 0.00 0.00 0.00
32+50 50 44.10 31.75 58.80 0.00 0.00 0.00
33+00 50 26.90 35.50 65.74 0.00 0.00 0.00
33+50 50 26.40 26.65 49.35 0.00 0.00 0.00
34+00 50 30.20 28.30 52.41 0.00 0.00 0.00
EXCAVATION / EMBANKMENT QUANTITY SHEET
Main Street - Northampton, MA
Excavation (cut) Embankment (fill)Main Street4
34+50 50 21.70 25.95 48.06 0.00 0.00 0.00
35+00 50 58.20 39.95 73.98 0.00 0.00 0.00
35+50 50 51.80 55.00 101.85 0.00 0.00 0.00
SUBTOTAL CUT:6122 CY SUBTOTAL FILL:6 CY
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
110+30 7.70 0.00
110+50 20 9.90 8.80 6.52 0.00 0.00 0.00
111+00 50 44.90 9.90 18.33 0.00 0.00 0.00
SUBTOTAL CUT:25 CY SUBTOTAL FILL:0 CY
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
120+50 30.05 0.00
120+70 20 6.50 18.28 13.54 0.00 0.00 0.00
SUBTOTAL CUT:14 CY SUBTOTAL FILL:0 CY
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
130+50 10.00 0.00
131+00 50 39.00 24.50 45.37 0.00 0.00 0.00
SUBTOTAL CUT:45 CY SUBTOTAL FILL:0 CY
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
140+50 15 13.40 13.40 7.44 0.00 0.00 0.00
SUBTOTAL CUT:7 CY SUBTOTAL FILL:0 CY
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
SUBTOTAL CUT:114 CY SUBTOTAL FILL:0 CY
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
190+50 4.60 0.00
190+70 20 30.30 17.45 12.93 0.00 0.00 0.00
160+25 29.60 0.00
160+50 25 43.30 36.45 33.75 0.00 0.00 0.00
161+00 50 29.30 43.30 80.19 0.00 0.00 0.00
SUBTOTAL CUT:13 CY SUBTOTAL FILL:0 CY
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
50+80 7.10 7.70
51+00 20 8.90 8.00 5.93 6.50 7.10 5.26
King StreetMasonic Street7 0
Crafts Ave114 0Gothic Ave13 0State Street14 0
New South Street45 0
25 0West Street2763 0
5
51+50 50 14.30 8.90 16.48 0.00 3.25 6.02
SUBTOTAL CUT:22 CY SUBTOTAL FILL:11 CY
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
60+70 20 13.40 13.40 9.93 0.00 0.00 0.00
SUBTOTAL CUT:10 CY SUBTOTAL FILL:0 CY
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
210+50 20 36.50 36.50 27.04 0.00 0.00 0.00
SUBTOTAL CUT:27 CY SUBTOTAL FILL:0 CY
Station Length
(ft)
Cut Area
(sf)
Avg. Cut
Area (sf)
Cut Vol
(cy)
Subtotal
(cy)
Fill Area
(sf)
Avg Fill
Area (sf)
Fill Vol
(cy)
Subtotal
(cy)
220+25 0.50 0.75
220+60 35 10.40 5.45 7.06 2.00 1.38 1.78
221+00 40 12.50 10.40 15.41 5.60 3.80 5.63
SUBTOTAL CUT:22 CY SUBTOTAL FILL:7 CY
TOTAL CUT:6422 CY TOTAL FILL:25 CYKing Street22 11
Hawley Street22 7Pleasant Street10 0
Market Street27 0
6
SUMMARY QUANTITY SHEET
TOTAL CUT 6422 CY TOTAL FILL 25 CY
6422.3 CY Earthworks: 25.0 CY
-160.6 CY Estimated Embankment: 25.0 CY
-321.1 CY
-321.1 CY 3.7 CY
Available for Embankment: 5619.5 CY TOTAL Embankment Required 28.7 CY
Additional Excavation for
Structural Soil (751.8)4772.33 CY Available from Embankment -5619.5 CY
Total 10391.84 CY WASTE: 5591 CY
DEDUCT 5% (SHRINKAGE):PLUS 15% (Swell)
EXCAVATION EMBANKMENT
Estimated Excavation:
DEDUCT 2.5% (BOULDERS):
DEDUCT 5% (UNSUITABLE):
Main Street - Northampton, MA
FROM EARTHWORKS SHEETS:
EXCAVATION EMBANKMENT
7
SY
TYPE AREA (SF)
Cem Conc WCR 4100
Bike Ramp 2080
TOTAL CONC WCR=4100 SF
TOTAL CONC WCR=2080 SF
TOTAL=687 SY
SUMMARY A - WHEELCHAIR RAMP
8
SY
TYPE AREA (SF)
Cem Conc Driveway 1285
HMA Driveway 520
TOTAL CONC DW=1285 SF
TOTAL ASPH DW=520 SF
TOTAL=201 SY
SUMMARY B - DRIVEWAYS
9
SY
TYPE AREA (SF)
Cem Conc Sidewalk 59520
Permeable Paver Amenity Zone/Tree Zone 8500
Cem Conc Sidewalk Buffer (Between BL and Curb)9229.00
Concrete Unit Paver Sidewalk Buffer (Between BL and Curb)5971
Bit Conc Sidewalk (Bike Lane)18470
CONC SW Subtotal=68749 SF
HMA SW Subtotal=18470 SF
Permeable Paver SW Subtotal=8500 SF
Concrete Unit Paver SW Subtotal=5971 SF
CONC SW TOTAL=68749 SF
HMA SW TOTAL=18470 SF
PERMEABLE PAVER SW TOTAL=8500 SF
CONCRETE UNIT PAVER SW TOTAL=5971 SF
CONC SW 7639 SY
HMA SW 2052 SY
PERMEABLE PAVER SW 944 SY
CONCRETE UNIT PAVER 663 SY
SUMMARY C - PROPOSED SIDEWALK
10
D SY
AREA (SF)
MILL & OVERLAY
STREET NAME
TOTAL=129059 SF
MILL & OVERLAY TOTAL =14340 SY
FULL DEPTH LESS THAN 4' WIDE
STREET NAME
SF
FULL DEPTH ALONG CURB (ASSUME WIDTH OF 1')
ITEM 504. GRANITE CURB TYPE VA4 - STRAIGHT 13000 SF
ITEM 504.1 GRANITE CURB TYPE VA4 - CURVED 1494 SF
ITEM 509. GRANITE TRANSITION CURB FOR WCRS - STRAIGHT 820 SF
ITEM 509.1 GRANITE TRANSITION CURB FOR WCRS - CURVED 110 SF
TOTAL=15424 SF
FULL DEPTH ROADWAY
FULL DEPTH REGRADING 53440 SF
68864 SF
FULL DEPTH TOTAL =5938 SY
SUMMARY D - PAVEMENT
STATION
11
DRAIN/SEWER/WATER UTILITY TRENCH Width (in)
Trench
Width
(Width + 3')Area (SF)
ITEM 238.04 TOTAL LENGTH=50 FT 4 3.333333 166.66667
ITEM 238.06 TOTAL LENGTH=1000 FT 6 3.5 3500
ITEM 238.08 TOTAL LENGTH=600 FT 8 3.666667 2200
ITEM 238.10 TOTAL LENGTH=30 FT 10 3.833333 115
ITEM 238.12 TOTAL LENGTH=750 FT 12 4 3000
ITEM 238.16 TOTAL LENGTH=3050 FT 16 4.333333 13216.667
ITEM 238.18 TOTAL LENGTH=130 FT 18 4.5 585
ITEM 241.12 TOTAL LENGTH=0 FT 12 4 0
ITEM 241.15 TOTAL LENGTH=450 FT 15 4.25 1912.5
ITEM 241.18 TOTAL LENGTH=630 FT 18 4.5 2835
ITEM 241.24 TOTAL LENGTH=50 FT 24 5 250
ITEM 241.36 TOTAL LENGTH=70 FT 36 6 420
ITEM 250.06 TOTAL LENGTH=75 FT 6 3.5 262.5
ITEM 250.08 TOTAL LENGTH=350 FT 8 3.666667 1283.3333
ITEM 250.12 TOTAL LENGTH=400 FT 12 4 1600
31346.667 SF
TOTAL AREA =31346.67 SF
UTILITY TRENCH TOTAL =3483 SY
CONDUIT TRENCH LENGTH (FT)
LIGHTING CONDUIT LENGTH 4500
TRAFFIC CONDUIT LENGTH 4060
8560 FT
CONDUIT TRENCH TOTAL LENGTH X 1.5' = 12840 SF
CONDUIT TRENCH TOTAL = 1426.7 SY
RAISED CROSSING RAISED CROSSING AREA =4012 SF
TOTAL RAISED CROSSING AREA =445.8 SY
12
EItem #ItemUnit PriceTotal Quantity for LocationTotal Price for LocationTotal Quantity for LocationTotal Price for LocationTotal Quantity for LocationTotal Price for LocationTotal Quantity for LocationTotal Price for LocationTotal QuantityTotal Price819.00 TRAFFIC SIGNAL CONTROLLER AND CABINET20,000.00$ ** 1 20,000.00$ 1 20,000.00$ 1 20,000.00$ 1 20,000.00$ 4 80,000.00$ 817.10 SIGNAL POST AND BASE STANDARD - 8 FOOT1,300.00$ * 2 2,600.00$ 6 7,800.00$ 6 7,800.00$ 3 3,900.00$ 17 22,100.00$ 812.30 STANDARD SIGNAL POST FOUNDATION - SD3.030 1,500.00$ 2 3,000.00$ 6 9,000.00$ 6 9,000.00$ 3 4,500.00$ 17 25,500.00$ 817.60 SIGNAL MAST ARM 20 FEET - STEEL7,570.00$ 0 -$ 1 7,570.00$ 0 -$ 2 15,140.00$ 3 22,710.00$ 817.61 SIGNAL MAST ARM 25 FEET - STEEL8,000.00$ 1 8,000.00$ 1 8,000.00$ 0 -$ 2 16,000.00$ 4 32,000.00$ 817.62 SIGNAL MAST ARM 30 FEET - STEEL8,450.00$ 1 8,450.00$ 0 -$ 0 -$ 0 -$ 1 8,450.00$ 817.63 SIGNAL MAST ARM 35 FEET - STEEL9,700.00$ 0 -$ 2 19,400.00$ 1 9,700.00$ 0 -$ 3 29,100.00$ 817.64SIGNAL MAST ARM 40 FEET - STEEL10,700.00$ 0-$ 0-$ 221,400.00$ 0-$ 221,400.00$ 817.65SIGNAL MAST ARM 45 FEET - STEEL11,900.00$ 111,900.00$ 0-$ 111,900.00$ 0-$ 223,800.00$ 812.40SIGNAL MAST ARM FOUNDATION11,980.00$ *335,940.00$ 447,920.00$ 447,920.00$ 447,920.00$ 15179,700.00$ 818.42PEDESTRIAN SIGNAL HEAD687.50$ 42,750.00$ 64,125.00$ 85,500.00$ 85,500.00$ 2617,875.00$ 818.13SIGNAL HEAD 1 WAY, THREE SECTION 12 INCH LENS797.50$ *97,177.50$ 97,177.50$ 1411,165.00$ 75,582.50$ 3931,102.50$ 818.14SIGNAL HEAD 1 WAY, FOUR SECTION 12 INCH LENS875.00$ *0-$ 32,625.00$ 0-$ 0-$ 32,625.00$ 818.15SIGNAL HEAD 1 WAY, FIVE SECTION 12 INCH LENS925.00$ *0-$ 1925.00$ 1925.00$ 21,850.00$ 43,700.00$ 818.81BACK-PLATES FOR 12 INCH SIGNAL HEAD168.50$ 274,549.50$ 447,414.00$ 477,919.50$ 315,223.50$ 14925,106.50$ 819.02VEHICLE DETECTOR (MIOVISION 360 CAMERA SYSTEM)14,000.00$ **114,000.00$ 114,000.00$ 114,000.00$ 114,000.00$ 456,000.00$ 819.850PEDESTRIAN PUSH BUTTON165.00$ 4660.00$ 6990.00$ 81,320.00$ 81,320.00$ 264,290.00$ 811.30PULL BOX 8 X 23 INCHES - SD2.0301,193.00$ 44,772.00$ 89,544.00$ 55,965.00$ 44,772.00$ 2125,053.00$ 801.323 INCH ELECTRICAL CONDUIT - TYPE NM (DOUBLE)44.30$ 59026,137.00$ 130057,590.00$ 162071,766.00$ 55024,365.00$ 4060179,858.00$ 810.CONDUIT ENCASED IN CONCRETE - SD 4.041105.00$ **0-$ 0-$ 23024,150.00$ 0-$ 23024,150.00$ 813.79INTERCONNECT CABLE SYSTEM34,350.00$ *134,350.00$ 0-$ 134,350.00$ 0-$ 268,700.00$ 813.80SERVICE CONNECTION (OVERHEAD)2,700.00$ 0-$ 0-$ 0-$ 12,700.00$ 12,700.00$ 813.31SERVICE CONNECTION (UNDERGROUND)3,850.00$ 13,850.00$ 13,850.00$ 13,850.00$ 0-$ 311,550.00$ 819.04R&R TRANSIT SIGNAL PRIORITY EQUIPMENT1,000.00$ **11,000.00$ 11,000.00$ 11,000.00$ 11,000.00$ 44,000.00$ 819.05R&R EMERGENCY VEHICLE PREEMPTION EQUIP1,000.00$ **11,000.00$ 11,000.00$ 11,000.00$ 11,000.00$ 44,000.00$ SUBTOTAL190,136.00$ 229,930.50$ 310,630.50$ 174,773.00$ 905,470.00$ EQUIPMENT REMOVAL (10%)19,013.60$ 22,993.05$ 31,063.05$ 17,477.30$ 90,547.00$ WIRING/CONDUIT (5%)9,506.80$ 11,496.53$ 15,531.53$ 8,738.65$ 45,273.50$ TOTAL218,656.40$ 264,420.08$ 357,225.08$ 200,988.95$ 1,041,290.50$ 816.01TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 1218,656.40$ 816.02TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO.2264,420.08$ 816.03TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO.3357,225.08$ 816.04TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO.4200,988.95$ *Unit price based on average of all MassDOT districts**MassDOT unit price not available816.04SUMMARY E - TRAFFIC SIGNAL ITEMS816.01816.02816.0313
101.A
1700 square feet of lawn to clear 0.04
no shrubs or groups of trees
Lump Sum 0.04
TOTAL=0 A
ITEM 101. SAY 1 A
CLEARING AND GRUBBING
14
102.1 FT
Station O/S Quantity
STREET NAME
Unknown locations XX+XX X' LT 100
Estimating light amount of limbing up for entire project
SUBTOTAL=100 FT
CONTINGENCY=0 FT
TOTAL=100 FT
ITEM 102.1 SAY 100 FT
TREE TRIMMING
15
102.511 EA
Station O/S Size (in)Quantity
STREET NAME
Elm 11+00 4 1
4 1
4 1
24 1
18 1
4 1
Masonic 17+00 15 1
6 1
4 1
6 1
9 1
18 1
Center 25+00 12 1
na 1
15 1
30 1
15 1
Hawley 36+00 36 1
3 1
30 1
SUBTOTAL=20 EA
CONTINGENCY=0 EA
TOTAL=20 EA
ITEM 102.511 SAY 20 EA
TREE PROTECTION – ARMORING & PRUNING
All trees
near to
ROW so
that canopy
overhangs
sidewalk
16
102.521 FT
Length
305
Subtotal =305
TOTAL 305 FT
TREE AND PLANT PROTECTION FENCE
17
102.55 HR
Total =64 HR
SUBTOTAL=64 HR
TOTAL=64 HR
ITEM 102.55 SAY 64 HR
ARBORIST
The arborist fee assumes decompaction for existing trees to be preserved.
This could include air spading or other techniques that likely fall outside typical
City arborist scope.
18
103.EA
Diam QTY
STREET NAME
Varies X+XX X' LT 0 30
TOTAL=30 EA
ITEM 103. SAY 30 EA
TREE REMOVED - DIAMETER UNDER 24 INCHES
19
104.EA
Diam QTY
STREET NAME
Varies X+XX X' LT 0 5
TOTAL=5 EA
ITEM 104. SAY 5 EA
TREE REMOVED - DIAMETER 24 INCHES AND OVER
20
105.EA
Diam QTY
STREET NAME
Varies X+XX X' RT 0 35
CONTINGENCY=3 EA
TOTAL=38 EA
ITEM 105. SAY 38 EA
STUMP REMOVED
21
120.CY
FROM EARTHWORKS WORKSHEET:
Volume (CY)
CUT =10392
TOTAL=10392 CY
ITEM 120. SAY 10400 CY
EARTH EXCAVATION
22
121.CY
Assume 0.5% of cut Excavation is Class A Rock
FROM EARTHWORKS WORKSHEET:
VOLUME (CY)
CUT =6422
Class A Rock 0.5% 32 CY
From Earthwork Summary
TOTAL=32 CY
ITEM 121. SAY 40 CY
CLASS A ROCK EXCAVATION
23
141.1 CY
Assume 4'x4'x4' per location and 80 locations
Volume per location=125 CF
# of Locations=85
Total Volume=10625 CF
TOTAL=394 CY
ITEM 141.1 SAY 400 CY
TEST PIT FOR EXPLORATION
24
142.CY
Baseline
From
Structure
Start Ex.
Depth (ft)
To
Structure
End Ex.
Depth (ft)
Pipe
Diameter
(in)
Pipe
Length
(ft)
Avg
Depth (ft)
Trench
Width (ft)Cut Vol
(cf)
Total
Volume
(cy)
MAIN STREET 1 9.60 2 5.39 18 139 3.00 4.50 1873.37 69.38
MAIN STREET 2 5.49 3 4.71 18 52 0.60 4.50 140.40 5.20
MAIN STREET 3 7.13 4 5.34 18 71 1.74 4.50 554.33 20.53
MAIN STREET 4 5.44 5 4.69 18 17 0.57 4.50 43.22 1.60
WEST STREET 7 5.45 3 4.27 12 39 0.36 4.00 56.16 2.08
MAIN STREET 11 7.03 12 4.17 12 73 1.10 4.00 321.20 11.90
MAIN STREET 10 7.19 11 4.17 12 96 1.18 4.00 453.12 16.78
MAIN STREET 15 5.32 12 4.17 12 16 0.25 4.00 15.68 0.58
MAIN STREET 16 5.74 12 6.82 12 73
1.78 4 519.76 19.25
STATE STREET 12 6.92 13 6.75 12 86
2.34 4 803.24 29.75
MAIN STREET 20 4.53 21 6.09 15 175
0.81 4.25 602.44 22.31
MAIN STREET 21 6.19 22 6.58 15 103
1.89 4.25 825.16 30.56
MAIN STREET 22 6.68 23 6.5 18 103
2.09 4.5 968.72 35.88
MAIN STREET 23 6.60 24 6.42 18 65
2.01 4.5 587.93 21.78
MAIN STREET 24 7.71 25 3.81 18 122
1.26 4.5 691.74 25.62
MAIN STREET 33 4.17 22 4.93 12 65
0.05 4 13.00 0.48
MAIN STREET 35 4.17 23 5.2 12 32
0.19 4 23.68 0.88
MAIN STREET 36 4.17 23 5.47 12 17
0.32 4 21.76 0.81
MAIN STREET 38 4.80 24 6.52 12 35
1.16 4 162.40 6.01
MAIN STREET 39 4.17 24 6.52 12 42
0.85 4 141.96 5.26
MAIN STREET 40 5.10 41 4.17 12 55
0.14 4 29.70 1.10
MAIN STREET 42 5.64 43 4.17 12 185
0.40 4 299.70 11.10
KING STREET 43 7.65 44 4.71 18 141
1.68 4.5 1065.96 39.48
MAIN STREET 47 4.87 43 4.17 12 39
0.02 4 3.12 0.12
MAIN STREET 48 4.17 43 7.55 12 80
1.36 4 435.20 16.12
MAIN STREET 50 4.17 42 5.54 12 56
0.36 4 79.52 2.95
MAIN STREET 52 4.76 53 4.32 12 67
0.04 4 10.72 0.40
MAIN STREET 57 6.13 58 4.44 15 163
0.79 4.25 543.81 20.14
MAIN STREET 58 6.89 59 7.04 36 35
2.47 6 517.65 19.17
MAIN STREET 59 7.04 60 7.00 36 17
2.52 6 257.04 9.52
MAIN STREET 60 7.00 61 7.14 36 1
2.57 6 15.42 0.57
STRONG AVE 65 5.01 64 6.32 12 22
1.17 4 102.52 3.80
MAIN STREET 76 4.26 75 4.76 18 9
0.01 4.5 0.40 0.01
MAIN STREET 66 9.15 58 6.89 36 10
3.52 6 211.20 7.82
MAIN STREET 75 4.76 74 4.71 18 10
0.23 4.5 10.58 0.39
STRUCTURE QTY BOTTOM AREA (SF) DEPTH (FT) VOLUME (CY)
DMH/CB BED CB 4.00 28.26 1.00 49.19
DMH 5.00 38.465 1.00 32.77
PIPE REMOVAL EXCAVATION CONTINGENCY 51.78 CY
TOTAL 593.06
CONTIGENCY= 50 CY
TOTAL=643 CY
ITEM 142. SAY 700 CY
CLASS B TRENCH EXCAVATION
25
144.CY
ASSUME 5% OF 142. CY AS CONTINGENCY
32.153 CY
CONTINGENCY 0 CY
TOTAL 32.153 CY
ITEM 144. SAY 33 CY
CLASS B ROCK EXCAVATION
26
145.EA
Street Type Station/Offset Quantity
MAIN STREET CB 11+68 41.2' LT 1
MAIN STREET CB 11+79 35.5' RT 1
WEST STREET CB 110+49 17.2' LT 1
MAIN STREET CB 13+36 41.0' LT 1
MAIN STREET CB 13+81 32.5' RT 1
MAIN STREET CB 16+92 31.5' LT 1
MAIN STREET DMH 16+99 18.8' LT 1
MAIN STREET CB 17+55 31.7' LT 1
MAIN STREET CB 18+14 30.7' RT 1
MAIN STREET CB 18+51 29.7' LT 1
MAIN STREET DMH 18+76 15.0' LT 1
MAIN STREET CB 19+65 31.5' RT 1
MAIN STREET CB 20+32 49.8' RT 1
MAIN STREET DMH 19+86 18.3' RT 1
MAIN STREET DMH 21+69 41.6' RT 1
MAIN STREET DMH 21+82 66.9' RT 1
MAIN STREET CB 21+67 49.4' RT 1
MAIN STREET CB 22+70 1.0' LT 1
MAIN STREET CB 22+71 45.0' RT 1
MAIN STREET CB 26+07 45.9' RT 1
MAIN STREET CB 26+20 42.5' LT 1
MAIN STREET CB 28+04 38.8' LT 1
MAIN STREET CB 30+69 32.3' LT 1
MAIN STREET CB 31+75 28.6' RT 1
MAIN STREET CB 35+27 43.2' RT 1
MAIN STREET CB 35+54 22.0' RT 1
SUBTOTAL= 26 EA
26 EA
ITEM 145. SAY 26 EA
DRAINAGE STRUCTURE ABANDONED
TOTAL=
27
146.EA
Street Type Station/Offset Quantity
MAIN STREET CB 12+75 48.7' RT 1
MAIN STREET CB 21+84 3.1' LT 1
MAIN STREET CB 24+66 4.2' LT 1
MAIN STREET DMH 24+66 9.8' RT 1
MAIN STREET DMH 26+56 33.7' LT 1
MAIN STREET CB 28+13 34.7' RT 1
PLEASANT ST CB 60+53 28.6' RT 1
MAIN STREET CB 32+29 39.6' RT 1
MAIN STREET CB 33+47 21.5' RT 1
KING STREET CB 50+59.97 24.8' RT 1
SUBTOTAL=10 EA
TOTAL=10 EA
ITEM 146. SAY 10 EA
DRAINAGE STRUCTURE REMOVED
28
151.CY
Depth(FT)Area(SF)Volume (CF)
0.67 4100 2733
From Wheelchair Ramp Summary Sheet "A" - Bike Ramp 0.67 2080 1387
From Driveway Summary Sheet "B" 0.67 1805 1209
0.67 59520 39680
From Sidewalk Summary Sheet "C" - Cem Conc SW Buffer 0.67 9229 6153
From Sidewalk Summary Sheet "C" - Cem Conc Unit Pavers 0.67 5971 4001
0.67 18470 12313
1.00 31347 31347
0.67 12840 8603
0.67 4012 2688
Roadway Median 0.67 4600 3082
SUBTOTAL= 113,195 CF
SUBTOTAL=113195 CF
SUBTOTAL=4192 CY
ADD 25% SWELL=1048.1 CY
TOTAL=5241 CY
ITEM 151. SAY 5250 CY
GRAVEL BORROW
From Wheelchair Ramp Summary Sheet "A" - Cem Conc WCR
From Sidewalk Summary Sheet "C" - Cem Conc SW
From Pavement Summary Sheet "D" Full Depth Trench Total
From Sidewalk Summary Sheet "C" - HMA SW (Bike Lane)
From Pavement Summary Sheet "D" Raised Crossing Total
From Pavement Summary Sheet "D" Conduit Trench Total
29
151.01 CY
Curbing:Item No.Area (SF)Length (FT)Volume (CF)
504. 1.00 13000 13000
504.1 1.00 1494 1494
509. 1.00 820 820
509.1 1.00 110 110
SUBTOTAL= 15424 CF
SUBTOTAL=15424 CF
SUBTOTAL=571 CY
ADD 25% SWELL=142.8 CY
TOTAL=714 CY
Gran. Curb - Curved
Gran. Trans. - Straight
Gran. Trans. - Curved
GRAVEL BORROW - TYPE C
Gran. Curb - Straight
30
151.2 CY
Volume (CY)
For Drainage Pipe Installation in Mill & Overlay Areas
*Assume average depth of 4ft
Length (ft)(in)Width (ft)Area (sf)Depth (ft)Volume (cy)
Item 238.12 38 12 4.00 152.00 3.00 16
Item 238.18 127 18 4.50 571.50 3.50 66
Item 241.12 2292 12 4.00 9168.00 3.00 952
Item 241.15 446 15 4.25 1895.50 3.25 208
Item 241.18 629 18 4.50 2830.50 3.50 326
Item 241.24 50 24 5.00 250.00 4.00 31
Item 241.36 67 36 6.00 402.00 5.00 57
Total = 1655.39
COMPACTION 0.15
TOTAL= 1904 CY
CONTINGENCY=20.0 CY
TOTAL=1924 CY
ITEM 151.2 SAY 2000 CY
GRAVEL BORROW FOR BACKFILLING STRUCTURES AND PIPES
31
153.CY
Volume (CY)
For Abandoned Structures
Item 145 27
Depth Diameter Area QTY
(FT) (FT) (SF) (EA)
6 5 19.63 26 113
For Drainage Pipe Installation in Mill & Overlay Areas
*Assume average depth of 4ft
Length (ft)Pipe Diamter (in)Trench Width (ft)Area (sf)Depth (ft)Volume (cy)
Item 238.12 140 12 4.00 560.00 4.00 83
Item 238.18 127 18 4.50 571.50 4.00 85
Item 241.12 1276 12 4.00 5104.00 4.00 756
Item 241.15 170 15 4.25 722.50 4.00 107
Item 241.18 463 18 4.50 2083.50 4.00 309
Item 241.24 50 24 5.00 250.00 4.00 37
Item 241.36 67 36 6.00 402.00 4.00 60
Total = 1436.07
TOTAL=1550 CY
CONTINGENCY=50.0 CY
TOTAL=1600 CY
ITEM 153. SAY 1600 CY
CONTROLLED DENSITY FILL - EXCAVATABLE
32
154.CY
Depth(FT)Area(SF)Volume (CF)
0.50 12840 6420
SUBTOTAL= 6,420 CF
SUBTOTAL= 6420 CF
SUBTOTAL= 238 CY
TOTAL=238 CY
ITEM 154. SAY 240 CY
SAND BORROW
From Pavement Summary Sheet "D" Conduit Trench Total
33
156.TON
*ASSUME 1.5 TONS CRUSHED STONE PER CUBIC YARD
*ASSUME THAT A 6 IN. BED OF CRUSHED STONE IS REQUIRED UNDER ALL STRUCTURES
*ASSUME THAT A 6 IN. BED OF CRUSHED STONE IS REQUIRED UNDER ALL PIPES
DRAINAGE PIPES STRUCTURE
DIAMETER AREA (SF) DEPTH (FT) VOLUME/EA (CF)Volume (CF)
ITEM 201. 47 4.00 28.26 0.5 14.13 664.11
ITEM 202. 23 5.00 38.465 0.5 19.23 442.35
PIPE DIA (FT)TOTAL AREA (SF)DEPTH (FT)Volume (CF)
ITEM 472.PIPE TRENCH VARIES 15582 0.5 7790.75
0.0812 Tons/CF
TOTAL = 8897 CF
TOTAL =722 TON
CONTINGENCY= 40.00 TON
TOTAL= 762.45
ITEM 156. SAY 765 TON
CRUSHED STONE
34
170.SY
Area (SF)
6180
From Driveway Summary Sheet "B" (Cem Conc. + HMA)1805
From Sidewalk Summary Sheet "C" (Cem Conc. + HMA + Buffer)93190
15424
TOTAL=116,599 SF
TOTAL=12,955.44 SY
ITEM 170. SAY 13000 SY
FINE GRADING AND COMPACTING - SUBGRADE AREA
From Pavement Summary Sheet "D" (Full Depth <4' Wide)
From Wheelchair Ramp Summary Sheet "A" (WCR + Bike Ramp)
35
201.EA
Structure
Number Street Name Station Offset Rim Elev.Invert Elev.Quantity
6 West Street 111+05.62' 20.38' RT 167.02 162.62 1.29
7 West Street 110+99.67' 20.60' LT 168.66 162.65 1.54
8 Main Street 11+76.22' 18.95' RT 169.41 165.13 1.27
9 Main Street 11+80.17' 0.66' LT 169.62 165.13 1.31
10 Main Street 11+76.85' 40.39' LT 168.18 160.99 1.72
14 Main Street 12+92.69' 31.78' LT 161.84 157.25 1.32
15 Main Street 13+62.20' 38.21' LT 157.13 151.81 1.43
16 Main Street 14+14.88' 24.41' RT 155.89 150.15 1.50
17 State Street 121+34.08' 12.85' RT 151.67 147.50 1.26
18 Main Street 15+17.93' 20.41' LT 152.40 148.23 1.26
26 Main Street 16+86.47' 20.41' LT 149.27 145.10 1.26
27 Main Street 17+05.70' 20.41' RT 149.20 145.03 1.26
28 Main Street 17+63.60' 15.41' RT 148.94 144.77 1.26
29 Main Street 18+06.39' 22.41' LT 149.07 144.90 1.26
30 Main Street 18+06.40' 21.41' RT 149.09 144.92 1.26
31 Main Street 19+44.91' 21.40' RT 149.77 145.60 1.26
32 Main Street 19+73.47' 24.41' LT 149.89 145.72 1.26
33 Main Street 20+07.08' 17.47' RT 149.23 145.06 1.26
34 Main Street 20+71.54' 19.76' LT 149.89 145.72 1.26
35 Main Street 21+62.05' 34.94' RT 148.11
143.94 1.26
36 Main Street 21+92.08' 17.93' RT 147.76
143.59 1.26
37 Old South Street 171+19.22 21.10' LT 140.35
136.17 1.26
38 Main Street 22+82.42' 24.41' RT 149.16 144.36
1.35
39 Old South Street 170+39.30' 12.75' RT 148.49
144.32 1.26
40 Main Street 24+17.22' 27.91' LT 149.28
144.18 1.40
45 Main Street 24+67.59' 34.91' RT 147.87
143.70 1.26
46 Main Street 25+97.85' 22.91' LT 143.71
139.05 1.33
47 Main Street 27+81.29' 24.41' LT 136.96
132.09 1.36
48 Main Street 29+01.20' 25.67' LT 132.70
128.53 1.26
49 Center Street 180+72.25' 12.72' LT 147.46
143.29 1.26
50 Gothic Street 190+84.74 15.40' LT 141.52
137.28 1.27
51 Main Street 27+80.54' 27.41' RT 136.83
132.66 1.26
54 Main Street 28+15.41' 27.42' RT 135.30
131.11 1.26
55 Main Street 29+48.90' 18.37' RT 133.04
128.87 1.26
62 Main Street 31+28.53' 27.12' LT 129.09
124.92 1.26
63 Main Street 31+50.59' 10.65' RT 128.53
124.36 1.26
65 Strong Avenue 200+50.09 20.45' LT 125.51
120.35 1.41
67 Main Street 33+16.59' 22.94' LT 122.3
118.13 1.26
68 Main Street 33+16.61' 23.19' RT 121.96
117.79 1.26
69 Main Street 33+41.59' 22.86' LT 122.14
117.97 1.26
70 Main Street 33+41.61' 23.09' RT 121.85
117.68 1.26
CATCH BASIN
36
71 Main Street 33+61.60' 23.13' RT 121.93
117.76 1.26
72 Main Street 33+61.60' 22.87' LT 122.08
117.91 1.26
77 Main Street 35+63.55' 16.50' LT 127.14
122.97 1.26
78 Main Street 35+44.95' 20.02' RT 126.77
122.60 1.26
79 Market Street 210+48.19' 9.42' LT 125.41
121.24 1.26
80 Market Street 210+53.35' 15.76' RT 125.86
121.69 1.26
83 King Street 50+59.97 24.80' RT 131.07
126.70 1.29
TOTAL=62 EA
x 1.15 for 7.5' catch basins 71.6 EA
ITEM 201. SAY 72 EA
37
202.EA
Structure
Number Street Station Offset Rim Elev.Invert Elev.Quantity Rounded
2 Main Street 11+78.13' 9.14' RT 169.26 163.77 0.84 1
3 Main Street 12+30.09' 22.51' RT 166.72 159.59 1.10 1.10
4 Main Street 12+91.05' 53.91' RT 162.83 157.39 0.84 1
11 Main Street 12+92.45' 38.83' LT 161.32 154.29 1.08 1.08
13 State Street 121+35.74' 17.93' LT 151.94 148.60 0.51 1
19 Main Street 16+86.47' 0.00' RT 149.72 145.45 0.66 1
20 Main Street 17+81.00' 1.08' LT 149.10 144.57 0.70 1
21 Main Street 19+60.25' 5.69' LT 149.79 143.60 0.95 1
22 Main Street 20+70.02' 5.19' LT 149.67 142.99 1.03 1.03
23 Main Street 21+77.57' 2.60' RT 148.98 142.38 1.02 1.02
24 Main Street 22+46.04' 11.45' RT 148.48 140.77 1.19 1.19
41 Main Street 24+70.77' 9.61' LT 147.26 142.98 0.66 1
42 Main Street 26+30.80' 3.88' LT 142.54
136.90 0.87 1
43 Main Street 28+20.15' 5.49' LT 135.68
128.03 1.18 1.18
52 Main Street 28+15.41' 7.06' RT 135.66 130.90 0.73 1
56 Main Street 29+71.25' 6.40' LT 132.07 127.90 0.64 1
57 Main Street 31+40.03' 8.37' LT 128.81 122.68 0.94 1
58 Main Street 33+08.80' 8.85' LT 122.38 115.35 1.08 1.08
59 Main Street 33+48.29' 11.48' LT 122.19 115.18 1.08 1.08
66 Main Street 32+99.92' 19.08' LT 122.47 115.40 1.09 1.09
75 Main Street 35+62.46' 6.79' LT 127.11 122.35 0.73 1
76 Main Street 35+70.36' 18.15' LT 126.66 122.40 0.66 1
81 Main Street 34+70.65' 36.08' LT 125.40 121.23 0.64 1
Total =23.83 EA
ITEM 202. SAY 24 EA
MANHOLE
38
204.EA
For use at locations where utility conflicts prevent installation of a deep sump catch basin.
QTY
Contingency 5
Number Rim Elev.Quantity
TOTAL=5 EA
ITEM 204. SAY 5 EA
Contractor may adjust gutter inlet and invert
elevations as needed to avoid underground
utilities that may be encountered in the field.
GUTTER INLET
Station/Offset
Note:
39
210.EA
Quantity
7
TOTAL=7 EA
ITEM 210. SAY 7 EA
Contractor may adjust gutter inlet and invert
elevations as needed to avoid underground
utilities that may be encountered in the field.
SANITARY SEWER MANHOLE
Note:
40
220.EA
STREET NAME Structure #Station O/S Type Quantity
MAIN STREET 1 10+36.95 6.40' LT DMH 1
MAIN STREET 5 13+05.85 64.9' RT DMH 1
MAIN STREET 12 13+83.03 46.6' LT DMH 1
KING STREET 44 50+57.29 1.1' RT DMH 1
KING STREET EX CB 50+91.50 23.2' LT CB 1
KING STREET EX CB 50+59.97 24.8' RT CB 1
PLEASANT STREET 53 60+61.50 13.0' RT DMH 1
MAIN STREET 64 32+05.92 34.2' RT DMH 1
MAIN STREET EX DMH 32+55.67 18.4' LT DMH 1
MAIN STREET EX DMH 33+75.62 4.3' LT DMH 1
MAIN STREET 73 34+50.50 22.0' LT DMH 1
Total 11
CIT
Proposed MH 23
Proposed CB 47
Proposed GI 5
Rebuilt 15
(Structures ADJ more than once) Contingency 10
TOTAL=111 EA
ITEM 220. SAY 111 EA
DRAINAGE STRUCTURE ADJUSTED
41
220.2 FT
Contingency 15
TOTAL=15 FT
ITEM 220.2 SAY 15 FT
DRAINAGE STRUCTURE REBUILT
42
220.3 EA
Structure
Number Street Station Offset Type Quantity
25 Old South Street 171+27.78 12.00' RT CB TO DMH 1
60 Main Street 33+68.00' 19.46' LT CB TO DMH 1
61 Main Street 33+77.00' 19.88' LT CB TO DMH 1
74 Main Street 35+55.23' 18.93' LT CB TO DMH 1
82 Main Street 17+32.27'30.42 ' RT CB TO DMH 1
SUBTOTAL=5 EA
TOTAL=5 EA
ITEM 220.3 SAY 5 EA
DRAINAGE STRUCTURE CHANGE IN TYPE
43
220.5 EA
Structure Street Station/Offset Type Quantity
CB-X X+XX X' RT CB 0
Contingency 2
SUBTOTAL=2 EA
TOTAL=2 EA
ITEM 220.5 SAY 2 EA
DRAINAGE STRUCTURE REMODELED
44
220.7 EA
Station Offset Type Quantity
STREET NAME X+XX X' RT SMH 3
TOTAL=3 EA
ITEM 220.7 SAY 3 EA
SANITARY STRUCTURE ADJUSTED
45
222.31 EA
Item Type Quantity
201.Grate 47
204.Grate 5
CONTINGENCY=4 EA
TOTAL=56 EA
ITEM 222.31 SAY 56 EA
FRAME AND GRATE MUNICIPAL STANDARD
All new catch basins and gutter inlets receive new Frame & Grate; All new
manholes and CIT receive new Frame and Cover.
46
222.32 EA
Item Type Quantity
202.Cover 23
220.3 Cover 5
CONTINGENCY=4 EA
TOTAL=32 EA
ITEM 222.32 SAY 32 EA
FRAME AND COVER MUNICIPAL STANDARD
All new catch basins and gutter inlets receive new Frame & Grate; All new
manholes and CIT receive new Frame and Cover.
47
223.1 EA
Quantity
Item 145 DRAINAGE STRUCTURE ABANDONED 26
Item 146 DRAINAGE STRUCTURE REMOVED 10
Item 220.3 DRAINAGE STRUCTURE CHANGE IN TYPE 5
CONTINGENCY 4
TOTAL=45 EA
ITEM 223.1 SAY 45 EA
Casting is removed and stacked when changing type of structure. Abandoned and
removed structures will also have their castings removed and stacked.
FRAME AND GRATE (OR COVER) REMOVED AND STACKED
48
224.12 EA
Station O/S Type Quantity
Item 201 Proposed CB 47
CONTINGENCY=0 EA
TOTAL=47 EA
ITEM 224.12 SAY 47 EA
12 INCH HOOD
49
227.3 CY
This includes all proposed and adjusted structures
QTY Qty+Adjusted depth Area Volume
Adjusted
Volume (x.2)
Structures (Catch basins, Drain Manholes)(ft)(sf)(cy)(cy)
Catch Basin 47 47 8 12.6 174.91 35
Manhole 23 23 5 12.6 53.496 11
Change In Type 5 5 8 12.6 18.607 4
Removed 10 10 5 12.6 23.259 5
Contingency 15
Total 70
ITEM 227.3 SAY 70 CY
Includes removing the accumulated dirt, refuse, and other debris, as directed by the Engineer, as
necessary for the contractor to perform relevant items of work under this contract, from each
drainage structure, including gutter mouth of curb inlets, and disposing of materials removed.
REMOVAL OF DRAINAGE STRUCTURE SEDIMENT
50
227.31 FT
Assume approx. 20 ft. of sediment per new manhole
QTY FT
Item 271.12 551
Item 271.18 45
Item 271.36 65
Total =661
ITEM 227.31 SAY 670 FT
REMOVAL OF DRAINAGE PIPE SEDIMENT
Includes removing the accumulated dirt, refuse, and other debris, as directed by
the Engineer, as necessary for the contractor to perform relevant items of work
under this contract, from each drainage pipe.
51
227.4 SF
Structure #Street Station O/S Quantity Pipe Diameter (in)Area (sf)Area (sf)
1 MAIN STREET X+XX L/R 1 12 0.79 0.00
9 MAIN STREET 2 12 1.57
8 MAIN STREET 6 0.00
EX CB MAIN STREET 11+79 35.6' RT 3 6 0.59
EX CB WEST STREET 110+49 17.5' LT 6 0.00
EX CB WEST STREET 110+49 17.5' LT 6 0.00
4 MAIN STREET 2 18 3.53
10 MAIN STREET 8 0.00
11 MAIN STREET 2 8 0.70
12 MAIN STREET 1 6 0.20
EX CB MAIN STREET 13+81 32.5' RT 1 6 0.20
EX CB MAIN STREET 16+99 18.8' LT 3 8 1.05
EX CB MAIN STREET 16+91 31.5' LT 1 8 0.35 0.00
EX CB MAIN STREET 17+55 31.7' LT 1 6 0.20
EX CB MAIN STREET 17+55 31.7' LT 1 8 0.35
EX CB MAIN STREET 17+32 30.4' RT 1 12 0.79
30 MAIN STREET 2 12 1.57
EX CB MAIN STREET 18+14 30.7' RT 1 12 0.79
29 MAIN STREET 2 8 0.70
EX CB MAIN STREET 18+52 29.7' LT 1 12 0.79
EX DMH MAIN STREET 18+76 15.0' LT 3 8 1.05
31 MAIN STREET 2 12 1.57
EX CB MAIN STREET 19+65 31.5' RT 1 12 0.79
EX DMH MAIN STREET 19+86 18.5' RT 2 12 1.57
33 MAIN STREET 2 12 1.57
EX CB MAIN STREET 20+32 49.8' RT 1 8 0.35
EX DMH MAIN STREET 21+69 41.6' RT 2 8 0.70
EX DMH MAIN STREET 21+69 41.6' RT 3 12 2.36
EX CB MAIN STREET 21+67 49.4' RT 1 12 0.79
25 OLD SOUTH STREET 1 12 0.79
EX DMH MAIN STREET 21+82 66.9' RT 3 12 2.36
EX DMH MAIN STREET 21+82 66.9' RT 1 8 0.35
23 MAIN STREET 2 12 1.57
EX CB MAIN STREET 22+70 11.0' RT 1 8 0.35
38 MAIN STREET 2 8 0.70
EX CB MAIN STREET 22+71 45.0' RT 2 8 0.70
EX CB MAIN STREET 24+66 4.2' LT 2 6 0.39
EX DMH MAIN STREET 24+66 9.8' RT 1 6 0.20
41 MAIN STREET 4 6 0.79
EX CB MAIN STREET 26+07 45.9' RT 1 12 0.79
EX CB MAIN STREET 26+20 42.5' LT 1 12 0.79
EX DMH MAIN STREET 26+56 33.7' LT 3 12 2.36
EX CB MAIN STREET 28+04 38.9' LT 2 12 1.57
EX CB KING STREET 50+60 24.8' LT 1 12 0.79
EX CB MAIN STREET 30+69 32.3' LT 1 10 0.55
63 MAIN STREET 2 10 1.09
EX CB MAIN STREET 31+75 29.3' RT 1 10 0.55
EX DMH MAIN STREET 32+56 18.4' LT 2 36 14.14
MASONRY PLUG
52
EX CB MAIN STREET 35+27 43.2' RT 1 6 0.20
EX CB MAIN STREET 35+27 43.2' RT 1 8 0.35
EX CB MAIN STREET 35+27 43.2' RT 1 12 0.79
EX CB MAIN STREET 35+54 22.0' RT 1 8 0.35
EX CB MAIN STREET 35+54 22.0' RT 1 12 0.79
74 MAIN STREET 1 8 0.35
78 MAIN STREET 2 8 0.70
Contingency 10.00
Total 69.17
ITEM 227.4 SAY 70 SF
53
238.04 FT
Type Length
Water 50
Subtotal =50
TOTAL 50 FT
ITEM 238.04 SAY 50 FT
4 INCH DUCTILE IRON PIPE - WATER
54
238.06 FT
Type Length
Water 1000
Subtotal =1000
TOTAL 1000 FT
ITEM 238.06 SAY 1000 FT
6 INCH DUCTILE IRON PIPE - WATER
55
238.08 FT
Type Length
Water 600
Subtotal =600
TOTAL 600 FT
ITEM 238.08 SAY 600 FT
8 INCH DUCTILE IRON PIPE - WATER
56
238.10 FT
Type Length
Water 30
Subtotal =30
TOTAL 30 FT
ITEM 238.10 SAY 30 FT
10 INCH DUCTILE IRON PIPE - WATER
57
238.12 FT
Type Length
Water 750
Subtotal =750
TOTAL 750 FT
ITEM 238.12 SAY 750 FT
12 INCH DUCTILE IRON PIPE - WATER
58
238.12 (2)FT
Begin Structure Station Offset End Structure Station Offset Length
37 22+16 120.3' RT 25 21+81 119.1' RT 33
27 17+05 20.41'RT 82 17+32 30.42'RT 25
28 17+63 15.41RT 82 17+33 30.42'RT 31
27 17+05 20.41'RT 19 16+86 0.0' 25
28 17+63 15.42'RT 20 17+81 1.08'LT 21
Subtotal =135
Contingency 5
Subtotal =5
TOTAL 140 FT
ITEM 238.12 (2) SAY 140 FT
12 INCH DUCTILE IRON PIPE - DRAINAGE
59
238.16 FT
Type Length
Water 3050
Subtotal =3050
TOTAL 3050 FT
ITEM 238.16 SAY 3050 FT
16 INCH DUCTILE IRON PIPE - WATER
60
238.18 FT
Begin Structure Station Offset End Structure Station Offset Length
24 22+46 11.4' RT 25 21+81 119.1' RT 121
Subtotal =121
Contingency for Gutter Inlets 0
Subtotal =0
TOTAL 121 FT
ITEM 238.18 SAY 130 FT
18 INCH DUCTILE IRON PIPE - DRAINAGE
61
241.12 FT
Begin Structure Station Offset End Structure Station Offset Length
6 111+05.62 20.38' RT 3 111+37.61 8.59' RT 33
7 111+00.16 -15.99' LT 3 111+37.61 8.59' RT 39
11 12+92.45 -38.83' LT 12 13+83.03 -46.59' LT 73
10 11+76.85 -40.39' LT 11 12+92.45 -38.83' LT 96
14 12+92.69 -31.78' LT 11 12+92.45 -38.83' LT 3
15 13+62.20 -38.21' LT 12 13+83.03 -46.59' LT 15
16 14+14.88 24.41' RT 12 13+83.03 -46.59' LT 73
18 15+17.93 -20.41' LT 19 16+86.47 0.00'166
19 16+86.47 0.00'20 17+81.00 -1.08' LT 91
35 21+62.05 34.94' RT 23 21+77.57 2.60' RT 31
34 20+71.54 -19.76' LT 22 20+70.02 -5.19' LT 11
26 16+86.47 -20.41' LT 19 16+86.47 0.00'16
29 18+06.39 -22.41' LT 20 17+81.00 -1.08' LT 29
30 18+06.40 21.41' RT 20 17+81.00 -1.08' LT 30
31 19+44.91 21.40' RT 21 19+60.25 -5.69' LT 27
32 19+73.47 -24.41' LT 21 19+60.25 -5.69' LT 18
33 20+07.08 17.47' RT 22 20+70.02 -5.19' LT 64
36 21+92.08 17.93' RT 23 21+77.57 2.60' RT 17
38 22+82.42 24.41' RT 24 22+46.04 11.45' RT 34
39 170+39.30 12.75' RT 24 170+06.19 -19.43' LT 42
41 24+70.77 -9.61' LT 42 26+30.80 -3.88' LT 156
42 26+30.80 -3.88' LT 43 28+20.15 -5.49' LT 184
49 180+72.25 -12.72' LT 41 181+13.76 3.69' RT 41
45 24+67.59 34.91' RT 41 24+70.77 -9.61' LT 41
46 25+97.85 -22.91' LT 42 26+30.80 -3.88' LT 34
50 26+66.19 -52.65' LT 42 26+30.80 -3.88' LT 56
47 27+81.29 -24.41' LT 43 28+20.15 -5.49' LT 39
51 27+80.54 27.41' RT 52 28+15.41 7.06' RT 36
56 29+71.25 -6.40' LT 57 31+40.03 -8.37' LT 165
55 29+48.90 18.37' RT 56 29+71.25 -6.40' LT 29
62 31+28.53 -27.12' LT 57 31+40.03 -8.37' LT 18
63 31+50.59 10.65' RT 57 31+40.03 -8.37' LT 18
65 200+43.59 -20.45' LT 64 200+34.43 3.46' RT 22
67 33+16.59 -22.94' LT 58 33+08.80 -8.85' LT 12
68 33+16.61 23.19' RT 58 33+08.80 -8.85' LT 28
69 33+41.59 -22.86' LT 59 33+48.29 -11.48' LT 9
70 33+41.61 23.09' RT 59 33+48.29 -11.48' LT 31
71 33+61.60 23.13' RT 59 33+48.29 -11.48' LT 33
72 33+61.60 -22.87' LT 60 33+68.00 -19.46' LT 3
79 210+48.19 -9.42' LT 81 210+38.67 0.00'9
80 210+53.35 15.76' RT 81 210+38.67 0.00'18
78 35+44.95 20.02' RT 75 35+62.46 -6.79' LT 27
77 35+63.55 -16.50' LT 74 35+55.23 -18.93' LT 5
8 11+76.22 18.95' RT 2 11+78.13 9.14' RT 6
9 11+80.17 -0.66' LT 2 11+78.13 9.14' RT 6
17 121+34.08 12.85' RT 13 121+35.74 -17.93' LT 27
52 28+15.41 7.06' RT 53 28+59.29 62.48' RT 67
54 28+15.41 28.01' RT 52 28+15.41 7.06' RT 16
40 24+17.22 -28.49' LT 41 24+70.77 -9.61' LT 54
48 29+01.17 -25.65' LT 43 28+20.15 -5.49' LT 79
81 34+70.65 -36.08' LT 73 34+50.50 -22.03' LT 21
83 50+59.97 24.80' RT 44 50+57.29 1.10' RT 20
Subtotal =2218
contingency=50
TOTAL 2268 FT
ITEM 241.12 SAY 2270 FT
12 INCH REINFORCED CONCRETE PIPE
62
241.15 FT
Begin Structure Station Offset End Structure Station Offset Length
20 17+81.00 -1.08' LT 21 19+60.25 -5.69' LT 174
21 19+60.25 -5.69' LT 22 20+70.02 -5.19' LT 102
57 31+40.03 -8.37' LT 58 33+08.80 -8.85' LT 162
CONTINGENCY 6
Subtotal =444
TOTAL 444 FT
ITEM 241.15 SAY 450 FT
15 INCH REINFORCED CONCRETE PIPE
63
241.18 FT
Begin Structure Station Offset End Structure Station Offset Length
1 10+36.95 -6.37' LT 2 11+78.13 9.14' RT 139
2 11+78.13 9.14' RT 3 12+30.09 22.51' RT 52
3 12+30.09 22.51' RT 4 12+91.05 53.91' RT 71
4 12+91.05 53.91' RT 5 13+05.85 64.87' RT 17
22 20+70.02 -5.19' LT 23 21+77.57 2.60' RT 102
23 21+77.57 2.60' RT 24 22+46.04 11.45' RT 64
43 51+95.38 44.94' RT 44 50+57.29 1.13' RT 140
76 35+70.36 -18.15' LT 75 35+62.46 -6.79' LT 10
75 35+62.46 -6.79' LT 74 35+55.23 -18.93' LT 9
CONTINGENCY 25
Subtotal =629
TOTAL 629 FT
ITEM 241.18 SAY 630 FT
18 INCH REINFORCED CONCRETE PIPE
64
241.24 FT
CONTINGENCY 50 FT
Subtotal =50
TOTAL 50 FT
ITEM 241.24 SAY 50 FT
24 INCH REINFORCED CONCRETE PIPE
65
241.36 FT
Begin Structure Station Offset End Structure Station Offset Length
58 33+08.80 -8.85' LT 59 33+48.29 -11.48' LT 35
59 33+48.29 -11.48' LT 60 33+68.00 -19.46' LT 17
66 32+99.92 -19.08' LT 58 33+08.80 -8.85' LT 9
CONTINGENCY 6
Subtotal =67
TOTAL 67 FT
ITEM 241.36 SAY 70 FT
36 INCH REINFORCED CONCRETE PIPE
To attach to Gutter Inlets in shallow cover areas and as noted below.
66
250.06 FT
Type Length
Sewer 75
Subtotal =75
TOTAL 75 FT
ITEM 250.06 SAY 75 FT
6 INCH POLYVINYL CHLORIDE SANITARY SEWER PIPE
67
250.08 FT
Type Length
Sewer 350
Subtotal =350
TOTAL 350 FT
ITEM 250.08 SAY 350 FT
8 INCH POLYVINYL CHLORIDE SANITARY SEWER PIPE
68
250.12 FT
Type Length
Sewer 400
Subtotal =400
TOTAL 400 FT
ITEM 250.12 SAY 400 FT
12 INCH POLYVINYLCHLORIDE SANITARY SEWER PIPE
69
271.12 FT
Structure Station/Offset Length
1 10+37 6.0' LT 20
9 11+80 0.7' LT 20
10 11+76 40.4' LT 20
2 11+78 9.1' RT 20
11 12+92 38.8' LT 20
26 16+86 20.4' LT 20
29 18+06 22.4' LT 20
30 18+06 21.4' RT 20
EX DMH 18+76 15.0' LT 10
31 19+45 21.4' RT 20
33 20+07 17.5' RT 20
23 21+78 2.6' RT 20
35 21+62 36.0' RT 10
--170+59 5.8' LT 10
38 22+82 24.4' RT 20
41 24+71 9.6' LT 20
42 26+30 3.9' LT 20
42 26+30 3.9' LT 34
EX DMH 26+56 33.7' LT 10
54 28+15 27.4' RT 30
53 60+61 13.0' RT 20
63 31+51 10.6' RT 20
64 32+6 34.0' RT 12
70 33+42 23.1' RT 20
71 33+61 24.0' RT 5
74 35+55 18.9' LT 38
77 35+64 16.5' LT 12
78 35+45 21.3' RT 20
83 50+59.97 24.8' RT 20
Subtotal =551
TOTAL 551 FT
ITEM 271.12 SAY 560 FT
12 INCH AND UNDER PIPE REMOVED AND STACKED
70
271.18 FT
Structure Station/Offset Length
4 12+91 53.9' RT 45
Subtotal =45
TOTAL 45 FT
ITEM 271.18 SAY 50 FT
18 INCH PIPE REMOVED AND STACKED
71
271.36 FT
Structure Station/Offset Length
66 33+00 19.1' LT 65
Subtotal =65
TOTAL 65 FT
ITEM 271.36 SAY 70 FT
36 INCH PIPE REMOVED AND STACKED
72
291.1 LS
CONTINGENCY 1 LS
ASSUME 20 AREAS, ASSUME 250 SF
5000 SF
ASSUME COST = $25/SF
$125000
TOTAL=1 LS
ITEM 291.1 SAY 1 LS
STORMWATER LANDSCAPE AREAS
73
309.LB
QTY
18000 LB
TOTAL=18000 LB
ITEM 309. SAY 18000 LB
DUCTILE IRON FITTINGS FOR WATER PIPE
74
347.1 FT
Type Length
Water 1000
Subtotal =1000
TOTAL 1000 FT
ITEM 347.1 SAY 1000 FT
1 INCH COPPER TUBING TYPE K
75
350.06 EA
Type Quantity
WATER 25
SUBTOTAL 25 EA
TOTAL 25 EA
ITEM 350.06 SAY 25 EA
6 INCH GATE AND GATE BOX
76
350.08 EA
Type Quantity
WATER 7
SUBTOTAL 7 EA
TOTAL 7 EA
ITEM 350.08 SAY 7 EA
8 INCH GATE AND GATE BOX
77
350.12 EA
Type Quantity
WATER 6
SUBTOTAL 6 EA
TOTAL 6 EA
ITEM 350.12 SAY 6 EA
12 INCH GATE AND GATE BOX
78
350.16 EA
Type Quantity
WATER 16
SUBTOTAL 16 EA
TOTAL 16 EA
ITEM 350.16 SAY 16 EA
16 INCH GATE AND GATE BOX
79
358.EA
Station O/S Type Quantity
STREET NAME 29
SUBTOTAL 29 EA
*CONTINGENCY=0 EA
TOTAL=29 EA
ITEM 358. SAY 29 EA
GATE BOX ADJUSTED
80
363.1 EA
Type Quantity
WATER 27
SUBTOTAL 27 EA
TOTAL 27 EA
ITEM 363.1 SAY 27 EA
1 INCH CORPORATION COCK
81
376.EA
Street Station O/S Quantity
19
SUBTOTAL=19 EA
CONTINGENCY=0 EA
TOTAL=19 EA
ITEM 376. SAY 19 EA
HYDRANT
82
384.EA
Quantity
27
SUBTOTAL 27 EA
CONTINGENCY 0 EA
TOTAL=27 EA
ITEM 384. SAY 27 EA
CURB STOP
83
390.LS
For Maintanence of Water Service During Construction
TOTAL=1 LS
ITEM 390. SAY 1 LS
TEMPORARY WATER BY-PASS SYSTEM
84
402.CY
Depth(FT)Area(SF)Volume (CF)
0.33 68864 22932
0.33 4012 1336
1.33 12840 17116
SUBTOTAL= 41,383 CF
SUBTOTAL=41383 CF
SUBTOTAL=1533 CY
TOTAL=1533 CY
ITEM 402. SAY 1540 CY
DENSE GRADED CRUSHED STONE FOR SUB-BASE
From Pavement Summary Sheet "D" Conduit Trench
From Pavement Summary Sheet "D" HMA Full Depth
From Pavement Summary Sheet "D" Raised Crossing
85
415.2 SY
FROM AREA SUMMARY PAGE 1:
From Area Summary Area
Mill & Overlay = 14,340 SY
TOTAL=14,340 SY
ITEM 415.2 SAY 14340 SY
PAVEMENT FINE MILLING
86
431.SY
Area
4,600 SF
4,600 SF
TOTAL=511 SY
ITEM 431. SAY 520 SY
HIGH EARLY STRENGTH CEMENT CONCRETE BASE
87
440.LB
Area (SF)Area (SY)
From Wheelchair Ramps Sheet "A" (WCR + Bike Ramp) 6180 686.67
From Driveways Sheet "B" (Cem Conc + HMA) 1805 200.56
From Sidewalk Sheet "C" (Cem Conc + HMA) 93190 10354.44
From Roadway Sheet "D" Full Depth Roadway 68864 7651.56
SUBTOTAL = 18893.22 SY
Calcium Chloride Application Rate = 1.5LB/SY 28339.833 LB
Assume 2 Applications 56679.667 LB
TOTAL=56680 LB
ITEM 440. SAY 56700 LB
CALCIUM CHLORIDE FOR ROADWAY DUST CONTROL
88
443.MGL
Area (SF) Area (SY)
129059 14339.89
Water Application Rate = 1 GAL Water/1 SY 14339.89 GAL
Assume 2 Applications 28679.77778 GAL
(1 MGL = 1000 GAL) 28.67977778 MGL
TOTAL=28.7 MGL
ITEM 443. SAY 29 MGL
From Pavement Sheet "D"
WATER FOR ROADWAY DUST CONTROL
89
450.22 TON
CONVERSION: 17.86 SY*IN=1 TON 0.056 TON/(SY*IN)
Depth (IN) Area (SF) Area (SY) Wt (TON)
HMA Sidewalk (Bike Lane)1.5 18470 2052 172.4
Utility Trench 1.0 31347 3483 195.0
Conduit Trench 1.0 12840 1427 79.9
HMA Driveway 1.5 520 58 4.9
Raised Crossing 1.5 4012 446 37.4
TOTAL= 490 TON
ITEM 450.22 SAY 490 TON
SUPERPAVE SURFACE COURSE – 9.5 (SSC – 9.5)
90
450.23 TON
CONVERSION: 17.86 SY*IN=1 TON 0.056 TON/(SY*IN)
Depth (IN) Area (SF) Area (SY) Wt (TON)
Full Depth Roadway From Sheet "D"1.75 68864 7652 749.9
MILL & OVERLAY From Sheet "D"1.75 129059 14340 1405.3
TOTAL= 2155 TON
ITEM 450.23 SAY 2160 TON
SUPERPAVE SURFACE COURSE - 12.5 (SSC - 12.5)
91
450.31 TON
CONVERSION: 17.86 SY*IN=1 TON 0.056 TON/(SY*IN)
Depth (IN) Area (SF) Area (SY) Wt (TON)
HMA Sidewalk (Bike Lane)2.0 18470 2052 229.8
HMA Driveway 2.5 520 58 8.1
Raised Crossing 4.5 4012 446 112.3
TOTAL= 350 TON
ITEM 450.31 SAY 355 TON
SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC -12.5)
92
450.32 TON
CONVERSION: 17.86 SY*IN=1 TON 0.056 TON/(SY*IN)
Depth (IN) Area (SF) Area (SY) Wt (TON)
Full Depth Roadway From Sheet "D"2.25 68864 7652 964.1
Utility Trench 5.5 31347 3483 1072.8
Conduit Trench 5.5 12840 1427 439.4
TOTAL= 2476 TON
ITEM 450.32 SAY 2480 TON
SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC - 19.0)
93
450.42 TON
CONVERSION: 17.86 SY*IN=1 TON 0.056 TON/(SY*IN)
Depth (IN) Area (SF) Area (SY) Wt (TON)
Full Depth Roadway From Sheet "D"4.0 68864 7652 1713.9
TOTAL= 1714 TON
ITEM 450.42 SAY 1715 TON
SUPERPAVE BASE COURSE - 37.5 (SBC - 37.5)
94
451.TON
For Utility trenches in full depth pavement Average Width = 4 feet
Includes SSC 9.5 and SIC-19.0 Depth of Pavement =6.5 inches
Item Number Length (FT)Width (FT)Depth (in)Area (SF)Area (SY)Wt (TON)
DIP 238.04 50 3.33 6.5 167 18.5 6.73
238.06 1000 3.5 6.5 3500 388.9 141.56
238.08 600 3.67 6.5 2202 244.7 89.06
238.1 30 4 6.5 120 13.3 4.85
238.12 750 4 6.5 3000 333.3 121.33
238.16 3050 4.33 6.5 13207 1467.4 534.13
238.18 130 4.5 6.5 585 65.0 23.66
PVC 250.06 75 3.5 6.5 263 29.2 10.62
250.08 350 3.67 6.5 1285 142.7 51.95
250.12 400 4 6.5 1600 177.8 64.71
RCP 241.12 0 4 6.5 0 0.0 0.00
241.15 450 4.33 6.5 1949 216.5 78.81
241.18 630 4.5 6.5 2835 315.0 114.66
241.24 50 5 6.5 250 27.8 10.11
241.36 70 6 6.5 420 46.7 16.99
SUBTOTAL=1269.2 TON
TOTAL=1269 TON
Patches after M&O
Contingency for Full Patches after Milling & Overlay 0 TON
TOTAL=0 TON
ITEM 451. SAY 1270 TON
HMA FOR PATCHING
95
452.GAL
Application
Area (SY) Rate (gal/SY) Total (GAL)
Area of HMA from Item 472.* 1604 0.07 225
Item 450.23 - Mill & Overlay 14340 0.09 1291
Item 450.23 - Full Depth Pavement 7652 0.07 536
Item 450.32 - Full Depth Pavement 7652 0.07 536
* assumes 2 applications are needed
TOTAL (GAL)=2586 GAL
ITEM 452. SAY 2590 GAL
ASPHALT EMULSION FOR TACK COAT
96
453.FT
Length (FT)
From Total Curb Installed (Summary Page D) x2 30848
At limits of paving
STREET NAME
Elm 55
West 39
State 38
New South 49
Masonic 34
Mayor Sean 12
Crafts 32
Old South 36
Center 26
Gothic 34
King 63
Pleasant 48
Strong Ave 45
Market 33
Bridge 36
Hawley 31
TOTAL=31459 FT
ITEM 453. SAY 31475 FT
HMA JOINT SEALANT
97
472.TON
CONVERSION:17.86 SY*IN = 1 TON 0.056 TON/(SY*IN)
Temp Ramps (assume 15 SF each)Depth (in)Area (SF)Area (SY)Wt (TON)
# Ramps 51 4 765 85 19
TEMP RAMP SUBTOTAL =19 TON
Length (LF)Volume (CF)Area (SY*IN)Wt (TON)
DW-1 4 80 60 80 4
item Diamter Depth (in)Length Width Area (SY)Wt (TON)
238.12 12 4 890 4 396 89
238.18 18 4 130 5 65 15
241.12 12 4 2268 4 1008 226
241.15 15 4 444 4 210 47
241.18 18 4 629 5 315 70
241.24 24 4 50 5 28 6
241.36 36 4 67 6 45 10
CONTINGENCY 40 TON
PIPE SUBTOTAL =463 TON
DRIVEWAY SUBTOTAL =970 TON
TOTAL=1451 TON
ITEM 472. SAY 1452 TON
To be used for temporary patching for access at drives and wheelchair ramps
Driveways (assume 0.75 SF Cross Section)
TEMPORARY ASPHALT PATCHING
To be used for temporary patching for pipe installation
98
482.3 FT
Quantity (FT)
940
TOTAL= 940 FT
ITEM 482.3 SAY 940 FT
SAWCUTTING ASPHALT PAVEMENT
99
504.FT
Length (FT)
Roadway Edge Curb 4420
Bike Lane Curb 6486
Landscape Curb 709
Median Curb 1100
Raised Crossing Curb 285
TOTAL=13000 FT
TOTAL NEW STRAIGHT CURB =13000
ITEM 504. SAY 13000 FT
GRANITE CURB TYPE VA4 - STRAIGHT
100
504.1 FT
Length (FT)
Roadway Edge Curb 1080
Bike Lane Curb 414
TOTAL=1494 FT
ITEM 504.1 SAY 1495 FT
GRANITE CURB TYPE VA4 - CURVED
101
509.
FT
AT DRIVEWAYS AND WHEELCHAIR RAMPS
820 FT
WHEELCHAIR RAMP SUBTOTAL=820 FT
TOTAL= 820 FT
ITEM 509. SAY 820 FT
GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS -
STRAIGHT
102
509.1 FT
AT DRIVEWAYS AND WHEELCHAIR RAMPS
Length
110 FT
WHEELCHAIR RAMP SUBTOTAL=110 FT
TOTAL= 110 FT
ITEM 509.1 SAY 110 FT
GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS - CURVED
103
516.EA
Quantity (EA)
54
TOTAL= 54 EA
ITEM 516. SAY 54 EA
GRANITE CURB CORNER TYPE A
104
594.FT
6020 FT
TOTAL 6020 FT
ITEM 594. SAY 6025 FT
CURB REMOVED AND DISCARDED
105
697.1 EA
Existing Proposed
Catch basins on STREET NAME 55 47
CONTINGENCY 5 EA
TOTAL=102 EA
ITEM 697.1 SAY 107 EA
SILT SACK
106
701.SY
Area (SF)
From Sidewalk Summary Sheet "C" 68749
TOTAL=68749 SF
TOTAL=7639 SY
ITEM 701. SAY 7640 SY
CEMENT CONCRETE SIDEWALK
107
701.1 SY
Area (SF)
From Driveway Summary "B" 1285
TOTAL=1285 SF
TOTAL=143 SY
ITEM 701.1 SAY 150 SY
CEMENT CONCRETE SIDEWALK AT DRIVEWAYS
108
701.2 SY
Area (SF)
From WCR Summary Sheet "A" - WCR + Bike Ramps 6180
TOTAL=6180 SF
TOTAL=687 SY
ITEM 701.2 SAY 690 SY
CEMENT CONCRETE PEDESTRIAN CURB RAMP
109
702.TON
Area (SF)
From Driveway Summary Sheet "B" 520
From Sidewalk Summary Sheet "C"18470
SUBTOTAL=18990 SF
TOTAL=2110 SY
2.5 inches
.0562 tons/sy*in
TOTAL=296.5 TON
ITEM 702. SAY 297 TON
HOT MIX ASPHALT SIDEWALK OR DRIVEWAY
110
706.7 SY
Area (SF)
From Sidewalk Summary Sheet "C" 5971
Price includes labor, setting bed, and asphalt base
TOTAL=5971 SF
TOTAL=663 SY
ITEM 706.7 SAY 670 SY
CONCRETE UNIT PAVER
111
706.8 SY
Area (SF)
From Sidewalk Summary Sheet "C" 8500
Price includes labor and:
Joints and 2" setting bed of ASTM No 8 stone
6" ASTM No 57 stone
16" ASTM No 2 stone
TOTAL=8500 SF
TOTAL=944 SY
ITEM 706.8 SAY 950 SY
PERMEABLE PAVER
112
706.9 SY
Area (SF)
Median in roadway 4600
Price includes labor, cobble paver, and gravel borrow base
Concrete reinforcement accounted for under:
431. HIGH EARLY STRENGTH CEMENT CONCRETE BASE
TOTAL=4600 SF
TOTAL=511 SY
ITEM 706.9 SAY 520 SY
COBBLE PAVER
113
707.1 EA
Quantity (EA)
Locations to be determined for 75% submission 40
TOTAL=40 EA
ITEM 782.423 SAY 40 EACH
PARK BENCH
707.19 EA
Quantity (EA)
Locations to be determined for 75% submission 24
TOTAL=24 EA
ITEM 782.423 SAY 24 EACH
GRANITE BENCH
Assume installation near City Hall/Station 20
and in plaza near First Churches/Station 25
707.2 EA
Quantity (EA)
Locations to be determined for 75% submission 30
TOTAL=30 EA
ITEM 782.423 SAY 30 EACH
TRASH RECEPTACLE
707.9 EA
Station O/S Quantity (EA)
STREET NAME X+XX X' RT 70
TOTAL=70 EA
ITEM 782.423 SAY 70 EACH
BICYCLE RACK
740 MO
18 MO
2 MO
TOTAL=20 MO
ITEM 740 SAY 20 MO
PLUS 2 ADDITIONAL MONTHS FOR ADDITIONAL
BEFORE/AFTER CONSTRUCTION=
EXPECTED CONSTRUCTION DURATION=
ENGINEERS FIELD OFFICE AND EQUIPMENT (TYPE A)
118
745 EA
Quantity (EA)
Locations to be determined for 75% submission 2
TOTAL=2 EA
ITEM 782.423 SAY 2 EACH
PEDESTRIAN BUS SHELTER
745.2 LS
Station O/S Quantity (EA)
STREET NAME X+XX X' RT 1
TOTAL=1 EA
ITEM 782.423 SAY 1 EACH
PEDESTRIAN BUS SHELTER REMOVED AND STACKED
748.LS
Assume 1 Lump Sum = 3% Total Cost
ITEM 748. SAY 1 LS
MOBILIZATION
121
751.CY
CONTINGENCY 0 CY
Loam & Seed Areas 1850 SF 205.5556 SY
Stormwater Areas 6000 SF 666.6667 SY
4" deep 22.8372 CY
10" deep 185.178 CY using as a stand-in for rainwater garden soil
TOTAL 208.015 CY
TOTAL=208 CY
ITEM 751. SAY 209 CY
LOAM BORROW
122
751.7 SY
CONTINGENCY 0 SY
6000 SF 666.6667 SY
using as a stand-in for rainwater garden soil
TOTAL=667 SY
ITEM 751.7 SAY 667 SY
COMPOST BLANKET
123
751.8 TON
CONTINGENCY 0 TON
42951 SF
3 feet deep 128853 CF
4772.33 CY
TOTAL 6681.27 TON
TOTAL=6681 TON
ITEM 751.8 SAY 6682 TON
STRUCTURAL SOIL
124
756.LS
CONTINGENCY 1 LS
TOTAL=1 LS
ITEM 756. SAY 1 LS
NPDES STORMWATER POLLUTION PREVENTION
125
765.SY
CONTINGENCY 0 SY
Loam & Seed Areas 1850 SF
TOTAL 1850 SF
205.556 SY
TOTAL=206 SY
ITEM 765. SAY 210 SY
SEEDING
126
767.7 SF
CONTINGENCY 0 SF
Quantity 3815 SF
TOTAL 3815 SF
TOTAL=3815 SF
ITEM 767.7 SAY 3820 SF
FLEXIPAVE
127
784 EA
Quantity (EA)
66
TOTAL=66 EA
ITEM 782.423 SAY 66 EACH
CANOPY TREE - 2.5-3 INCH CALIPER
796.8 LS
Quantity (EA)
3840
assumes plugs or other perennial for stormwater planting beds and mulch
TOTAL=3840 EA
ITEM 782.423 SAY 3840 EACH
PERENNIAL
811.36 EA
Item is for adjusting existing Fire Alarm covers in addition to EMH's 1
Contingency 0
TOTAL=1 EA
ITEM 811.36 SAY 1 EA
ELECTRIC MANHOLE ADJUSTED
130
811.37 EA
Item is for adjusting existing Fire Alarm handholes in addition to electric handholes
Quantity
11
CONTINGENCY 0
TOTAL=11 EA
ITEM 811.37 SAY 11 EA
ELECTRIC HANDHOLE ADJUSTED
131
816.01 LS
Item #Item Unit Price Quantity Total
819.00 TRAFFIC SIGNAL CONTROLLER AND CABINET 20,000.00$ 1 EA 20,000.00$
817.10 SIGNAL POST AND BASE STANDARD - 8 FOOT 1,300.00$ 2 EA 2,600.00$
812.30 STANDARD SIGNAL POST FOUNDATION - SD3.030 1,500.00$ 2 EA 3,000.00$
817.60 SIGNAL MAST ARM 20 FEET - STEEL 7,570.00$ 0 EA -$
817.61 SIGNAL MAST ARM 25 FEET - STEEL 8,000.00$ 1 EA 8,000.00$
817.62 SIGNAL MAST ARM 30 FEET - STEEL 8,450.00$ 1 EA 8,450.00$
817.63 SIGNAL MAST ARM 35 FEET - STEEL 9,700.00$ 0 EA -$
817.64 SIGNAL MAST ARM 40 FEET - STEEL 10,700.00$ 0 EA -$
817.65 SIGNAL MAST ARM 45 FEET - STEEL 11,900.00$ 1 EA 11,900.00$
812.40 SIGNAL MAST ARM FOUNDATION 11,980.00$ 3 EA 35,940.00$
818.42 PEDESTRIAN SIGNAL HEAD 687.50$ 4 EA 2,750.00$
818.13 SIGNAL HEAD 1 WAY, THREE SECTION 12 INCH LENS 797.50$ 9 EA 7,177.50$
818.14 SIGNAL HEAD 1 WAY, FOUR SECTION 12 INCH LENS 875.00$ 0 EA -$
818.15 SIGNAL HEAD 1 WAY, FIVE SECTION 12 INCH LENS 925.00$ 0 EA -$
818.81 BACK-PLATES FOR 12 INCH SIGNAL HEAD 168.50$ 27 EA 4,549.50$
819.02 VEHICLE DETECTOR (MIOVISION 360 CAMERA SYSTEM)14,000.00$ 1 EA 14,000.00$
819.850 PEDESTRIAN PUSH BUTTON 165.00$ 4 EA 660.00$
811.30 PULL BOX 8 X 23 INCHES - SD2.030 1,193.00$ 4 EA 4,772.00$
801.32 3 INCH ELECTRICAL CONDUIT - TYPE NM (DOUBLE)44.30$ 590 FT 26,137.00$
810.CONDUIT ENCASED IN CONCRETE - SD 4.041 105.00$ 0 FT -$
813.79 INTERCONNECT CABLE SYSTEM 34,350.00$ 1 LS 34,350.00$
813.80 SERVICE CONNECTION (OVERHEAD)2,700.00$ 0 LS -$
813.31 SERVICE CONNECTION (UNDERGROUND)3,850.00$ 1 LS 3,850.00$
819.04 R&R TRANSIT SIGNAL PRIORITY EQUIPMENT 1,000.00$ 1 LS 1,000.00$
819.05 R&R EMERGENCY VEHICLE PREEMPTION EQUIP 1,000.00$ 1 LS 1,000.00$
SUBTOTAL 190,136.00$
EQUIPMENT REMOVAL (10%)19,013.60$
WIRING/CONDUIT (5%)9,506.80$
TOTAL 218,656.40$
ITEM 816.01 SAY 1 LS
TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 1
Main Street at West Street/Elm Street
132
816.02 LS
Item #Item Unit Price Quantity Total
819.00 TRAFFIC SIGNAL CONTROLLER AND CABINET 20,000.00$ 1 EA 20,000.00$
817.10 SIGNAL POST AND BASE STANDARD - 8 FOOT 1,300.00$ 6 EA 7,800.00$
812.30 STANDARD SIGNAL POST FOUNDATION - SD3.030 1,500.00$ 6 EA 9,000.00$
817.60 SIGNAL MAST ARM 20 FEET - STEEL 7,570.00$ 1 EA 7,570.00$
817.61 SIGNAL MAST ARM 25 FEET - STEEL 8,000.00$ 1 EA 8,000.00$
817.62 SIGNAL MAST ARM 30 FEET - STEEL 8,450.00$ 0 EA -$
817.63 SIGNAL MAST ARM 35 FEET - STEEL 9,700.00$ 2 EA 19,400.00$
817.64 SIGNAL MAST ARM 40 FEET - STEEL 10,700.00$ 0 EA -$
817.65 SIGNAL MAST ARM 45 FEET - STEEL 11,900.00$ 0 EA -$
812.40 SIGNAL MAST ARM FOUNDATION 11,980.00$ 4 EA 47,920.00$
818.42 PEDESTRIAN SIGNAL HEAD 687.50$ 6 EA 4,125.00$
818.13 SIGNAL HEAD 1 WAY, THREE SECTION 12 INCH LENS 797.50$ 9 EA 7,177.50$
818.14 SIGNAL HEAD 1 WAY, FOUR SECTION 12 INCH LENS 875.00$ 3 EA 2,625.00$
818.15 SIGNAL HEAD 1 WAY, FIVE SECTION 12 INCH LENS 925.00$ 1 EA 925.00$
818.81 BACK-PLATES FOR 12 INCH SIGNAL HEAD 168.50$ 44 EA 7,414.00$
819.02 VEHICLE DETECTOR (MIOVISION 360 CAMERA SYSTEM)14,000.00$ 1 EA 14,000.00$
819.850 PEDESTRIAN PUSH BUTTON 165.00$ 6 EA 990.00$
811.30 PULL BOX 8 X 23 INCHES - SD2.030 1,193.00$ 8 EA 9,544.00$
801.32 3 INCH ELECTRICAL CONDUIT - TYPE NM (DOUBLE)44.30$ 1300 FT 57,590.00$
810.CONDUIT ENCASED IN CONCRETE - SD 4.041 105.00$ 0 FT -$
813.79 INTERCONNECT CABLE SYSTEM 34,350.00$ 0 LS -$
813.80 SERVICE CONNECTION (OVERHEAD)2,700.00$ 0 LS -$
813.31 SERVICE CONNECTION (UNDERGROUND)3,850.00$ 1 LS 3,850.00$
819.04 R&R TRANSIT SIGNAL PRIORITY EQUIPMENT 1,000.00$ 1 LS 1,000.00$
819.05 R&R EMERGENCY VEHICLE PREEMPTION EQUIP 1,000.00$ 1 LS 1,000.00$
SUBTOTAL 229,930.50$
EQUIPMENT REMOVAL (10%)22,993.05$
WIRING/CONDUIT (5%)11,496.53$
TOTAL 264,420.08$
ITEM 816.02 SAY 1 LS
TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 2
Main Street at New South Street/State Street
133
816.03 LS
Item #Item Unit Price Quantity Total
819.00 TRAFFIC SIGNAL CONTROLLER AND CABINET 20,000.00$ 1 EA 20,000.00$
817.10 SIGNAL POST AND BASE STANDARD - 8 FOOT 1,300.00$ 6 EA 7,800.00$
812.30 STANDARD SIGNAL POST FOUNDATION - SD3.030 1,500.00$ 6 EA 9,000.00$
817.60 SIGNAL MAST ARM 20 FEET - STEEL 7,570.00$ 0 EA -$
817.61 SIGNAL MAST ARM 25 FEET - STEEL 8,000.00$ 0 EA -$
817.62 SIGNAL MAST ARM 30 FEET - STEEL 8,450.00$ 0 EA -$
817.63 SIGNAL MAST ARM 35 FEET - STEEL 9,700.00$ 1 EA 9,700.00$
817.64 SIGNAL MAST ARM 40 FEET - STEEL 10,700.00$ 2 EA 21,400.00$
817.65 SIGNAL MAST ARM 45 FEET - STEEL 11,900.00$ 1 EA 11,900.00$
812.40 SIGNAL MAST ARM FOUNDATION 11,980.00$ 4 EA 47,920.00$
818.42 PEDESTRIAN SIGNAL HEAD 687.50$ 8 EA 5,500.00$
818.13 SIGNAL HEAD 1 WAY, THREE SECTION 12 INCH LENS 797.50$ 14 EA 11,165.00$
818.14 SIGNAL HEAD 1 WAY, FOUR SECTION 12 INCH LENS 875.00$ 0 EA -$
818.15 SIGNAL HEAD 1 WAY, FIVE SECTION 12 INCH LENS 925.00$ 1 EA 925.00$
818.81 BACK-PLATES FOR 12 INCH SIGNAL HEAD 168.50$ 47 EA 7,919.50$
819.02 VEHICLE DETECTOR (MIOVISION 360 CAMERA SYSTEM)14,000.00$ 1 EA 14,000.00$
819.850 PEDESTRIAN PUSH BUTTON 165.00$ 8 EA 1,320.00$
811.30 PULL BOX 8 X 23 INCHES - SD2.030 1,193.00$ 5 EA 5,965.00$
801.32 3 INCH ELECTRICAL CONDUIT - TYPE NM (DOUBLE)44.30$ 1620 FT 71,766.00$
810.CONDUIT ENCASED IN CONCRETE - SD 4.041 105.00$ 230 FT 24,150.00$
813.79 INTERCONNECT CABLE SYSTEM 34,350.00$ 1 LS 34,350.00$
813.80 SERVICE CONNECTION (OVERHEAD)2,700.00$ 0 LS -$
813.31 SERVICE CONNECTION (UNDERGROUND)3,850.00$ 1 LS 3,850.00$
819.04 R&R TRANSIT SIGNAL PRIORITY EQUIPMENT 1,000.00$ 1 LS 1,000.00$
819.05 R&R EMERGENCY VEHICLE PREEMPTION EQUIP 1,000.00$ 1 LS 1,000.00$
SUBTOTAL 310,630.50$
EQUIPMENT REMOVAL (10%)31,063.05$
WIRING/CONDUIT (5%)15,531.53$
TOTAL 357,225.08$
ITEM 816.03 SAY 1 LS
TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 3
Main Street at King Street/Pleasant Street
134
816.04 LS
Item #Item Unit Price Quantity Total
819.00 TRAFFIC SIGNAL CONTROLLER AND CABINET 20,000.00$ 1 EA 20,000.00$
817.10 SIGNAL POST AND BASE STANDARD - 8 FOOT 1,300.00$ 3 EA 3,900.00$
812.30 STANDARD SIGNAL POST FOUNDATION - SD3.030 1,500.00$ 3 EA 4,500.00$
817.60 SIGNAL MAST ARM 20 FEET - STEEL 7,570.00$ 2 EA 15,140.00$
817.61 SIGNAL MAST ARM 25 FEET - STEEL 8,000.00$ 2 EA 16,000.00$
817.62 SIGNAL MAST ARM 30 FEET - STEEL 8,450.00$ 0 EA -$
817.63 SIGNAL MAST ARM 35 FEET - STEEL 9,700.00$ 0 EA -$
817.64 SIGNAL MAST ARM 40 FEET - STEEL 10,700.00$ 0 EA -$
817.65 SIGNAL MAST ARM 45 FEET - STEEL 11,900.00$ 0 EA -$
812.40 SIGNAL MAST ARM FOUNDATION 11,980.00$ 4 EA 47,920.00$
818.42 PEDESTRIAN SIGNAL HEAD 687.50$ 8 EA 5,500.00$
818.13 SIGNAL HEAD 1 WAY, THREE SECTION 12 INCH LENS 797.50$ 7 EA 5,582.50$
818.14 SIGNAL HEAD 1 WAY, FOUR SECTION 12 INCH LENS 875.00$ 0 EA -$
818.15 SIGNAL HEAD 1 WAY, FIVE SECTION 12 INCH LENS 925.00$ 2 EA 1,850.00$
818.81 BACK-PLATES FOR 12 INCH SIGNAL HEAD 168.50$ 31 EA 5,223.50$
819.02 VEHICLE DETECTOR (MIOVISION 360 CAMERA SYSTEM)14,000.00$ 1 EA 14,000.00$
819.850 PEDESTRIAN PUSH BUTTON 165.00$ 8 EA 1,320.00$
811.30 PULL BOX 8 X 23 INCHES - SD2.030 1,193.00$ 4 EA 4,772.00$
801.32 3 INCH ELECTRICAL CONDUIT - TYPE NM (DOUBLE)44.30$ 550 FT 24,365.00$
810.CONDUIT ENCASED IN CONCRETE - SD 4.041 105.00$ 0 FT -$
813.79 INTERCONNECT CABLE SYSTEM 34,350.00$ 0 LS -$
813.80 SERVICE CONNECTION (OVERHEAD)2,700.00$ 1 LS 2,700.00$
813.31 SERVICE CONNECTION (UNDERGROUND)3,850.00$ 0 LS -$
819.04 R&R TRANSIT SIGNAL PRIORITY EQUIPMENT 1,000.00$ 1 LS 1,000.00$
819.05 R&R EMERGENCY VEHICLE PREEMPTION EQUIP 1,000.00$ 1 LS 1,000.00$
SUBTOTAL 174,773.00$
EQUIPMENT REMOVAL (10%)17,477.30$
WIRING/CONDUIT (5%)8,738.65$
TOTAL 200,988.95$
ITEM 816.04 SAY 1 LS
TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 4
Main Street at Market Street/Hawley Street
135
820.14 LS
LIGHT FIXTURES & ELECTRICAL
Item Quantity Unit Price Subtotal
25' height, 6' arm, roadway fixture 64 EA 21,750.00$ 1,392,000.00$
Item Quantity Unit Price Subtotal
Concrete footing per fixture 64 EA 700.00$ 44,800.00$
Conduit 4500 LF 25.00$ 112,500.00$
TOTAL 1,549,300.00$
TOTAL=1 LS
ITEM 820.14 SAY 1 LS
ROADWAY LIGHTING
136
820.15 LS
LIGHT FIXTURES & ELECTRICAL
Item Quantity Unit Price Subtotal
16' height pedestrian post fixture 26 EA 4,000.00$ 260,000.00$
Item Quantity Unit Price Subtotal
Concrete footing per fixture 26 EA 700.00$ 18,200.00$
Conduit 1500 LF 25.00$ 37,500.00$
TOTAL 315,700.00$
TOTAL=1 LS
ITEM 820.15 SAY 1 LS
PEDESTRIAN LIGHTING
137
823.71 EA
Item Quantity
Existing roadway lighting fixture 33 EA must assume overhead wire cost in price
TOTAL=33 EA
ITEM 823.71 SAY 33 EA
HIGHWAY LIGHTING POLE AND LUMINAIRE REMOVED AND STACKED
138
823.72 EA
Item Quantity
Existing roadway light foundation 33 EA
TOTAL=33 EA
ITEM 823.72 SAY 33 EA
REMOVE CONCRETE FOUNDATION FOR ROADWAY LIGHTING
139
832.SF
Sign Station Area (SF)
STREET NAME
X+XX X' RT 501.15
TOTAL=501 SF
ITEM 832. SAY 505 SF
O/S
WARNING-REGULATORY AND ROUTE MARKER -
140
847.1 EA
Sign Station Quantity
STREET NAME
X+XX X' RT 80
TOTAL=80 EA
ITEM 847.1 SAY 80 EA
Offset
SIGN SUP (N/GUIDE)+RTE MKR W/1 BRKWAY POST ASSEMBLY -
STEEL
141
850.41 HR
ASSUME A FLAGGER IS REQUIRED FOR 18 MONTHS PERIOD.
Total =4380 HR
SUBTOTAL=4380 HR
TOTAL=4380 HR
ITEM 850.41 SAY 4380 HR
ROADWAY FLAGGER
142
852.SF
Sign Unit Area (SF)Quantity Total Area (SF)
5.00 0 375.00
TOTAL=375.00 SF
ITEM 852. SAY 380 SF
SAFETY SIGNING FOR TRAFFIC MANAGEMENT
143
852.11 FT
ASSUME 1 SETUP NEEDED AT A TIME, REFER TO TRAFFIC MANAGEMENT PLAN
ASSUME TOTAL LENGTH IS 500 FT
ASSUME THE SYSTEM NEEDS TO BE RESET APPROXIMATLEY 15 TIMES 7500 FT
TOTAL=7500 FT
ITEM 852.11 SAY 7500 FT
TEMPORARY PEDESTRIAN BARRICADE
144
852.12 EA
Number of Temporary Ramps Needed
= 45 Ramps
TOTAL=45 EA
ITEM 852.12 SAY 45 EA
TEMPORARY PEDESTRAIN RAMP
145
856.DAY
Time (Day)
During Construction 550
TOTAL=550 DAY
ITEM 856. SAY 550 DAY
ARROW BOARD
146
856.12 DAY
Time (Day)
During Construction 550
1 month before Construction 30
TOTAL=580 DAY
ITEM 856.12 SAY 580 DAY
For use at the start and end of the project. For use to alert the public of the raised intersection work at XX/XX
PORTABLE CHANGEABLE MESSAGE SIGN
147
859.DAY
Quantity Time (Days)
50 550
X Drums x X days= 27500 DAYS
TOTAL=27500 DAY
ITEM 859. SAY 27500 DAY
REFLECTORIZED DRUM
148
864.04 SF
All Arrows and Legends are Shared Lane Use Markings "Sharrows"
Type Qty Area Per Ea (SF)Area (SF)
Bike Lane Symbol 32 11 352
Bike Box Symbol 2 5 10
Yield Line Symbols (Bike Lane)104 0.25 26
Accessible Parking Symbols 7 7 49
Through Arrow 6 14 84
Left/Right Arrow 16 16 256
Thru/Turn Arrow 4 27 108
Bus Symbol 6 30 180
TOTAL=1065 SF
ITEM 864.04 SAY 1070 SF
PAVEMENT ARROWS AND LEGENDS REFLECTORIZED
149
864.1 SF
Type Legnth Width Area (SF)
Bike Cross 920 6 1840
Bike Cross 135 8 360
Bike Cross 32 10 107
Bike Box
TOTAL=2306.667 SF
ITEM 864.1 SAY 2400 SF
GREEN FRICTION SURFACE (THERMOPLASTIC)
150
864.15 SF
Type Legnth Width Area (SF)
Bus Lane 3602.5
TOTAL=3602.5 SF
ITEM 864.15 SAY 3700 SF
RED FRICTION SURFACE (THERMOPLASTIC)
151
864.2 SF
Type Area (SF)
Rainbow Crosswalk 140
TOTAL=140 SF
ITEM 864.2 SAY 200 SF
RAINBOW FRICTION SURFACE (THERMOPLASTIC)
152
866.106
FT
Type Length (FT)
STREET NAME
X+XX X+XX SWL 6050
DWL 325
bike conflict DWL 613.333333
Bike SL/crosswalks 924.5
TOTAL=7912.8333 FT
ITEM 866.106 SAY 7950 FT
Station
6 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)
153
866.112
FT
Type Length (FT)
STREET NAME
X+XX X+XX SL 480
chevrons 5 60
TOTAL=540 FT
ITEM 866.112 SAY 540 FT
Station
12 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)
154
866.124 FT
24" CW BARS
Length
(FT)
24" CW bars 2450
TOTAL =2450 FT
ITEM 866.124 SAY 2450 FT
24 INCH REFLECTORIZED WHITE LINE
(THERMOPLASTIC)
155
867.106 FT
Type Length (FT)
Dix St
X+XX X+XX YL 4015
TOTAL=4015 FT
ITEM 867.106 SAY 4020 FT
Station
6 INCH REFLECTORIZED YELLOW LINE (THERMOPLASTIC)
156
874.2 EA
Sign Station Quantity
STREET NAME
X+XX X'LT 105
Subtotal=105 EA
CONTINGENCY=0 EA
TOTAL=105 EA
ITEM 874.2 SAY 105 EA
O/S
TRAFFIC SIGN REMOVED AND RESET
157
877.1 EA
Sign Station Quantity
STREET NAME
X+XX X'RT 105
Subtotal=105 EA
CONTINGENCY=0 EA
TOTAL=105 EA
ITEM 877.1 SAY 105 EA
O/S
SIGN POST REMOVED AND DISCARDED
158