15-15 Hogan Park Roadrunner - Addendum 2.pdf

CITY OF MIDLAND

HOGAN PARK ROADRUNNER GOLF COURSE

ADDENDUM 2

BID # 27000006

TO ALL BIDDERS ON THE SUBJECT BID:

ADDENDUM # 2

DATE: September 14, 2026

The following questions were raised by one or more of the proposers. The answers are provided as a matter of clarification for all proposers as follows:

PLEASE RETURN THIS ADDENDUM WITH YOUR BID BY THE CLOSING DATE.

All other terms and conditions shall remain the same. Please

Download bid tables to complete bid submission.

GOLF COURSE CONSTRUCTION QUESTIONS

1. Can you provide a detail of your curb? Yes, the detail is attached to this addendum.

2. If concrete testing for cart paths is required - please inform what is required and qty. The specifications do not establish concrete-testing frequency based on cubic yards placed. However, an initial concrete test shall be performed on the first batch delivered to the project. The Owner also reserves the right to require up to four additional concrete tests at the Contractor’s expense, for a maximum of five tests.

The locations and timing of the additional tests will be determined by the Owner or Golf Course Architect during construction. Each concrete test shall include slump, air-content and compressive-strength testing performed by a qualified independent testing laboratory. Compressive-strength specimens shall be prepared and tested in accordance with the ASTM standards referenced in Section XII.

3. Will the erosion control plan be required to be done by a licensed engineer? Yes

4. We have concerns of contractors providing erosion control plans and the scope of work it would require for pricing. Engineer firms are telling us a two-week turnaround to produce plans. In your bid form - you have silt fence and inlet protection. The SWPPP is not required to be prepared before bids are submitted. Bidders should include in their bids the cost of having the SWPPP prepared after award and before construction begins. The quantities shown in the Bid Form for silt fence and inlet or basin protection are estimated quantities based on the anticipated needs of the project. If the completed SWPPP requires quantities exceeding those shown in the Bid Form, the additional work will be addressed through the applicable unit prices or by change order, as appropriate.

5. Please provide us with a quantity of sod for Alternate 4 – 2. Natural Grass Drainage Channel w/TifTuf Sod. The estimated quantity of ‘TifTuf’ Sod is 12,000 square feet.

6. Recycled Cart Path Wall – Detail sheet shows each block to be 3’ – 8’ long/does this mean each panel will be cut. No. The intent is to create a varied, nonuniform appearance using blocks of different lengths, generally ranging from 3 to 8 feet. Some blocks may need to be cut to achieve the desired variation, but not every block is required to be cut.

7. Recycled Cart Path Wall – What is the width of blocks. The width should be the width of the recycled concrete cart path being removed. 5’ – 6’.

8. Recycled Cart Path Wall – Is the FF of the wall to all be cut for square face? No. The face of the wall does not need to be cut to create a square or uniform appearance. The intent is to maintain a varied, natural-looking face using the existing irregular edges of the recycled cart path material.

9. The cart path thickness is not shown, would it be safe to assume a 4” slab? Yes, the cart path will be 4” thick.

10. Sheet G-16 shows #3 rebar at 18” O.C., but the specifications mention fiber mesh.

Do you want rebar, fiber, or both. The City is matching the cart paths built several years ago, which did not include rebar. Please price the concrete with fiber mesh reinforcement rather than No. 3 rebar.

11. G-16 shows smooth dowels at 12” O.C., but we could not find the required dowel length, what is the length? The dowels should be 18”

12. G-16 calls for tooled joints at 10’ O.C, while the specifications mention sawcut joints.

Which one do you want us to follow? The joint can be tooled joints.

13. Ecobunker clarifications/comments to assist bidders:

- Backfill zone with Cement Modified Soil (CMS) will equal a ~ 4" uniform depth to cover and secure tie-back tiles

- Portland:Soil/Sand ratio will equal 1:15 by volume

- Estimated portland per pallet of Ecobunker is approximately 2-3 bags mixed accordingly per 62.5 face feet of wall.

- Backfill zone beyond the CMS zone into the embankment will be compacted native course sand/soil

IRRIGATION QUESTIONS

14. Please verify head count. Use the quantity listed in the specifications.

15. Verify all points of connection to existing system

Points of connections include:

• 8” to the right of #10 Tee quail to #1 Road Runner tee

• 8” from #13 Quail Green to #1 Road Runner Green

• 6” from #14 Quail to #2 Road Runner

• 6” RO connection near back of Range Tee

• 8” RO connection near pump station

• 8” Well water connection near RO pump station and Practice tee

• 6” behind #14 Road Runner green and existing Road Runner system

• 16” new HDPW to 10” existing PVC near #13 Road Runner green

• New well supply from well # 3 to parking lot lake

16. Green IRR valve size and type? Greens should be 2” CMF nonmetal isolation valves

17. Verify Lateral Isolation Valves: Spec says LEEMCO angle valve, detail on plan says ISCO/Aquafuse. Phase 1 used 2” CMF nonmetal isolation valves

18. 2" pipe is DR11 purple pipe labeled with: "Caution: Non-Potable Water - Do Not Drink"

Pipe can be purple or black with purple stripe

19. 2" RO pipe shall have 2 wide yellow warning tape with: "Caution: Reclaimed Water - Do Not Drink" Correct

20. Mechanical 2" sprinkler taps: Either LEEMCO or Aquafuse side nipple? Tap connections for 2” valves can be CMF/Aquafuse of ISCO side wall fusion nipples.

21. Yellow wire the length of the mainline each controller operates. Correct

22. Yellow wire to each QCV. Correct

Company Name

Bidder Authorized Signature Date

Please Print Above Name Phone

BID # 27000006