Purchasing Division

ADDENDUM NO. 1 DATE: March 29, 2019 FROM: City of Grand Junction Purchasing Division TO: All Offerors RE: 2019 Contract Street Maintenance – Asphalt Overlays IFB-4622-19-DH Offerors responding to the above referenced solicitation are hereby instructed that the requirements have been clarified, modified, superseded and supplemented as to this date as hereinafter described. Please make note of the following clarifications: 1. Q. SP-2: Is indicating that there is to be approximately 1,276 CY of material to be hauled offsite and disposed of at the City Riverside Park Yard. Similar verbiage was used in last years contract and the City allowed the contractor to waste the material on site. Will this be allowed for this year’s contract? A. The excess materials cannot be wasted on-site due to grading restrictions in most locations. These excess materials should be exported to the City Riverside Park Yard as indicated in the bid documents. 2. Q. SP-4 Clarification The specification is calling out two options for the anti-strip material a liquid or hydrated lime. In past projects with the City, Contractors generally provide a liquid anti-strip. Is this still the case or is the City wanting to go towards the utilization of hydrated lime? A. Either liquid anti-strip or hydrated lime will be acceptable. 3. Q. Guardrail Are we installing the MGS guardrail system on this project? A. Yes, MGS guardrails in compliance with current CDOT/MASH standards should be installed. 4. Q. on the City Overlay project you are calling out a 72” Dia. manhole for a 48” line, City spec calls for a 90” manhole for this size of pipe, which size of manhole do we need to quote? Please advise. A. Please utilize a 72” manhole.

5. See attached updated project plans. 6. Contractor shall utilize the attached updated Price Bid Schedule when submitting their bid response.

The original solicitation for the project noted above is amended as noted. All other conditions of subject remain the same. Respectfully,

Duane Hoff Jr., Senior Buyer City of Grand Junction, Colorado

Item No.

CDOT, City Ref. Description Quantity Units Unit Price Total Price

1 108.2 48" Storm Drain Pipe (HDPE or approved equal)

28. LF $ ____________ $ ____________

2 108.5 Storm Sewer Basic Manhole 72" I.D.) 1. EA $ ____________ $ ____________

3 202 Asphalt Removal (Planing)(Thickness Varies)

69,380. SY $ ____________ $ ____________

4 202 Removal of Type 3 Guardrail 2,405. LF $ ____________ $ ____________

5 203 Excavation and Embankment (Potholing) (See SP-2)

Lump Sum - - - $ ____________

6 203 Excavation and Embankment (New Bike Lanes - See SP-2)(Export)

1,300. CY $ ____________ $ ____________

7 208 Erosion Control 60. Days $ ____________ $ ____________

8 209 Dust Abatement 60. Days $ ____________ $ ____________

9 210 Adjust Valve Box (Price to Include adjustment of Survey Monuments)

81. EA $ ____________ $ ____________

10 210 Adjust Manhole Ring and Cover (Sanitary and Storm Sewer)

73. EA $ ____________ $ ____________

11 210 Reset Mailbox Structures 9. EA $ ____________ $ ____________

12 212 Seeding 0.48 Acres $ ____________ $ ____________

13 304 Aggregate Base Course (Class 6) - Shoulder Edging Gravel

2,688. Tons $ ____________ $ ____________

14 304 Aggregate Base Course (Class 6) - Bike Lane

3,040. Tons $ ____________ $ ____________

15 304 Subgrade Stabilization (Class 3 Aggregate Base Course - 24" Thick)(Complete in Place)

156. Tons $ ____________ $ ____________

16 401 Hot Mix Asphalt (2" thick) (Grading SX, Binder Grade 64-22)

14,170. Tons $ ____________ $ ____________

17 401 Hot Mix Asphalt (3" thick) (Grading SX, Binder Grade 64-22) - Bottom Lift Bike Lane

775. Tons $ ____________ $ ____________

18 401 Hot Mix Asphalt (Patching - Up to 5" thick) (To Include 6" of Class 6 Aggregate Base Course)(Grading SX, Binder Grade 64-22)

101. Tons $ ____________ $ ____________

19 401 Hot Mix Asphalt (2" thick) (Grading SX, Binder Grade 76-28)

1,060. Tons $ ____________ $ ____________

20 420 Geosynthetics - Geogrid 120. SY $ ____________ $ ____________

21 608/304 Concrete Drainage Pan (3' Wide) To Include 6" of Class 6 Aggregate Base Course

400. LF $ ____________ $ ____________

22 606 Guardrail Type 3 (6-3 Post Spacing) 2,405. LF $ ____________ $ ____________

23 606 Transition Type 3G 4. EA $ ____________ $ ____________

24 614 End Anchorage (Nonflared) 4. EA $ ____________ $ ____________

25 620 Sanitary Facility Lump Sum - - - $ ____________

26 625 Construction Surveying Lump Sum - - - $ ____________

27 626 Mobilization Lump Sum - - - $ ____________

Bid Schedule: Addendum #1 - 2019 Contract Street Maintenance - Asphalt Overlays

BF-2 (1 of 2)

Item No.

CDOT, City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: Addendum #1 - 2019 Contract Street Maintenance - Asphalt Overlays

28 627-00002

Thermoplastic Pavement Marking 20. SF $ ____________ $ ____________

29 627-30405

Preformed Thermoplastic Pavement Marking (Word/Symbol)

1,564. SF $ ____________ $ ____________

30 627-30410

Preformed Plastic Pavement Marking (X-Walk/Stopline)

943. SF $ ____________ $ ____________

31 630 Traffic Control (Complete In Place) Lump Sum - - - $ ____________

32 630 Flagging 3,460. HR $ ____________ $ ____________

33 SP - 1 REDI ROCK Reinforced Wall to include all Appurtenances. See Plan for details.

Lump Sum - - - $ ____________

34 SP - 2 Collar for Storm Drain and Culvert Lump Sum - - - $ ____________

197 BID ALT 1

Hot Mix Asphalt (Grading SX, Binder Grade 64-22) (with Fiber)

1,940. Tons $ ____________ $ ____________

INC Incentive HMA 64-22 - - - - - - - - - 30,000.00$

INC Incentive HMA 76-28 - - - - - - - - - 5,000.00$

MCR Minor Contract Revisions - - - - - - - - - 150,000.00$

Bid Amount: $

Bid Amount: dollars

BF-2 (2 of 2)

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PROJECT AREA

REDLANDS PARKWAY

UTILITIES AND AGENCIESAGENCY NAME POSITION ROLE MAILING ADDRESS STREET ADDRESS CITY, STATE VOICE-WK FAX

CITY OF GRAND JUNCTION ERIC MOCKO PROJECT ENGINEER PROJECT ENGINEER 333 WEST AVE BLDG C 333 WEST AVE BLDG C GRAND JCT., CO 81501 (970) 256-4017 (970) 256-4022

CITY OF GRAND JUNCTION LEE COOPER PROJECT ENGINEER SANITARY SEWER 333 WEST AVE BLDG C 333 WEST AVE BLDG C GRAND JCT., CO 81501 (970) 256-4155 (970) 256-4022

GRAND VALLEY IRRIGATION CO. PHIL BERTRAND MANAGER IRRIGATION 688 26 RD 688 26 RD GRAND JCT., CO 81506 (970) 242-2762

SPECTRUM JEFF VALDEZ MANAGER CABLE TV 2502 FORESIGHT CIRCLE 2502 FORESIGHT CIRCLE GRAND JCT., CO 81504 (970) 245-8750 (970) 245-6803

CENTURYLINK CHRIS JOHNSON ENGINEER TELEPHONE 2524 BLICHMANN AVE 2524 BLICHMANN AVE GRAND JCT., CO 81504 (970) 244-4311 (970) 240-4349

UTE WATER JUSTIN BATES SUPERVISOR WATER PO BOX 460 2190 H 14 RD GRAND JCT., CO 81502 (970) 242-7491 (970) 242-9189

XCEL STEVE PIBURN UNIT MANAGER ELECTRIC 2538 BLICHMANN AVE 2538 BLICHMANN AVE GRAND JCT., CO 81506 (970) 244-2664 (970) 244-2664

XCEL SARAH BARRICAU UNIT MANAGER GAS 2538 BLICHMANN AVE 2538 BLICHMANN AVE GRAND JCT., CO 81506 (970) 244-2656 (970) 244-2656

Know what's below.before you dig.Call

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EA

ST

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KO

TA

DR

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SOUTH CAMP ROAD

SOUTH CAMP ROAD

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SOUTH CAMP ROAD

SOUTH CAMP ROAD

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SOUTH CAMP ROAD

SOUTH CAMP ROAD

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SOUTH CAMP ROAD

SOUTH CAMP ROAD

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RIM

RO

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SOUTH CAMP ROAD

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REDLANDS PARKWAY

REDLANDS PARKWAY

PA

RK

WA

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AM

P

PARKWAY RAM

P

RIVERSIDE PARKWAY

SHEET 38

SHEET 39 SHEET 40 SHEET 41

SHEET 42

SHEET 43

SHEET 44 SHEET 46

SHEET 43 SHEET 45 SHEET 47

SHEET 48

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KEYM

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REDLANDS PARKWAY

REDLANDS PARKWAY

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REDLANDS PARKWAY

REDLANDS PARKWAY

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REDLANDS PARKWAY

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NORTH PROPOSED EDGE OF ASPHALT

SOUTH PROPOSED EDGE OF ASPHALT

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SOUTH PROPOSED EDGE OF ASPHALT

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REDLANDS PARKWAY

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REDLANDS PARKWAY

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SOUTH PROPOSED EDGE OF ASPHALT

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REDLANDS PARKWAY

SOUTH PROPOSED EDGE OF ASPHALT

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REDLANDS PARKWAY

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REDLANDS PARKWAY

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REDLANDS PARKWAY

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41" (1030 mm)

41" (1030 mm)

28" (710 mm)

(1) 28" (710 mm) Block

(2) 41" (1030 mm) Blocks

3 BLOCK HIGH SECTION

250 lb / ft

2

(12 kPa)

4'-0" (1.22 m)

PRELIMINARY

Professional Engineering Design

Required for Construction

Non-woven geotextile fabric (If specified by

Engineer based on site soil conditions)

Infill stone (No. 57 or equivalent)

Fill between adjacent blocks (all blocks)

Fill vertical core slot (PC blocks)

Stone to extend at least 12" (305 mm)

behind blocks.

Middle block (Typical)

Move blocks forward during installation

to engage shear knobs (Typical)

Drain (As specified by Engineer)

Solid bottom block

f = 28°

Leveling pad (As specified by Engineer)

Backfill per design requirements. Install

in lifts and compact per project

specifications.

Setback = 1

5

8

" (41 mm)

(5° Wall Batter Angle)

Top block

Grade to drain surface

water away from wall

0'-6" (152 mm)

0'-6" (152 mm)

Retaining Wall Detail

N.T.S.

TYPICAL BIKE LANE

N.T.S.

CULVERT COLLAR

N.T.S.

PLAN VIEW

SECTION AA

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