Interstate Avenue Paving Improvement Project

Agency: Lewis County
State: Washington
Type of Government: State & Local
NAICS Category:
  • 237310 - Highway, Street, and Bridge Construction
Posted Date: Jul 9, 2019
Due Date: Jul 30, 2019
Bid Source: Please Login to View Page
Contact information: Please Login to View Page
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Information Name Interstate Avenue Paving Improvement Project Call Date July 8, 2019 Bids due July 30, 2019, 11 a.m. CRP Number Engineer's Estimate $800k - $1000k Projected Award Date None
Attachments
Planholders Detail/Print
  • Abadan Regional Plan Center
  • Contractor Plan Center
  • Daily Journal of Commerce Plan Center
  • Granite Construction Company
  • Lakeside Industries, Inc.
  • Spokane Regional Plan Center

Attachment Preview

1
TABLE OF CONTENTS
2
3 TABLE OF CONTENTS ........................................................................................ I
4 INTRODUCTION ..................................................................................................................... 1
5 AMENDMENTS ........................................................................................................................ 1
6 SECTION 1-01, DEFINITIONS AND TERMS................................................................................... 1
7
1-01.3 Definitions.................................................................................................................... 1
8 SECTION 1-02, BID PROCEDURES AND CONDITIONS .................................................................. 1
9
1-02.4(1) General.................................................................................................................... 1
10
1-02.5 Proposal Forms ........................................................................................................... 2
11
1-02.6 Preparation of Proposal .............................................................................................. 2
12
1-02.13 Irregular Proposals ................................................................................................... 2
13 SECTION 1-03, AWARD AND EXECUTION OF CONTRACT........................................................... 2
14
1-03.3 Execution of Contract .................................................................................................. 2
15
1-03.5 Failure to Execute Contract......................................................................................... 3
16 SECTION 1-05, CONTROL OF WORK........................................................................................... 3
17
1-05.5 Vacant .......................................................................................................................... 3
18
1-05.5 Tolerances ................................................................................................................ 3
19
1-05.9 Equipment .................................................................................................................... 3
20 SECTION 1-06, CONTROL OF MATERIAL .................................................................................... 4
21
1-06.1(3) Aggregate Source Approval (ASA) Database ......................................................... 4
22
1-06.2(2)D Quality Level Analysis.......................................................................................... 4
23
1-06.2(2)D5 Quality Level Calculation HMA Compaction .............................................. 4
24
1-06.2(2)D1 Quality Level Analysis........................................................................................ 5
25
1-06.2(2)D4 Quality Level Calculation .................................................................................. 5
26
1-06.6 Recycled Materials....................................................................................................... 5
27
1-06.6(1)A General ................................................................................................................. 5
28
SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ............................ 5
29
1-07.5 Environmental Regulations.......................................................................................... 5
30
1-07.5(5) U.S. Army Corps of Engineers ............................................................................ 6
31
1-07.5(6) U.S. Fish/Wildlife Services and National Marine Fisheries Service ................... 6
32
1-07.5(1) General.................................................................................................................... 6
33
1-07.5(2) State Department of Fish and Wildlife .................................................................... 6
34
1-07.5(3) State Department of Ecology................................................................................... 7
35
1-07.5(4) Air Quality............................................................................................................... 7
36
1-07.7(1) General.................................................................................................................... 8
37
1-07.9(1) General.................................................................................................................... 8
38
1-07.9(2) Posting Notices........................................................................................................ 8
39
1-07.11(2) Contractual Requirements..................................................................................... 8
40
1-07.11(5) Sanctions ............................................................................................................... 9
41
1-07.11(6) Incorporation of Provisions .................................................................................. 9
42
1-07.15(1) Spill Prevention, Control, and Countermeasures Plan......................................... 9
43
1-07.16(2)A Wetland and Sensitive Area Protection .............................................................. 9
44
1-07.18 Public Liability and Property Damage Insurance..................................................... 9
45 SECTION 1-08, PROSECUTION AND PROGRESS ........................................................................... 9
Interstate Avenue Paving Project
Federal Aid Project No. STPUS-HIPUS-5686(001)
CRP 2187D
I
1
1-08.1 Subcontracting ........................................................................................................... 10
2
1-08.5 Time for Completion .................................................................................................. 10
3
1-08.7 Maintenance During Suspension ............................................................................... 10
4 SECTION 1-09, MEASUREMENT AND PAYMENT ....................................................................... 10
5
1-09.2(1) General Requirements for Weighing Equipment .................................................. 10
6
1-09.2(2) Specific Requirements for Batching Scales ........................................................... 10
7
1-09.10 Payment for Surplus Processed Materials............................................................... 10
8
SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS ........................................... 11
9
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters ......................................... 11
10
SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT ................................................. 11
11
2-03.3(14)F Displacement of Unsuitable Foundation Materials.......................................... 11
12
2-03.3(14)F Vacant ............................................................................................................ 11
13 SECTION 2-09, STRUCTURE EXCAVATION................................................................................ 11
14
2-09.2 Materials .................................................................................................................... 11
15
2-09.3(3)D Shoring and Cofferdams..................................................................................... 11
16
SECTION 3-01, PRODUCTION FROM QUARRY AND PIT SITES .................................................. 11
17
3-01.1 Description................................................................................................................. 11
18 SECTION 4-04, BALLAST AND CRUSHED SURFACING............................................................... 11
19
4-04.3(5) Shaping and Compaction ...................................................................................... 11
20
SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION........................................ 12
21
5-01.2 Materials .................................................................................................................... 12
22
5-01.3(1)A1 Concrete Patching Materials............................................................................ 12
23
5-01.3(4) Replace Cement Concrete Panel........................................................................... 12
24
5-01.3(4)A General ............................................................................................................ 12
25
5-01.3(4)B Sawing and Dimensional Requirements .......................................................... 12
26
5-01.3(4)C Dowel Bars and Tie Bars ................................................................................ 12
27
5-01.3(4)D Foundation Preparation ................................................................................. 13
28
5-01.3(4)E Concrete Finishing .......................................................................................... 14
29
5-01.3(4)F Joints................................................................................................................ 14
30
5-01.3(4)G Cracked Panels ............................................................................................... 14
31
5-01.3(4)H Opening to Traffic ........................................................................................... 14
32
5-01.3(5) Partial Depth Spall Repair.................................................................................... 14
33
5-01.3(7) Sealing Existing Concrete Random Cracks .......................................................... 14
34
5-01.3(8) Sealing Existing Longitudinal and Transverse Joint ............................................ 14
35
5-01.3(10) Pavement Smoothness ......................................................................................... 14
36
Smoothness Testing Equipment and Operator Certification .............................................. 15
37
Surface Smoothness ............................................................................................................ 15
38
5-01.5 Payment...................................................................................................................... 17
39 SECTION 5-04, HOT MIX ASPHALT .......................................................................................... 17
40
5-04.1 Description................................................................................................................. 17
41
5-04.2 Materials .................................................................................................................... 17
42
5-04.2(1) How to Get an HMA Mix Design on the QPL....................................................... 17
43
5-04.2(1)C Mix Design Resubmittal for QPL Approval ....................................................... 17
44
5-04.2(2)B Using Warm Mix Asphalt Processes................................................................... 17
45
5-04.2(2)B Using HMA Additives ...................................................................................... 18
46
5-04.3(3)A Mixing Plant ....................................................................................................... 18
47
5-04.3(4) Preparation of Existing Paved Surfaces ............................................................... 18
48
5-04.3(6) Mixing.................................................................................................................... 18
Interstate Avenue Paving Project
Federal Aid Project No. STPUS-HIPUS-5686(001)
CRP 2187D
II
1
5-04.3(7) Spreading and Finishing ....................................................................................... 18
2
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA........................................ 18
3
5-04.3(9)A1 Test Section When Required, When to Stop ................................................... 18
4
5-04.3(9)A2 Test Section Evaluating the HMA Mixture in a Test Section......................... 19
5
5-04.3(9)B3 Mixture Statistical Evaluation Acceptance Testing ....................................... 19
6
5-04.3(9)B5 Mixture Statistical Evaluation Composite Pay Factors (CPF) ..................... 19
7
5-04.3(9)B7 Mixture Statistical Evaluation Retests ........................................................... 19
8
5-04.3(10)C1 HMA Compaction Statistical Evaluation Lots and Sublots......................... 19
9
5-04.3(10)C2 HMA Compaction Statistical Evaluation Acceptance Testing .................... 19
10
5-04.3(10)C3 HMA Statistical Compaction Price Adjustments......................................... 19
11
5-04.3(10)C4 HMA Statistical Compaction Requests for Retesting .................................. 20
12
5-04.3(13) Surface Smoothness............................................................................................. 20
13
5-04.5 Payment...................................................................................................................... 20
14 SECTION 5-05, CEMENT CONCRETE PAVEMENT ..................................................................... 20
15
5-05.1 Description................................................................................................................. 20
16
5-05.2 Materials .................................................................................................................... 20
17
5-05.3(1) Concrete Mix Design for Paving........................................................................... 21
18
5-05.3(3)E Smoothness Testing Equipment .......................................................................... 21
19
5-05.3(4) Measuring and Batching Materials....................................................................... 21
20
5-05.3(4)A Acceptance of Portland Cement Concrete Pavement ......................................... 21
21
Acceptance of Portland Cement or Blended Hydraulic Cement Concrete Pavement ........ 21
22
5-05.3(7) Placing, Spreading, and Compacting Concrete.................................................... 21
23
5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars ................................................... 21
24
5-05.3(12) Surface Smoothness............................................................................................. 21
25
5-05.3(22) Repair of Defective Pavement Slabs ................................................................... 23
26
5-05.4 Measurement.............................................................................................................. 23
27
5-05.5 Payment...................................................................................................................... 24
28
5-05.5(1) Pavement Thickness .............................................................................................. 27
29
5-05.5(1)A Thickness Deficiency of 0.05 Foot or Less ......................................................... 28
30
5-05.5(1)A Vacant.............................................................................................................. 28
31
5-05.5(1)B Thickness Deficiency of More Than 0.05 Foot ................................................... 28
32
5-05.5(1)B Vacant.............................................................................................................. 28
33
SECTION 6-01, GENERAL REQUIREMENTS FOR STRUCTURES ................................................. 28
34
6-01.16 Repair of Defective Work ..................................................................................... 28
35
6-01.16(1) General ...................................................................................................... 28
36
6-01.16(2) Pre-Approved Repair Procedures .................................................................... 29
37
6-01.16(2)A Concrete Spalls and Poor Consolidation (Rock Pockets, Honeycombs,
38
Voids, etc.) ................................................................................................................... 29
39
6-01.10 Utilities Supported by or Attached to Bridges ......................................................... 30
40
6-01.12 Final Cleanup .......................................................................................................... 30
41 SECTION 6-02, CONCRETE STRUCTURES ................................................................................. 31
42
6-02.1 Description................................................................................................................. 31
43
6-02.2 Materials .................................................................................................................... 31
44
6-02.3(2) Proportioning Materials ....................................................................................... 31
45
6-02.3(2)A Contractor Mix Design ....................................................................................... 31
46
6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D .......................................... 31
47
6-02.3(2)B Commercial Concrete ......................................................................................... 31
48
6-02.3(4) Ready-Mix Concrete.............................................................................................. 31
Interstate Avenue Paving Project
Federal Aid Project No. STPUS-HIPUS-5686(001)
CRP 2187D
III

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