Pinon Add1 1 of 3.pdf

Southeast Regional Office 4255 Sinton Road Colorado Springs, CO 80907

LATHROP STATE PARK

PINON CAMPGROUND WASTEWATER PROJECT

IFB1 2017000191

ADDENDUM #1 TO CONSTRUCTIO DOCUMENTS

This addendum forms a part of the original construction plans and specifications, and modifies the documents as noted below:

DEADLINE FOR WRITTEN QUESTIONS has been extended to March 7, 2017 at 4:00 PM

DEADLINE FOR RECEIPT OF BIDS has been extended to March 10, 2017 at 4:00 PM

QUESTIONS & CLARIFICATIONS FROM MANDATORY PRE-BID CONFERENCE:

1. Can HDPE be used for casing pipe at HWY 160 crossing?

Yes – see added information to detail on revised SHEET 11 included in this addendum.

2. STAGING AREAS - see added information to revised SHEET 1 included in this addendum.

3. ON-SITE SOIL WASTE STOCK PILE AREA - see added information to revised SHEET 1 included in this addendum. This area shall only be used for segregated soil and rock waste. No asphalt or concrete waste shall be deposited in this area. Boring slurry may be placed in this area as long as it is placed in such a way that slurry does not run off from the stock pile area.

4. Section 02630 2.01 A.1 states manufacture of HDPE shall use PE 4710 “(DIPS)” – but should read

“(IPS)”.

5. Method of HDPE pipe installation is up to the Contractor, however some areas must be bored.

6. MANHOLE at STA 85+49 – base shall be cast in place.

7. Can a tee be used in place of tapping saddle in the air/vac vault detail? – YES

8. What is the construction budget? - $600,000

CONSTRUCTION DOCUMENT REVISIONS:

1. SPECIFICATION 01400 28. I. – delete “Landscape areas – one test per 1000 linear feet” and replace with “ All other areas – 2 tests per 500 linear feet”

2. SPECIFICATION 02221

1.02 A. - replace “two” with “one” in reference to trench backfill warranty period.

3.04 C. 3. – replace “four (4)” with “two (2)” in reference to density testing.

3. SPECIFICATION 02224 2.01 A. 2. – minimum wall thickness for steel pipe shall be deleted, and replaced with “A53 SCHEDULE 40”

4. SPECIFICATION 02515 2.05 – Add new paragraph “D. The valve box cover shall be cast with the word “SEWER” if carrying wastewater. “

5. SPECIFICATION 02630 2.01 A. 1. – replace (DIPS) with (IPS).

6. SPECIFICATION 03315 1.03 A. – no testing of grout will be required.

ADDENDUM ATTACHMENTS:

1. BID SCHEDULE – to replace previously posted bid schedule.

Previous bid item for rock excavation has been eliminated. Bid item 6 for the 2” force main shall be all inclusive of any costs associated with installation of the pipe. Costs associated with surface repair, including re-vegetation, asphalt road repair and asphalt trail repair (new item added to bid schedule) shall be separate from the pipe cost.

Alternates may be selected in any order, or none may be selected.

2. SPECIFICATION SECTIONS:

01650 Starting of System 01666 Testing Wastewater Piping System 02622 PVC Pressure Pipe 16051 Common Electrical Work 16120 Conductors and Cables 16410 Enclosed Switches and Circuit Breakers 16461 Low Voltage Transformers 16483 Starters 17100 Monitoring and Control System

3. CONSTRUCTION DRAWINGS dated 2/27/2017 to replace all previously posted Construction Drawings. Revisions include:

SHEET 1 – added Staging areas, and Soil Waste stock pile area SHEET 2 – there is an existing 1” water poly pipe paralleling main park road that will cross force main, and will require locating and potholing near STA 16+00; add alternate bid item #2 has been revised to approximately 650 LF of 1” HPDE with 4’ depth of bury with yard hydrant as shown; clean-out added STA 17+67.58.

SHEET 3 – culvert invert has been lowered to reflect existing condition; note has been added concerning asphalt trail repair; clean-out added STA 23+85.

SHEET 4 - culvert invert has been lowered to reflect existing condition, and note has been added to indicate there is continual flow through culvert; note has been added concerning asphalt trail repair; clean-out added STA 35+11.52.

SHEET 5 – the existing steel pipe across inlet extends to southwest crossing proposed force main, and will require locating and potholing; clean-outs added STA 48+47.37, 58+42.01.

SHEET 6 - clean-out added STA 70+00 SHEET 7 - clean-out added STA 80+25.01 SHEET 8 – there is existing phone line near STA 90+00 and will require locating and potholing;

there are existing phone and 2 fiber optic lines in CDOT ROW that and will require locating and potholing; asphalt trail near STA 88+40 will need to be repaired.

SHEET 9 – Note 11 has been revised; note 12 added for odor control; 6’ ID MH shall be epoxy lined per added note 13.

SHEET 11 – Air/Vac Vault Plan view – manhole dimension has been revised to “4’ ID”; HWY 160 bore casing pipe material revised to Schedule 40 A-53 steel or SDR17 HDPE pipe.

SHEET 12 – bedding detail has been revised – see REVISED SHEET 13 also.

SHEET 13 – has been revised to include trench section, gate valve detail, and clean-out detail.

Electric one-line moved to SHEET 14.

Please make sure to acknowledge this construction document addendum #1 on the bid schedule.

Addendum #2 will contain final questions and a new bid schedule with an alternate bid item for a route which relocates the force main from along the asphalt trail to adjacent the main park road from STA 17+00 to 56+00.

END OF ADDENDUM #1

Bid Schedule

STATE OF COLORADO

DEPARTMENT OF NATURAL RESOURCES

DIVISION OF PARKS AND WILDLIFE

Wastewater Force Main Project

Bid Schedule: 1 OF 4

, Vendor ID (Business Name) (from VSS registration)

Proposes to furnish all labor, equipment, materials, and incidentals needed to complete the Wastewater Force Main Project at Lathrop State Park. The work shall be completed by June 30, 2017. We have read and made, the “Instructions to Bidders”, the “General Requirements and Covenants for Capital Construction”, the Written Specifications, and the Construction Drawings as part of this bid.

Minority Business Statement: The undersigned bidder shall certify by circling below that the corporation, partnership, or sole proprietorship

IS or IS NOT 50 percent (50%) or more owned and operated by a socially or economically disadvantaged group per the Small Business Administration.

Service Disable Veteran Owned Small Business Statement: The undersigned bidder shall certify by circling below that the corporation, partnership, or sole proprietorship

IS or IS NOT claiming a 5% bid preference in accordance with C.R.S. 24-103-211. SDVOSB certification must be included with the bid response.

Colorado Labor Statement: The undersigned bidder shall certify below by indicating the percentage of Colorado labor of the total workforce to be utilized for this project (if the project cost is greater than $500,000) in accordance with C.R.S. 8-17-101. If the amount of Colorado labor does not equal at least 80% a written justification for the actual percentage provided must be included with the bid response.

% of Colorado Labor =

Addendum Inclusion Statement: The undersigned bidder shall certify by listing below that all Addendums have been considered and included as part of the Contractor’s proposal. The Addendum numbers that the Contractor has included as part of his proposal shall be listed in the space provided. Contractor wishing to submit a bid must review the BIDs website for any posted addendums (modifications).

Addendums:

Force Main Project

Bid Schedule: 2 OF 4

Base Bid: Furnish and install all materials and labor for the completion of the Force Main Project per the Construction Drawings and Specifications.

Item Base Bid: Quantity Unit Unit Cost Total Item Cost

1. Mobilization 1 LS $ $

2. Geotechnical Testing of Construction 1 LS $ $

3. Traffic Control 1 LS $ $

4. Field Survey 1 LS $ $

5. Demolition; Clear & Grub 1 LS $ $

6. 2” HDPE Force Main 8500 LF $ $

7. 2” Force Main Gate Valves 5 EA $ $

8. Cleanout 8 EA $ $

9. Air Vacuum Station 4 EA $ $

10. Culvert Crossing

STA 17+25 & 30+50

2 EA $ $

11. STA 84+00 HWY 160 Crossing – Bore 140 LF $ $

12. STA 44+00 Creek Crossing – Bore 200 LF $ $

13. Existing Utility Crossings – will require locating & potholing to determine location (7 Water, 1 Wastewater, 4 Tele-F/O)

12 EA $ $

14. 5’ ID Manhole connection to existing 8” main from campground, and +/- 36 LF 8” PVC to next MH

1 LS $ $

15. Lift Station including 6’ ID Manhole, 2 Sulzer ABS S26/2W Piranha Pumps, electric panel, floats, piping, vent, and +/- 6 LF 2” PVC to next MH, odor control

1 LS $ $

16. Lift Station Monitoring System 1 LS $ $

17. 4’ ID Manhole with Meter & Valve, vent

1 LS $ $

18. 5’ ID Manhole Tie In at STA 84+70.45 1 LS $ $

19. Asphalt Road Repairs 300 SY $ $

20. Asphalt Trail Repairs STA 19+00 to 47+00

1600 SY $ $

21. Re-vegetation 1 LS $ $

22. Site Electric Service (assuming SIEA will be placing new transformer within 50’ of lift station)

1 LS $ $

23. Startup & Commissioning 1 LS $ $

Bid Schedule: 3 OF 4

Base Bid TOTAL AMOUNT _$______________________

Base Bid TOTAL AMOUNT: (PLEASE WRITE OUT BID AMOUNT)

$____________________________________________________________________________DOLLARS

Add Alternate Bid Item #1: Furnish and install all materials and labor for the construction of a 10’ wide gravel driveway to the lift station site extending approximately 400 LF from the Hogback Nature Trail parking lot with 4” thick CDOT Class 6 aggregate base course. Scope of Work includes minor grading and compaction of subgrade, placing, grading and compacting ABC.

Item Base Bid: Quantity Unit Unit Cost Total Item Cost

1A Lift Station Driveway 85 TON $ $

Add Alternate #1 TOTAL AMOUNT _$______________________

Add Alternate #1 TOTAL AMOUNT: (PLEASE WRITE OUT BID AMOUNT)

Add Alternate Bid Item #2: Furnish and install all materials and labor for the completion of installing a yard hydrant near lift station. Scope of work to include connecting to existing 1” poly water line near main park road east of lift station, installing valve on existing 1” poly, installing approximately 650 LF 1” HDPE waterline paralleling new force main alignment to lift station, installing 1 Freeze Flow Executive Yard hydrant with splash pad constructed with one concrete MH riser section filled with 1” to 3” cobble. Waterline shall have 4’ minimum of cover.

Item Base Bid: Quantity Unit Unit Cost Total Item Cost

2A Freeze Flow Executive Yard Hydrant with Splash Pad

1 LS $ $

2B 1” HDPE Waterline 650 LF $ $

2C Tee, Valve and Valve Box 1 LS $ $

Add Alternate #2 TOTAL AMOUNT _$______________________

Add Alternate #2 TOTAL AMOUNT: (PLEASE WRITE OUT BID AMOUNT)

Add Alternate Bid Item #3: Furnish one extra pump to park for backup.

Item Base Bid: Quantity Unit Unit Cost Total Item Cost

3A S26/2W Piranha Pump 1 EA $ $

Add Alternate #1 TOTAL AMOUNT _$______________________

Add Alternate #1 TOTAL AMOUNT: (PLEASE WRITE OUT BID AMOUNT)

Bid Schedule: 4 OF 4

(A Corporate Signature Block)

Company Name

A Corporation

Date , 20 E.I.N.#

By President

Attested to by Secretary

(A Partnership Signature Block)

A limited partnership of , general partner;

doing business as (dba)

Company Name

E.I.N. OR S.S. # by General Partner

(A Sole Proprietorship Signature Block)

A Sole Proprietorship of (dba)

S.S. # by Owner

BeanCHER Typewritten Text

NEW WATERLINE IS ADD

ALTERNATE ITEM #2

BeanCHER Line

BeanCHER Typewritten Text

BeanCHER Typewritten Text

APPROX. 650 LF

BeanCHER Typewritten Text

BeanCHER Typewritten Text

BeanCHER Typewritten Text