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You are here: Project Listing » Project 23-02 / Contract 23-02

Project Items

Line Item Number Description Units Quantity
Base Bid
Schedule A: Street Improvements
1 2021.501 MOBILIZATION LS 1
2 2101.502 CLEARING EACH 5
3 2101.502 GRUBBING EACH 5
4 2104.502 REMOVE SIGN EACH 10
5 2104.502 SALVAGE MAIL BOX SUPPORT EACH 25
6 2104.503 REMOVE CURB & GUTTER L F 15,171
7 2104.503 SAWING BIT PAVEMENT (FULL DEPTH) L F 1,820
8 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) L F 800
9 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 735
10 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 200
11 2104.518 REMOVE BITUMINOUS WALK S F 3,980
12 2104.518 REMOVE CONCRETE WALK S F 3,330
13 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1
14 2104.618 SALVAGE & REINSTALL STONE PAVER DRIVEWAY S F 90
15 2105.610 EXPLORATORY EXCAVATION HOUR 10
16 2106.507 EXCAVATION - SUBGRADE C Y 215
17 2106.507 STABILIZING AGGREGATE C Y 215
18 2106.509 STABILIZING AGGREGATE TON 100
19 2118.507 AGGREGATE SURFACING (CV) CLASS 2 C Y 140
20 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 100
21 2130.523 WATER MGAL 50
22 2211.507 AGGREGATE BASE (CV) CLASS 5 C Y 90
23 2231.604 BITUMINOUS PATCH SPECIAL TON 1,343
24 2232.504 MILL BITUMINOUS SURFACE (2.0") S Y 39,366
25 2232.504 MILL BITUMINOUS SURFACE (FULL DEPTH) S Y 13,778
26 2232.504 MILL BITUMINOUS SURFACE (VARIABLE DEPTH) S Y 74,846
27 2356.504 BITUMINOUS SEAL COAT S Y 28,344
28 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK S Y 1,100
29 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,B) TON 13,035
30 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,C) TON 1,180
31 2360.509 TYPE SP 12.5 WEARING COURSE MIX (3,C) TON 1,966
32 2521.518 5" CONCRETE WALK S F 1,800
33 2521.518 6" CONCRETE WALK S F 2,595
34 2531.503 7" CONCRETE VALLEY GUTTER L F 216
35 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 690
36 2531.503 CONCRETE CURB & GUTTER DESIGN D412 L F 14,606
37 2531.504 7" CONCRETE DRIVEWAY PAVEMENT S Y 200
38 2531.604 7" CONCRETE DRIVEWAY PAVEMENT SPECIAL S Y 30
39 2531.618 TRUNCATED DOMES S F 296
40 2540.602 INSTALL MAIL BOX SUPPORT EACH 25
41 2540.602 MAIL BOX EACH 10
42 2540.602 MAIL BOX SUPPORT EACH 10
43 2540.602 TEMPORARY MAIL BOX EACH 544
44 2563.601 TRAFFIC CONTROL LS 1
45 2572.510 PRUNE TREES HOUR 20
46 2573.501 STABILIZED CONSTRUCTION EXIT LS 1
47 2573.503 SILT FENCE, TYPE HI L F 200
48 2573.503 FLOTATION SILT CURTAIN TYPE STILL WATER L F 100
49 2573.503 SEDIMENT CONTROL LOG TYPE STRAW L F 1,700
50 2573.503 SEDIMENT CONTROL LOG TYPE ROCK L F 200
51 2575.504 RAPID STABILIZATION METHOD 4 S Y 200
52 2575.504 ROLLED EROSION PREVENTION CATEGORY 20 S Y 200
53 2575.523 WATER MGAL 325
54 2575.523 RAPID STABILIZATION METHOD 3 MGAL 5
55 2575.604 PERMANENT TURF ESTABLISHMENT S Y 8,176
56 2575.604 TEMPORARY STABILIZATION S Y 3,000
57 2582.503 4" DBLE SOLID LINE PAINT L F 5,390
58 2582.503 4" SOLID LINE PAINT L F 10,775
59 2582.503 24" SOLID LINE PAINT L F 160
60 2582.518 CROSSWALK PAINT S F 252
Schedule B: Storm Sewer Improvements
61 2021.501 MOBILIZATION LS 1
62 2101.502 CLEARING EACH 42
63 2101.502 GRUBBING EACH 26
64 2104.502 REMOVE CASTING EACH 5
65 2104.502 REMOVE DRAINAGE STRUCTURE EACH 11
66 2104.503 REMOVE PIPE DRAIN L F 100
67 2104.503 REMOVE SEWER PIPE (STORM) L F 440
68 2106.607 EXCAVATION - CHANNEL AND POND (LV) C Y 50
69 2106.607 EXCAVATION - CHANNEL AND POND (LV) (SPECIAL 1) C Y 25
70 2106.607 EXCAVATION - CHANNEL AND POND (LV) (SPECIAL 2) C Y 50
71 2106.507 12" RC PIPE APRON EACH 2
72 2502.503 6" PERF TP PIPE DRAIN L F 150
73 2502.602 6" TP PIPE DRAIN CLEAN OUT EACH 1
74 2502.602 CONNECT TO EXISTING PIPE DRAIN EACH 5
75 2503.503 12" PVC PIPE SEWER L F 8
76 2503.503 12" RC PIPE SEWER DES 3006 CLASS V L F 132
77 2503.503 15" RC PIPE SEWER DES 3006 CLASS V L F 96
78 2503.503 18" RC PIPE SEWER DES 3006 CLASS V L F 118
79 2503.503 24" RC PIPE SEWER DES 3006 CLASS III L F 8
80 2503.503 27" RC PIPE SEWER DES 3006 CLASS III L F 16
81 2503.603 CLEAN PIPE SEWER L F 180
82 2504.601 IRRIGATION SYSTEM REPAIR LS 1
83 2506.502 ADJUST FRAME & RING CASTING EACH 202
84 2506.502 CASTING ASSEMBLY EACH 30
85 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 24
86 2506.602 6" TOP SLAB FOR 48-4020 STRUCTURE EACH 7
87 2506.602 CHIMNEY SEAL EACH 26
88 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 10
89 2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3') EACH 12
90 2506.602 FILL STRUCTURE SUMP EACH 107
91 2506.602 GROUT CATCH BASIN OR MANHOLE EACH 173
92 2511.507 RANDOM RIPRAP CLASS III C Y 34
93 2573.501 STORM DRAIN INLET PROTECTION EACH 180
Schedule C: Watermain Improvements
94 2021.501 MOBILIZATION LS 1
95 2104.502 REMOVE VALVE BOX EACH 1
96 2105.610 EXPLORATORY EXCAVATION HOUR 10
97 2106.601 DEWATERING LS 1
98 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON 250
99 2504.602 ADJUST VALVE BOX EACH 30
100 2504.602 BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE EACH 51
101 2504.602 BOLT & VALVE BOX REPLACEMENT - VALVE EACH 43
102 2504.602 6" GATE VALVE EACH 1
103 2504.602 8" GATE VALVE EACH 1
104 2504.602 HYDRANT EACH 1
105 2504.602 INSTALL HYDRANT LEAD RESTRAINT EACH 1
106 2504.602 METER BOX COVER EACH 3
107 2504.602 VALVE BOX SECTION EACH 10
108 2504.604 4" POLYSTYRENE INSULATION S Y 50
109 2504.608 DUCTILE IRON FITTINGS LB 300
Schedule D: Sanitary Sewer Improvements
110 2021.501 MOBILIZATION LS 1
111 2104.502 REMOVE CASTING EACH 3
112 2506.502 ADJUST FRAME & RING CASTING EACH 171
113 2506.502 CASTING ASSEMBLY EACH 3
114 2506.503 RECONSTRUCT DRAINAGE STRUCTURE L F 14
115 2506.602 CHIMNEY SEAL EACH 171
Schedule E: Water Quality Improvements
116 2021.501 MOBILIZATION LS 1
117 2104.503 REMOVE SEWER PIPE (STORM) L F 48
118 2503.503 12" RC PIPE SEWER DES 3006 CLASS III L F 8
119 2503.503 15" RC PIPE SEWER DES 3006 CLASS III L F 8
120 2503.503 18" RC PIPE SEWER DES 3006 CLASS III L F 8
121 2503.503 24" RC PIPE SEWER DES 3006 CLASS III L F 8
122 2503.503 27" RC PIPE SEWER DES 3006 CLASS III L F 16
123 2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC 1 - 60" W/ SAFL EACH 1
124 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 2 - 72" W/ SAFL EACH 1
Alternate 1
Schedule F: Alternate 1
125 2021.501 MOBILIZATION LS 1
126 2104.502 SALVAGE SIGN EACH 1
127 2104.503 REMOVE CURB & GUTTER L F 313
128 2104.518 REMOVE CONCRETE WALK S F 212
129 2106.507 EXCAVATION - SUBGRADE C Y 20
130 2106.507 STABILIZING AGGREGATE C Y 20
131 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 2
132 2231.604 BITUMINOUS PATCH SPECIAL TON 60
133 2232.504 MILL BITUMINOUS SURFACE (VARIABLE DEPTH) S Y 7,239
134 2356.504 BITUMINOUS SEAL COAT S Y 7,239
135 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,B) TON 818
136 2504.602 ADJUST VALVE BOX EACH 2
137 2504.602 VALVE BOX SECTION EACH 2
138 2506.502 ADJUST FRAME & RING CASTING EACH 7
139 2506.602 CHIMNEY SEAL EACH 2
140 2506.602 FILL STRUCTURE SUMP EACH 1
141 2506.602 GROUT CATCH BASIN OR MANHOLE EACH 3
142 2521.518 6" CONCRETE WALK S F 460
143 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 313
144 2531.618 TRUNCATED DOMES S F 22
145 2563.601 TRAFFIC CONTROL LS 1
146 2564.502 INSTALL SIGN EACH 1
147 2573.501 STABILIZED CONSTRUCTION EXIT LS 1
148 2573.501 STORM DRAIN INLET PROTECTION EACH 8
149 2573.503 SEDIMENT CONTROL LOG TYPE STRAW L F 100
150 2575.523 WATER MGAL 10
151 2575.604 PERMANENT TURF ESTABLISHMENT S Y 140
152 2575.604 TEMPORARY STABILIZATION S Y 1
153 2582.503 4" BROKEN LINE PAINT L F 185
154 2582.503 4" DBLE SOLID LINE PAINT L F 185
155 2582.503 4" SOLID LINE PAINT L F 195
156 2582.503 24" SOLID LINE PAINT L F 48
157 2582.518 CROSSWALK PAINT S F 144
158 2582.518 PAVT MSSG PAINT S F 82