A B C D E F G
1 Bid Schedule: 1st Street Reconstruction
2 Company Name:_______________________ Addendum #2
4 Item No. CDOT, City Ref. Description Quantity Units Unit Price Total Price
7 1 108.2 8" Storm Drain Pipe (RCP)
 10.00 LF   $ -
8 2 108.2 12" Storm Drain Pipe (RCP)
 358.00 LF   $ -
9 3 108.2 30" Storm Drain Pipe (RCP)
 5.00 LF   $ -
10 4 108.2 42" Storm Drain Pipe (RCP)
 406.00 LF   $ -
11 5 108.5 Connect to Existing Manhole
 4.00 EA   $ -
12 6 108.5 Adjust storm Manhole Rim to Finish Grade (Replace ring and cover with Watertight)
 2.00 EA   $ -
13 7 108.6 Storm Sewer Basic Manhole (48" I.D.)
 1.00 EA   $ -
14 8 108.6 Storm Manhole Cast in place Base (48" I.D.)(E1-232-014 total height 11.9 feet and D4252-031 total height 15 feet)(Price to include vertical height of 48" Barrel section manhole)
 2.00 EA   $ -
15 9 108.6 Storm Manhole Drop (E1-231-014A)(total height 9.95 Feet)
 1.00 EA   $ -
16 10 108.6 Single Storm Drain Inlet (Large Area Inlet)
 9.00 EA   $ -
17 11 108.6 Single Storm Drain Inlet (Vertical Curb) 3.00 EA   $ -
18 12 202 Removal of Asphalt Mat (Milling)(1"-8")
 18,150.00 SY   $ -
19 13 202 Removal of concrete. Remove concrete as shown* indicated by cross hatch pattern(includes but not limited to Saw Cutting, curb, gutter, sidewalks, driveways slabs v-pans, curb ramps, intersection corners and aprons)
 2,711.00 SY   $ -
20 14 202 Remove Tree
 9.00 EA   $ -
21 15 202 Removal of Bush
 43.00 EA   $ -
22 16 202 Removal of Sod
 4,900.00 SF   $ -
23 17 202 Removal of Manhole (Storm)
 2.00 EA   $ -
24 18 202 Removal of Inlet
 8.00 EA   $ -
25 19 202 Removal of Ground Sign
 1.00 EA   $ -
26 20 202 Removal of Pipe (12" and Smaller)
 305.00 LF   $ -
27 21 202 Removal of Pipe (18" and Larger)
 75.00 LF   $ -
28 22 202 Abandon Pipe by plugging Open end
 2.00 EA   $ -
29 23 202 Removal of wood boarder
 171.00 LF   $ -
30 24 202 Removal of Parking Chalks
 4.00 EA   $ -
31 25 202 Removal of Fence
 64.00 LF   $ -
32 26 202 Remove post
 7.00 EA   $ -
33 27 202 Remove buisness sign base (901 and 935 N 1st St and 2582 HWY 6 & 50)
 5.00 EA   $ -
34 28 202 Remove Pole Foundation
 1.00 EA   $ -
35 29 202 Remove Light Pole
 2.00 EA   $ -
36 30 203 Potholing
 Lump sum   $ -
37 31 203 Unclassified Excavation
 13,658.00 CY   $ -
38 32 203 Sweeping with Pick-up Broom
 70.00 HR   $ -
39 33 203 Disposal of Radioctive Materials
 250.00 CY   $ -
40 34 206 Structural Backfill (Flowfill)(as Required)
 100.00 CY   $ -
41 35 208 Storm Drain Inlet Protection
 14.00 EA   $ -
42 36 208 Concrete Washout Facility
 4.00 EA   $ -
43 37 208 Vehical track Pad
 4.00 EA   $ -
44 38 208 Erosion Control (Complete In Place)
 Lump sum   $ -
45 39 209 Dust Abatement
 120.00 Day   $ -
46 40 210 Reset Sprinkler System ( Complete in Place)
 6.00 EA   $ -
47 41 210 Reset Sign Panel
 21.00 EA   $ -
48 42 210 Adjust Water Valve to Finish Grade
 20.00 EA   $ -
49 43 210 Reset Fire Hydrant
 1.00 EA   $ -
50 44 210 Adjust Water meter to Finished Grade
 27.00 EA   $ -
51 45 210 Rest Backflow Preventor
 3.00 EA   $ -
52 46 210 Temporary Sidewalk
 100.00 LF   $ -
53 47 210 Adjust Manhole to Finished Grade
 10.00 EA   $ -
54 48 210 Adjust SSCO to Finished Grade
 23.00 EA   $ -
55 49 210 Reset Parking Blocks
 6.00 EA   $ -
56 50 210 Reset Business (Sign) (Price to include new Base)
 2.00 EA   $ -
57 51 210 Reference and Reset Monitoring Well Covers(Protect Monitoring Well in Place)
 9.00 EA   $ -
58 52 212 Sod (Behind BOW to restore sodded areas
 2,205.00 SF   $ -
59 53 213 Inorganic mulch (behind BOW to restore Xericscape or gravel driveway)(4" Deep)
 17.00 CY   $ -
60 54 304 Subgrade Stabilization (Class 3 ABC)14" Thick(Road Prism)(1st Street) 10,400.00 SY   $ -
61 55 304 Aggregate Base Course (Class 6)(12" Thick)(1st St and North Ave)
 10,700.00 SY   $ -
62 56 304 Aggregate Base Course (Class 6)(6" thick) (Paving behind BOW to Restore Driveways and parking)(FOR HMA ONLY)
 1,150.00 SY   $ -
63 57 304 Aggregate Base Course (Class 6)(12" Thick)(Connector Roads)
 1,250.00 SY   $ -
64 58 401 Hot Mix Asphalt (3" Thick)(Gradin SX-75)(Binder 64-22)(Bottom Mat Connector Roads)
 10,700.00 SY   $ -
65 59 401 Hot Mix Asphalt (2" Thick)(Gradin SX-75)(Binder 76-28)(Top Mat Connector Roads)
 10,700.00 SY   $ -
66 60 401 Hot Mix Asphalt (3" Thick)(Gradin SX-75)(Binder 64-22)(Bottom Mat Connector Roads)
 1,250.00 SY   $ -
67 61 401 Hot Mix Asphalt (2" Thick)(Gradin SX-75)(Binder 76-28)(Top Mat Connector Roads)
 1,250.00 SY   $ -
68 62 401 Hot Mix Asphalt (2" Thick) (Overlay Fuoco DWY)
 800.00 SY   $ -
69 63 401 Hot Mix Asphalt Grade Transition from Back of Curb to Existing Pavement Grade (Grading SX-75)(Binder 64-22)(Fuoco Driveway)
 35.00 TON   $ -
70 64 401 Hot Mix Asphalt (4" Thick) (Grading SX-75)(Binder 64-22)(2ea 2"Lifts)(Paving Behind Back of Walk to restore Drives and Parking)
 1,150.00 SY   $ -
71 65 412 Colored Concrete Pavement (Parking)(Class D)(8" Thick) (Omaha Tan)(Davis Color 5084)(Price to Include 4" Class 6 Aggregate Base Course)
 1,190.00 SY   $ -
72 66 412 Concrete Pavement (Alley)(Class D)(8" Thick)(Price to Include 4" Class 6 Aggregate Base Course)
 250.00 SY   $ -
73 67 412 Concrete Pavement (Paving Behind Back of Walk to restore Drives and Parking)(Class D)(6" Thick)(Price to Include 4" Class 6 Aggregate Base Course)
 65.00 SY   $ -
74 68 420 Geogrid (TriAxial)
 1,000.00 SY   $ -
75 69 608 Concrete Drainage Pan (1.5' Wide)
 5.00 LF   $ -
76 70 608 Concrete Drainage Pan (3' Wide)
 35.00 LF   $ -
77 71 608 Concrete Drainage Pan (6' Wide)
 180.00 LF   $ -
78 72 608 Concrete Curb ( 6" wide)
 2,090.00 LF   $ -
79 73 608 Concrete Curb with Spill Gutter (1.5' Wide)
 510.00 LF   $ -
80 74 608 Concrete Curb and Gutter (2' Wide)
 1,350.00 LF   $ -
81 75 608 Concrete Curb and Gutter (2.5' Wide)
 25.00 LF   $ -
82 76 608 Concrete Drive Over Curb and Gutter ( 3' Wide)
 470.00 LF   $ -
83 77 608 Concrete Sidewalk ( 4" Thick)
 2,710.00 SY   $ -
84 78 608 Monolithic Curb Gutter and Sidewalk (7' Wide)
 25.00 SY   $ -
85 79 608 Monolithic Curb Gutter and Sidewalk (10' Wide)
 300.00 SY   $ -
86 80 608 Concrete Curb Ramp (8" thick)
 255.00 SY   $ -
87 81 608 Concrete Driveway Section ( 8" Thick)
 1,690.00 SY   $ -
88 82 608 Concrete Intersection Corner
 340.00 SY   $ -
89 83 608 Concrete Median Edgeing 1.5' Wide(Sunset Rose)(Davis Color 160)
 410.00 LF   $ -
90 84 608 Detectable Warning (Wet Set) (2'X2")
 65.00 EA   $ -
91 85 613 Large Splice Box (Quasite 24X36)(Labled "FIBER")
 8.00 EA   $ -
92 86 613 Splice Box (Quasite 13X24X15)(Labled "Fiber")
 8.00 EA   $ -
93 87 613 Large Splice Box (48" Manhole Cone Section on Blocks)(Price to include Manhole Ring and Cover labled "TRAFFIC")
 7.00 EA   $ -
94 88 613 6" Diameter SCH 80 PVC Conduit Duct (With a standard 8KN pull rope pre installed and #10 tracing wire)(to be installed in common trench)
 2,500.00 LF   $ -
95 89 613 2" Diameter SCH 80 PVC Conduit Duct (With a standard 8KN pull rope pre installed and #10 tracing wire)(to be installed in common trench)
 4,300.00 LF   $ -
96 90 613 Electrical Utility Trech (24" Wide X 30" Deep) (Including Backfill Material Per Special Provisions)
 2,500.00 LF   $ -
97 91 620 Sanitary Facility
 Lump sum   $ -
98 92 625 Construction Surveying
 Lump sum   $ -
99 93 626 Mobilization
 Lump sum   $ -
100 94 627 Preformed Thermoplastic Pavement Markings (Word Symbol)
 360.00 SF   $ -
101 95 627 Preformed Thermoplastic Pavement Markings (X-Walk/Stop Bar)
 2,200.00 SF   $ -
102 96 629 Reference and Reset Survey Monuments
 7.00 EA   $ -
103 97 629 Set Property Pin Per Legal Description
 19.00 EA   $ -
104 98 630 Traffic Control Plan
 Lump Sum   $ -
105 99 630 Traffic Control (Complete In Place)
 Lump Sum   $ -
106 100 630 Flagging
 1,000.00 HR   $ -
107 101   Landscaping (per Summary of Approximate Quantities in Drawing Package)
 Lump sum   $ -
108 102   Irrigation (per Summary of Approximate Quantities in Drawing Package) Lump sum   $ -
109 103 INC Incentive (Maximum 30 Days @ $2500/Day)
 - - - - - - - - - $ 75,000.00
110 104 QC Quality Control Testing
 Lump Sum   $ -
208 MCR   Minor Contract Revisions
 - - - - - - - - - $ 100,000.00
209       Bid Amount: $ 175,000.00
211   Bid Amount:        
212             dollars

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