ADDENDUM NO. 3. Please make note of the following clarifications:

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1 Purchasing Division ADDENDUM NO. 3 DATE: February 15, 2018 FROM: City of Grand Junction Purchasing Division TO: All Offerors RE: Las Colonias Business Park Phase I and Phase IA IFB 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to the above referenced solicitation are hereby instructed that the requirements have been clarified, modified, superseded and supplemented as to this date as hereinafter described.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. Sheet E1 references MH Lighting and the catalog numbers shown are for Architectural Area Lighting. However, on sheet E11 the fixture schedule shows Philips Gardco whose rep is Visual Interest. Which is correct, or are both? A. See revised plan set attached. 1. Revised Construction Plan Set(s) See attached. 2. Revised Electrical Plan Sheets See attached. 3. Revised Bid Schedule See attached. 4. Existing Contour Maps See attached. 5. Irrigation Pull/Valve Box Specification Line Item Deleted. See revised plan set. 6. Revisions to SP-8 - Revisions to subsection, Payment will be made under: shall be deleted and replaced with the follow: Joint Trench Street Side Site Lighting (Pedestrian and Street Lighting, Pump and Holiday Supply) o 2 SCHD. 80 PVC (3 EA.) 5,610 LF Contractor Provide and Place Electrical Conduit (Extra) o 2 SCHD. 80 PVC (2 EA.) 5,900 LF Contractor Provide and Place Broadband Infrastructure o 6 SCHD. 80 PVC (1 EA.) 2,600 LF Contractor Provide and Place Joint Trench Property Side (Complete in Place) Gas Main (Xcel) o 4 P.E. (1 EA.) 2,555 LF Xcel Provide and Place Single Phase Power (Xcel) o 2 SCHD. 80 PVC (1 EA.) 2,555 LF Xcel Provide and Place

2 Three Phase Power (Xcel) o 4 SCHD. 80 PVC (1 EA.) 2,555 LF Xcel Provide and Place Three Phase Power (Xcel) o Direct Bury Conductor (1 EA.) 2,555 LF Xcel Provide and Place CATV (Charter) o 2 SCHD. 80 PVC (2 EA.) 2,555 LF Charter Provide and Place Communications Cable (Century Link) o 4 SCHD. 80 PVC (2 EA.) 2,555 LF Contractor Provide and Place o 2 SCHD. 80 PVC (2 EA.) 2,555 LF Contractor Provide and Place o Vault(s) Century Link Provides, Contractor Installs. 8 EA Raw Water Irrigation to Include A-2 (2 Wire) throughout. o 6 C-900 PVC (1 EA.) 3,400 LF Contractor Provide and Place Recirculation Conduit o 6 C-900 PVC (1 EA.) 1,050 LF Contractor Provide and Place 3/8 chips or #10 CHAT (rock crusher reject) is to be utilized as bedding and haunching for both the Street and Property Side Joint Utility Trench. Cost of materials shall be included in the linear foot contract price in the bid schedule and we considered incidental. Pay Item Pay Unit Joint Trench (Street Side) 2 Schedule 80 PVC Joint Trench (Street Side) 6 Schedule 80 PVC LF LF Joint Trench (Property Side) 6 C-900 LF Joint Trench (Property Side) 4 Schedule 80 PVC Joint Trench (Property Side) 2 Schedule 80 PVC LF LF Pay Item Vault Pay Unit EA 7. Geotechnical Testing - The Contractor, at their own discretion, may elect to forgo the soils Quality Control (QC) field testing (in-place soils density) for placement of Overlot, Embankment, and Trench backfill. Quality Assurance (QA) testing for these items will be performed by the City, and laboratory testing results for submittal purposes will be provided by the contractor. However, if a sufficient number of failed test results are observed by the City and/or it s QA testing representatives, written notification will be provided to the contractor, and back payment to the City for failed location re-tests will be required. 8. Bid item #22 (Rev. #24), Elbow bid schedule shows 2, but I only see 1, Phase IA. There is a second located at Bid item #26 (Rev. #29), 12 end cap/plug bid schedule shows 2, but I see will not be necessary now with phase I and IA constructed concurrently.

3 10. Plans show 2 8 MJ caps, but none on the bid schedule. 2 8 end cap/plugs will be added to the revised bid schedule. 11. Can you please clarify what the contractor is to supply on the 2 meter services, besides the saddle and corp. Yoke and if so specification? Concrete box and if so size? Per Water Service Lines, 2 Water Service Assembly shall consist of the tap, tapping saddle, and the corporation stop. The City will supply the meter setter (yoke), pit and skirt. The cost shall include the installation of the 2 Water Service Assembly by the Contractor. 12. Bid Item #66 (Rev. #72) 6,900 LF of 2 Schedule 80 PVC is that the conduit used for electrical street lighting and receptacles or does bid item #89 wiring complete in place include all the 2 Schedule 80 conduit for the electrical items? Bid Item #66, now Bid Item #72 covers all conduit necessary for the pedestrian/street lighting and receptacles. See attached electrical conduit schematic plan for clarification. The street side joint trench shall include conduit per plan provided and shall include the 6 Schedule 80 conduit per typical detail. 13. Referencing to the utility details on sheet 4 it shows 5 2 schedule 80 conduits in the joint trench detail, 2 are labeled spares, 1 is labeled pedestrian light circuit, 1 is labeled street light circuit and 1 is labeled vendor/holiday light circuit. Looking at the electrical sheets E1 E-7 I see a maximum of 2 2 schedule 80 conduits. Can you clarify how many 2 electrical conduits are required? See attached electrical conduit schematic plan for clarification. The street side joint trench shall include electrical conduit per plan provided and shall include the 6 Schedule 80 conduit per typical detail. 14. Bid Item #83 (Rev. #90) Geomembrane shows SQ. FT. on bid schedule, but SY in SP 9. Bid Schedule holds precedence. 15. Contractor shall utilize the attached Addendum 3 Bid schedule when submitting their bid documents. 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

4 Bid Schedule: Las Colonias Business Park Phase I and IA Contractor: Item No. Addendum No. 3 CDOT, City Ref. Description Quantity Units Unit Price Total Price Cap top half of sewer in 3. EA $ $ concrete per City Standard Detail GU " Irrigation Conduit 445. LF $ $ (Schedule 80 PVC) " Water Pipe (C-900 PVC) 359. LF $ $ " Water Pipe (C-900 PVC) 105. LF $ $ " Water Pipe (C-900 PVC) 3,100. LF $ $ " Sewer Service Pipe (SDR 65. LF $ $ 35) " Sewer Service Pipe (SDR 246. LF $ $ 35) " Gravity Sewer Pipe (SDR 2,132. LF $ $ 35) " Storm Drain Pipe (RCP) 325. LF $ $ " Storm Drain Pipe (RCP) 420. LF $ $ " Storm Drain Pipe (RCP) 775. LF $ $ " Storm Drain Pipe (RCP) 587. LF $ $ ' x 7' Reinforced Concrete 465. LF $ $ Box Culvert - Cost to include connection to existing. See SP " Heavy Duty Flap Gate- 1. EA $ $ HYDRO Gate or approved equal Import Trench Backfill 355. CY $ $ " Gate Valve 14. EA $ $ " Gate Valve 2. EA $ $ " Gate Valve 6. EA $ $ " x 6" Tee 1. EA $ $ " x 6" Tee 14. EA $ $ " x 8" Tee 2. EA $ $ " x 12" Cross 1. EA $ $ ", Elbow 1. EA $ $ ", Elbow 2. EA $ $ ", 22.5 Elbow 4. EA $ $ ", 45 Elbow 2. EA $ $ " End Cap/Plug 4. EA $ $ " End Cap/Plug 2. EA $ $ " End Cap/Plug 2. EA $ $

5 Fire Hydrant 10. EA $ $ " x 8" Reducer 1. EA $ $ " x 4" Sewer Service Tap 2. EA $ $ Sanitary Sewer Cleanout (2-6. EA $ $ way) to include appurtenances per City Standard Detail SS " Water Service Line 300. LF $ $ (HDPE) " Water Service Assembly 6. EA $ $ Sanitary Sewer Basic Manhole (48" I.D.) Manhole Barrel Section (D>5 ) (48" I.D.) Storm Sewer Basic Manhole (48" I.D.) Irrigation Basic Manhole (30" I.D.) Storm Sewer Basic Manhole (60" I.D.) Connect to Existing Manhole (8" Pipe) 8. EA $ $ 29. VLF $ $ 5. EA $ $ 1. EA $ $ 2. EA $ $ 2. EA $ $ Outlet Structure - See 1. EA $ $ "Water Quality Outlet Structure Pond 1 To include all appurtenances (complete in place) Single Storm Drain Inlet 3. EA $ $ (Vertical Curb) Large Area Inlet 8. EA $ $ Granular Stabilization 390. TON $ $ Material (Type B) Excavation and 24,618. CY $ $ Embankment - See SP Topsoil (6" Thick) 7,780. SY $ $ Import Fill Material - Clean 1,468. SY $ $ fill 12" Thick at water quality pond. See Phase IA, Sheet 43 for information Erosion Control (Complete Lump SUM $ in Place) Stabilized Construction 2. EA $ $ Entrance Dust Abatement 70. DAYS $ $ Aggregate - River Cobble 1" 460. SY $ $ -3" (6" Thick) to include approved fill below Subgrade Stabilization - Aggregate Base Course (Class 3) (12" Thick) 2,125. SY $ $

6 Aggregate Base Course 8,500. SY $ $ (Class 6) (13" Thick) Reconditioning (12" Deep) 8,500. SY $ $ Hot Mix Asphalt (5" thick) 2,362. TON $ $ (Grading SX 75, Binder Grade 64-22) Geosynthetics - Mirafi 2,125. SY $ $ RS580i or approved equal Geotextile Fabric (Non- 11,000. SQ. FT. $ $ Woven) Underlayment at Pond Liner " Steel Casing - See Plan 40. LF $ $ Sheet 16 (Phase I) for details Concrete Wall (Class D) per 106. CY $ $ M and S Standard M (Wall Design Height 6'). Work shall include approximately 4,590 lbs. Reinforcing Steel (Epoxy Coated), Structural Concrete Coating (Exterior of wall), 200 cy Structural Backfill (Class 1) and any necessary appurtenances to complete work. Refer to Plan Sheet 20 for detail Riprap (d50=12" to include 40. SY $ $ geogrid) Concrete Curb (6" Wide, 14" High) to include 6" of Class 6 Aggregate Base Course. 3,770. LF $ $ Concrete Curb and Gutter (2' Wide) to include 6" of Class 6 Aggregate Base Course Concrete Curb and Spill Gutter (1.5' Wide) to include 6" of Class 6 Aggregate Base Course Concrete Sidewalk (6" Thick) to include 6" of Class 6 Aggregate Base Course Concrete Pavement (Parking) (8" Thick) to include 6" of Class 6 Aggregate Base Course Concrete Pavement (Crosswalk) (8" Thick) to include 6" of Class 6 Aggregate Base Course Concrete Drainage Pan (6' Wide) to include 6" of Class 6 Aggregate Base Course. 1,630. LF $ $ 355. LF $ $ 3,200. SY $ $ 6,450. SY $ $ 94. SY $ $ 130. LF $ $

7 Concrete Corner Fillet to 195. SY $ $ include 6" of Class 6 Aggregate Base Course Concrete Curb Ramp to 275. SY $ $ include 6" of Class 6 Aggregate Base Course Detectable Warning (Cast 60. EA $ $ Iron, Wet Set) (2'x2' - 3 per Ramp) Joint Trench (Street Side) 2" 11,510. LF $ $ Schedule 80 PVC. Refer to Utility Detail and SP - 8(Addendum No. 3) for details Joint Trench (Street Side) 6" 2,600. LF $ $ Schedule 80 PVC. Refer to Utility Detail and SP -8 (Addendum No. 3) for details Joint Trench (Property Side) 4,450. LF $ $ 6" C-900 Refer to Utility Detail and SP -8 (Addendum No. 3) for details Joint Trench (Property Side) 2,555. LF $ $ 4" Schedule 80 PVC. Refer to Utility Detail and SP -8 (Addendum No. 3) for details Joint Trench (Property Side) 2,555. LF $ $ 2" Schedule 80 PVC. Refer to Utility Detail and SP -8 (Addendum No. 3) for details Large Splice Box (Quasite) 11. LF $ $ (3' - 2 5/8" x 2'-2 ) See Plan Sheet 5 for details Splice Box (Provided by 8. EA $ $ Others-Century Link) Sanitary Facility 1. EA $ $ Construction Surveying Lump SUM $ Mobilization Lump SUM $ Preformed Thermoplastic Lump SUM $ Pavement Marking (Left Turn) Preformed Thermoplastic 320. EA $ $ Pavement Marking (X-walk) (2' x 10' TYP.) Preformed Plastic Pavement Marking (8" White Solid) 60. LF $ $ Preformed Thermoplastic Pavement Marking (4" White Solid) Preformed Plastic Pavement Marking (24" White Solid) 5,797. LF $ $ 26. LF $ $

8 Traffic Control (Complete in Place) 1. LF Traffic Control Plan Lump SUM Geomembrane (40 Mil) - See SP DELETE 11,000. SQ. FT. 91 Electrical Luminaire LED (Pedestrian) 39. EA to include foundation. 92 Electrical Luminaire LED (Street) to 7. EA $ $ include foundation. 93 Electrical Electrical Pull Box (Type I) 55. EA $ $ (11" x 18" x 12") 94 Electrical 2 Plex Receptacle 5. EA $ $ (Complete in Place) to include appurtenances. 95 Electrical Wiring (Complete in Place) Lump SUM $ to include disconnect at pump location. 96 Electrical Transformer (Complete in Place) to include appurtenances. 2. EA $ $ MCR Minor Contract Revisions $ 130, Bid Amount: $ Bid Amount: dollars

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