Addendum No. 1.pdf

ADDENDUM NO. ONE

IFB 2024-W-002

PIXIE PARK LOOPING WATERLINE

MARCH 15, 2024

Questions that have been asked about this project and the PWMD responses are noted below:

QUESTION #1:

Consider adding item numbers to bid schedule for Vehicle Tracking Control, Concrete Washout Area, Stabilized Staging Area, Bedding (tons/CY), and Dewatering.

RESPONSE #1:

No additional Items will be added to the Bid Schedule for Vehicle Tracking Control, Concrete Washout Area, Stabilized Staging Area, Bedding (tons/CY), and Dewatering. These items are considered incidental to the various pay items in which they are most closely associated.

Vehicle Tracking Control-Incidental to Erosion Control Concrete Washout Area-Incidental to Erosion Control Stabilized Staging Area-Incidental to Erosion Control Bedding (tons/CY)- Incidental to Earthwork Dewatering-Incidental to Earthwork

QUESTION #2:

Consider making Item #13 Tie-Ins (Valves, Fittings, and reverse anchors a LS for units.

RESPONSE #2:

No change to the Bid Item will be made. Work for Tie-Ins will be paid under the Tie-Ins (Valves, Fittings, and Reverse Anchors) Bid Item.

QUESTION #3:

There appears to be valves to tie into on the south side of Stewart Dr. that would help with not crossing the road.

RESPONSE #3:

This option will be investigated prior to construction beginning. At that time a decision will be made on how to proceed. Bid the project per plan at this time.

QUESTION #4:

Is BUILDERS RISK INSURANCE required as in the contract documents? Normally, this is when you are building a structure.

RESPONSE #4:

Builders Risk Policy is not required.

QUESTION #5:

Is an APEN required for this project?

RESPONSE #5:

An APEN will not be required; however, per the General Conditions under Dust Prevention: The Contractor shall furnish all labor, equipment, and means required and shall carry out effective measures wherever and as often as necessary to prevent Contractor’s operations from producing dust in amounts damaging to property, cultivated vegetation, or domestic animals or causing a nuisance to persons living or occupying building in the vicinity. The Contractor shall be responsible for any damage resulting from any dust originating from Contractor’s operations.

QUESTION #6:

Can you please provide the GEOTECH REPORT along the alignment, so we know if GROUNDWATER was encountered and the hardness of the ROCK?

RESPONSE #6:

A report was not prepared for this project.

QUESTION #7

Do you anticipate the contractor to hit GROUNDWATER?

RESPONSE #7:

There is a possibility that groundwater will be encountered. On a similar project just west of this site, groundwater was encountered. Dewatering was not necessary.

QUESTION #8:

The contract documents say the contractor needs to secure a 401 PERMIT. This is normally secured by the City or Metro District. Correct?

RESPONSE #8:

If Groundwater is encountered, the Contractor will be required to obtain a Dewatering Permit from the State prior to discharging and water.

QUESTION #9:

Can you please revise the bid tab and include a POTHOLING existing utilities bid item?

There is no Measurement and Payment in the contract documents.

RESPONSE #9:

Per Specifications Section 01010, 1.2, A – The cost for incidentals shall be assigned to the various pay items in which they are most associated.

QUESTION #10:

Does the EARTHWORK quantity include excavation for the main and the fire hydrant?

RESPONSE #10:

The EARTHWORK quantity has been updated to include the excavation for the fire hydrants. Please take note that the Units have changed from CY to LF.

QUESTION #11:

If in fact there is ROCK 12” below grade does the Metro District have a place to dispose of the rock and do, they have a borrow pit for the required backfill?

RESPONSE #11:

There is not a location to dispose of rock and we do not have a borrow pit for the required backfill. Per Section 02300 Earthwork-Item 3.12: Remove debris, junk, broken concrete, broken asphalt, rock, stones, stumps, logs, roots, and other unsuitable material from the site and dispose of it.

Please note that a larger quantity for the ROCK EXCAVATION and all associated items involved has been added to the Bid Schedule.

Other items that have been modified in the Bid Schedule consist of the following:

the Units for Aggregate Base Course (Class 6) have been modified from CY to LF.

(REST OF PAGE INTENTIONALLY LEFT BLANK)

Bid Form

BID FORM

CONTRACT IDENTIFICATION NO.: IFB-2024-W-002 Pixie Park Looping Waterline

THIS BID IS SUBMITTED TO: Pueblo West Metropolitan District c/o Pueblo West Metropolitan District Finance Department – Purchasing Division

P. O. Box 7005 Pueblo West, CO 81007

1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an Agreement with the District in the form included in the Contract Documents to complete all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the Contract Documents.

2. BIDDER accepts all of the terms and conditions of the Instructions to Bidders. This

Bid will remain open for thirty (30) days after the day of Bid opening. BIDDER will sign the Agreement and submit the contract Security and other documents required by the Contract Documents within ten (10) days after the date of the District’s Notice of Award.

3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:

a. BIDDER has examined copies of all the Contract Documents and of the following addenda:

DATE NUMBER

(receipt of all of which is hereby acknowledged) and also copies of the Invitation to Bid and the Instruction to Bidders.

b. BIDDER has examined the site and locality where the Work is to be performed, the legal requirements (federal, state, and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as BIDDER deems necessary;

c. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation;

BIDDER has not directly or indirectly induced any person, firm or a corporation to refrain from himself any advantage over any other Bidder or over District.

4. The BID SCHEDULE has been filled in and completed as required. The number of units contained in the Schedule is approximate only, and final payment will be made for the actual number of units which are incorporated in or made necessary by the work included in this contract. In the event that work and/or materials or equipment are required to be furnished to a greater or lesser extent than is contemplated by the Drawings and Specifications, such work and/or materials or equipment will be furnished additionally or omitted in accordance with the unit prices stated in the Bid Schedule.

5. BIDDER shall complete the Work within sixty (60) calendar days after issuance of the Notice of Proceed.

6. Communications concerning this Bid shall be addressed to:

The name and address of BIDDER indicated below.

To the following address:

7. Is your company a Small, Minority or Woman Owned Company? __________

If yes, please explain:

SUBMITTED ON , 20 .

BID SCHEDULE

The Bidder shall complete the following Bid Schedule completely and it shall remain attached to the Contract Documents. Bid prices shall include sales tax (if applicable), license fees and all other applicable fees.

The quantities shown are approximate only and are for the purpose of bid comparison.

Payment shall be based on the final measured quantities completed in place (EXCEPT those items designated as “lump sum”) at the unit price quoted herein.

BASE BID (GADSEN DR. AND E. STWEART DR)

ITEM

NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL

1 MOBILIZATION/DEMOBILIZATION LS 1

2 EROSION CONTROL AC 1.25

3 CLEARING & GRUBBING LS 1

4 TRAFFIC CONTROL & SIGNAGE LS 1

5 SEEDING-NATIVE (FOOTHILLS MIX) AC 1.5

6 CONSTRUCTION SURVEYING LS 1

7 EARTHWORK (TRENCHING) LF 680

8 ROCK EXCAVATION LF 170

9 AGGREGATE BASE COURSE (CLASS 6) SY 90

10 HOT MIX ASPHALT PATCHING 9 (GRADING S) (75)(PG 58-

28 SY 90

11 FIRE HYDRANT ASSEMBLY EA 1

12 6” PVC WATER MAIN (C900) SYSTEM LF 680

13 TIE-INS (INCLUDES VALVES, FITTINGS, AND REVERSE

ANCHORS) EA 2

14 TRENCH STOPS AND THRUST BLOCKS LS 1

TOTAL BASE BID PRICE

TOTAL BASE BID IN WRITING:

____________________________________________________________________DOLLARS

AND _____________________________ CENTS.

ADD ALTERNATE NO. 1 (S. CELLINI CIRCLE)

ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL

1 MOBILIZATION/DEMOBILIZATION LS 1

2 EROSION CONTROL AC 1.25

3 CLEARING & GRUBBING LS 1

4 TRAFFIC CONTROL & SIGNAGE LS 1

5 SEEDING-NATIVE (FOOTHILLS MIX) AC 1.5

6 CONSTRUCTION SURVEYING LS 1

7 EARTHWORK (TRENCHING) LF 850

8 ROCK EXCAVATION LF 255

9 AGGREGATE BASE COURSE (CLASS 6) SY 240

10 HOT MIX ASPHALT PATCHING (GRADING S) (75) (PG 59-

28) SY 64

11 FIRE HYDRANT ASSEMBLY EA 1

12 6” PVC WATER MAIN (C900) SYSTEM LF 850

13 REMOVE AND RESET POLE EA 1

14 TIE-INS (INCLUDES VALVES, FITTINGS, AND REVERSE

ANCHORS EA 1

15 TRENCH STOPS AND THRUST BLOCKS LS 1

TOTAL ADD ALTERNATE PRICE

TOTAL ADD ALTERNATE NO. 1 IN WRITING:

TOTAL BASE BID PLUS ADD ALTERNATE NO 1. IN WRITING:

SIGNATURES

AN INDIVIDUAL:

By: __________________________________________________________ (SEAL) (Individual’s Name) – Please Print

By: __________________________________________________________ (Individual’s Signature)

Doing business as: _______________________________________________

Business address: ________________________________________________

Phone No.: ______________________ Fax No.: _______________________

E-Mail Address: _________________________________________________

A PARTNERSHIP:

By: ____________________________________________________________ (SEAL) (Firm Name) (General Partner)

Business address: __________________________________________________

Phone No.: ______________________ Fax No.: _________________________

E-Mail Address: ___________________________________________________

A CORPORATION:

By: ___________________________________________________________ (Corporation Name)

(State of Incorporation)

By: ____________________________________________________________ (Name of Person Authorized to Sign) – Please Print

(Title)

By: ____________________________________________________________ (Signature of Personal Authorized to Sign)

(Corporate Seal)

Attest: __________________________________________________________ (Secretary)

Business address: _________________________________________________

A JOINT VENTURE:

By: ______________________________________________________________ (Name) (Address)

By: _______________________________________________________________ (Name)

(Address)

Phone No.: ______________________ Fax No.: __________________________

E-Mail Address: ____________________________________________________

(Each joint venture must sign. The manner for each individual, partnership and corporation that is a party to the joint venture should be in the manner indicated above).

This Addendum to the above referenced project shall become a part of the Contract Documents and shall be binding in all respects.

Information contained in this Addendum shall supersede any information presented in the Contract Documents.

The bidders shall permanently affix this Addendum to the Contract Documents and Specifications so it will be turned in with the bid.

The undersigned bidder acknowledges receipt of this Addendum No. One.

Received by:

Firm Name:

Address:

Date:

Phone:

END OF ADDENDUM