Addendum 2 to ITB 11551 Nehalem Bay State Park Utility Road Improvement Project~1.pdf

Addendum #2 ITB #11551 OregonBuys #S-63400-00011346 Nehalem Bay State Park Utility and Road Improvement Project

ADDENDUM #2

OregonBuys # S-63400-00011346

ITB # 11551

Nehalem Bay State Park

Utility and Road Improvement Project

This Addendum 2 modifies the Invitation to Bid (“ITB”) document(s) for work only to the extent indicated herein. All other areas not specifically mentioned or affected by this Addendum 2shall remain in full force. This Addendum 2 shall be added as a part of the original ITB document(s) and shall become part of the work required.

ADDENDUM

1. EXHIBIT 1 – PRICING SUBMITTAL FORM is DELETED in its entirety and REPLACED with

EXHIBIT 1 – PRICING SUBMITTAL FORM (Revised Addendum 2), which is found as a separate download (Excel) file on OregonBuys.

2. Attachment A Technical Specifications, Part A GENERAL AND ADMINISTRATIVE SPECIFICATIONS is amended as follows:

A. Section 01010 SUMMARY OF WORK, Part 1 – GENERAL, Section 1.04 OWNER

OCCUPANCY is modified as follows:

i. DELETE paragraph A in its entirety and REPLACE with:

A. The Park will be closed during construction. See Section 01019 for additional details.

ii. DELETE paragraph B in its entirety and mark “RESERVED”.

iii. ADD paragraphs D and E as follows:

D. Maintain access for emergency management services including fire, police, ambulance, and others throughout construction.

E. Maintain access for Nehalem Bay Water Agency to access facilities and equipment onsite during construction as needed.

B. Section 01010 SUMMARY OF WORK, Part 1 – GENERAL, Section 1.05 CONTRACTOR USE OF SITE AND PREMISES is modified as follows:

i. ADD the following paragraph 2. to Section 1.05, paragraph E:

2. Contractor traffic shall access the park from Hwy 101 via Necarney City Road. City of Manzanita (City) has a road project scheduled for Classic Street during the same time frame and requests that Owner construction traffic is diverted from Classic Street to avoid conflict with City project.

i. ADD the following paragraphs 1. and 2. to Section 1.05 paragraph I:

1. Contractor temporary work force accommodations must be self-sufficient. Park restrooms will not be available. Temporary utilities may not be available.

2. If the awarded Contractor elects to utilize the Park for temporary living accommodations for its employees and subcontractors during construction, Owner will negotiate an amendment to the contract to reduce the cost of the Mobilization line item commensurate with the value of the Park space usage.

C. Section 01019 CONTRACT CONSIDERATIONS, Part 1 – GENERAL, Section 1.01 SPECIAL PROJECT REQUIREMENTS is modified as follows:

i. DELETE paragraph A in its entirety and REPLACE with the following:

A. The Park will be closed to the public starting on December 1, 2024. The Horizon Street entrance and campground will be closed starting on November 1, 2024.

Public access to the day-use area, boat ramp and airport east of the main entry road will remain open via the Garey Street entrance through November 30, 2024.

The Contractor shall erect barricades and signage to prevent public access in the construction site and provide for public safety during construction. Devices required to provide for public safety during construction shall be provided and installed by the Contractor at the expense of the Contractor. If required safety devices are not installed, Work shall not be allowed to commence until such devices are installed. The Contract Time will not be extended based on working Days lost due to the noncompliance of safety devices.

D. DELETE Section 01025 MEASUREMENT AND PAYMENT in its entirety and replace with the attached Section 1025 MEASUREMENT AND PAYMENT – REVISED ADDENDUM 2. Deleted language is shown in strikethrough and revised language is shown in bold and underline.

E. Section 01350 PROTECTION OF CULTURAL RESOURCES is modified as follows:

i. ADD Figure 1. Archaeological Monitoring Area Map to the end of the Section.

F. Section 02100 SITE CLEARING, Part 1 – GENERAL, Section 1.01 GENERAL DESCRIPTION is modified as follows:

ii. DELETE paragraph A in its entirety and REPLACE with the following:

A. Furnish all labor, materials, equipment, and incidentals required to perform all clearing, grubbing, stripping, and removing of trees and stumps, and dispose of all vegetation and debris off-site in a legal manner. Clean excess sand and soil generated by construction activities may be disposed of on site at a location specified by the Park Manager or Project Manager.

G. Section 02100 SITE CLEARING, Part 3 – EXECUTION, Section 3.02 APPLICATION, paragraph A., 1., b. is modified as follows:

i. DELETE paragraph b. in its entirety and REPLACE with the following:

b. Removal includes digging out and disposal of stumps and roots off-site in a legal manner on site at a location specified by the Park Manager or Project Manager.

H. Section 02200 EARTHWORK, Part 3 – EXECUTION, Section 3.01 GENERAL is modified as follows:

i. DELETE paragraph E in its entirety and REPLACE with the following:

E. Disposal material, other than soil and/or sand, vegetation, and woody material, is the property of the Contractor and therefore it is the sole responsibility of the Contractor.

1. Disposal material shall be hauled off site, and completely removed from the Owner's property and legally disposed of.

2. Surplus soil and/or sand, vegetation and woody material may be hauled and disposed of on-site a location designated by Park Manager or Project Manager.

3. Disposal of contaminated soil shall be in accordance with federal, state, and local laws and regulations.

I. Section 02200 EARTHWORK, Part 3 – EXECUTION, Section 3.08 DISPOSAL OF SURPLUS

MATERIAL is modified as follows:

i. DELETE paragraph A in its entirety and REPLACE with the following:

A. Remove all waste material, including trees, stumps, vegetation, asphalt, concrete, pipe, trash and debris, and dispose of legally off the Owner’s site.

1. Excess native material including soil and/or sand stumps, and vegetation shall be hauled and placed on site at a location designated by Park Manager or Project Manager.

J. Section 02400 HORIZONTAL DIRECTIONAL DRILLING, Part 3 – EXECUTION, Section 3.05

SITE RESTORATION is modified as follows:

i. ADD the following paragraph B. to Section 3.05:

B. Drilling fluid, soil and slurry resulting from horizontal directional drilling shall be disposed of off-site in a legal manner in accordance with regulatory requirements.

1. Contain excess drilling fluid at entry and exit points until recycled or removed from site.

2. Drilling fluid and spoils shall not be discharged in sanitary sewers. Storm sewers or other drainage systems.

3. ATTACHMENT B – PLANS AND DRAWINGS is amended to delete and replace the following Plans and Drawings. Replacement sheets are provided in Addendum 2, Attachment B - Revised Drawings, which is found as a separate file on OregonBuys:

• G1.1 NOTES, LEGEND AND SHEET LIST - Sheet List table has been revised.

• D1.8 DEMOLITION AND EXISTING CONDITIONS PLAN SOUTH DAY USE – Sheet and

Demolition Notes have been revised.

• C1.0 NECARNEY WATERLINE REPLACEMENT – Detail 2 and notes have been revised.

• C2.3 UTILITY PLAN B LOOP – Hydrant location has been revised.

• C3.2 UTILITY PLAN D LOOP – Hydrant Plan Note has been revised.

• C3.5 RV SITE UPGRADES DEF LOOP – Detail 1 has been revised.

• C4.1 SITE PLAN – CD RESTROOMS – Construction notes have been revised.

• C5.1 SITE, GRADING AND UTILITY PLAN – SOUTH DAY USE - Plan has been revised.

• C5.2 SEWER PLAN AND PROFILE – SOUTH DAY USE - Sheet notes have been revised.

• C5.4 SEWER PLAN AND PROFILE – SOUTH DAY USE - Construction notes have been revised.

• C5.6 SEWER PLAN AND PROFILE – SOUTH DAY USE - Construction notes have been revised

• C5.7 SEWER PLAN AND PROFILE – SOUTH DAY USE - Construction notes have been revised

• C7.1 HORSE CAMP RESTROOM PLAN – ADD ALT 1 – Grading plan and sheet notes have been revised.

• C8.1 CIVIL DETAILS – Detail 1 has been revised

• C8.3 CIVIL DETAILS – Details 2 and 4 have been revised

• C8.4 CIVIL DETAILS – Details 2 and 3 have been revised

• C8.7 CIVIL DETAILS – Details 4 has been revised

• E3.0 ELECTRICAL ONE-LINE AND LOAD CALCULATIONS – D LOOP – One-line diagram has been revised

• E4.0 ELECTRICAL ONE-LINE AND LOAD CALCULATIONS – E LOOP – One-line diagram has been revised

• E5.0 ELECTRICAL ONE-LINE AND LOAD CALCULATIONS – F LOOP – One-line diagram has been revised

All references to the ITB CLOSING DATE AND TIME REMAIN UNCHANGED.

Addendum prepared by:

Melody Waight Sr. Contracts Specialist melody.waight@oprd.oregon.gov

Prospective Bidders have until 2:00 PM on September 13, 2024 to submit written questions, requests for change, or protests regarding this Addendum.

This Addendum constitutes a MATERIAL change to the solicitation document. Its receipt by the Offeror shall be acknowledged per Section H of the ITB.

End of Addendum 2

CLARIFICATIONS AND RESPONSE(S) TO QUESTIONS

The following provides OPRD’s answers to questions received from potential Bidders. The information provided below is for clarification purposes only and does NOT constitute a change to the solicitation documents or requirements.

1. QUESTION: What is the payment mechanism if items bid as pipe bursting can’t be pipe burst?

OPRD RESPONSE: OPRD will issue a proposal request to negotiate a change in quantity by Bid Item with Contractor if a construction approach change is required. If approved by OPRD, a Change Order will be executed.

2. QUESTION: Is it acceptable to dispose of material resulting from tree removal on site?

OPRD RESPONSE: As described in the Technical Specifications, Sections 01025 and 02100, Contractor shall remove and dispose of trees and woody material offsite.

3. QUESTION: Is native soil acceptable for backfill of holes resulting from tree removal?

OPRD RESPONSE: Yes.

4. QUESTION: Can excess sand and native soil be disposed of onsite?

OPRD RESPONSE: Yes, soil and sand can be disposed of on site in location approved by Park Manager. Asphalt, concrete and other non-native material shall be disposed of legally offsite.

5. QUESTION: Is there a location where bore mud can be disposed of onsite?

OPRD RESPONSE: Contractor shall dispose of bore mud and drilling fluid off site in a legal manner.

6. QUESTION: Is there pavement depth information for the road?

OPRD RESPONSE: See Attachment F Geotechnical Report.

7. QUESTION: Measurement and Payment Section 01025, Bid Item B19 indicates no payment for the bid item until wire is installed. There could be a long delay between conduit installation and wire pulling.

OPRD RESPONSE: Contractor must demonstrate conductivity prior to payment of this bid item.

8. QUESTION: Are existing pipe sizes known? Are we upsizing the pipes we are bursting or replacing like sizes?

OPRD RESPONSE: Existing and proposed pipe sizes are labelled in the lines on the plans in Attachment B.

9. QUESTION: What if there are long lead issues with stainless steel electrical equipment. Will the stainless steel be value engineered out of the project or will the construction schedule be adjusted?

OPRD RESPONSE: OPRD will work with the Contractor to review options if the issue arises.

10. QUESTION: Questions are due tomorrow?

OPRD RESPONSE: Questions are due 7 Days prior to the Bid Opening Date (see ITB section C.1.2).

11. QUESTION: Do we know what the pipe materials we are bursting are?

OPRD RESPONSE: All pipe in campgrounds is PVC. Fittings may be PVC or metal.

12. QUESTION: Are there any abatement requirements for transite pipe where it is cut or burst?

OPRD RESPONSE: Pipe bursting is not proposed for transite water main. Contractor shall comply with all regulations to manage and legally dispose of any material removed.

https://www.oregon.gov/deq/Hazards-and-Cleanup/Documents/NonfriableACpipe.pdf

OPRD will submit ASN-6 Non-friable Project Notification Form to DEQ prior to project commencement. OPRD will coordinate with Contractor to submit ASN-4 Waste Shipment Report prior to disposal of any removed material.

13. QUESTION: What is the depth of cover over the existing pipe?

OPRD RESPONSE: Pipe depth is 2.5-3’ in the campgrounds.

14. QUESTION: Are the electrical kiosks lumped in with the electrical bid items?

OPRD RESPONSE: Yes.

15. QUESTION: Can you confirm, the electrical kiosks are not prefabricated or kits?

OPRD RESPONSE: The electrical kiosks are to be site built by Contractor.

16. QUESTION: Request for clarification of note 4, on C2.4 if we are pipe bursting, where would a difference in alignment occur?

OPRD RESPONSE: Where directional boring or trenching is used to replace pipe in lieu of pipe bursting, cap and abandon old lines in place.

17. QUESTION: Is the water main connection to the PRV pipe burst or open cut?

OPRD RESPONSE: The proposed approach is noted on the plan C1.0 of Attachment B. A portion can be open trench, and a portion is to be directional bored to avoid tree impacts.

18. QUESTION: Is OPRD handling construction staking or is that on the Contractor?

OPRD RESPONSE: Survey staking is the Contractor’s responsibility.

19. QUESTION: If the kiosks are Contractor furnished, could you pass on contact info for the manufacturer?

OPRD RESPONSE: See Question 14 above. The kiosks are not premanufactured or kits.

20. QUESTION: I have a question regarding the electrical drawings, sheets E2.1, E2.2 and E2.3. I don’t see any conduits drawn going to the new RV pedestals. Have those already been installed or is that a design build on our end? I saw some info written, but nothing drawn.

OPRD RESPONSE: The electrical drawings are schematic. See notes on E1.1. Contractor shall install all conduit and wire needed to provide electrical service to RV pedestals.

https://www.oregon.gov/deq/Hazards-and-Cleanup/Documents/NonfriableACpipe.pdf

Section 01025 - 11

MEASUREMENT AND PAYMENT

SECTION 01025 – MEASUREMENT AND PAYMENT [REVISED]

PART 1 – GENERAL

1.01 DESCRIPTION

A. All Payments shall be as provided in the State of Oregon General Conditions for Public Improvement Contracts. References to other documents in the Plans and in the Technical Specifications, such as ODOT and ODOT/APWA are not intended to include references to measurement and payment that may exist in those other documents. Specific Measurements for Work Items are detailed in this Technical Specification Section 01025.

B. If no Item exists for a portion of the Work, include the costs in a related Item.

C. No separate payment will be made for any item that is not specifically set forth in the

Solicitation, and all costs therefore shall be included in the prices named in the Solicitation for the various appurtenant items of Work.

D. Quantities listed in the Contract Document do not govern final payment. Payments to the

Contractor will be made only for actual quantities of Contract items performed in accordance with terms of the Contract and for items of Work actually performed under Change Orders.

E. Indirect costs, such as supervision and overhead, profit, and the General Conditions specified in the Contract, all shall be allocated to each item as applicable for Work defined in the item. No separate payment will be made to the Contractor for these items.

F. Disposal and Fees:

1. Material and debris generated by the Work shall be disposed of off-site in a legal manner unless otherwise noted in the Contract Documents.

2. There shall be no separate measurement and payment item for Disposal Fees.

Payment shall be incidental to other bid items.

G. Payments shall include full compensation for all labor, equipment, and materials necessary to perform the specified Work.

H. Partial payments to be made under the Contract shall be based on the percent of Work complete as approved by the Project Manager according to the State of Oregon General Conditions for Public Improvement Contracts.

I. Material requiring weighing to be weighed by scale. Allowable scales with Project

Manager approval are commercial vehicle weigh scales, plant automatic weight batching and mixing control printer system, or plant weight hopper printer system.

Pay Items to be measured by weight shall include all Contractor costs for furnishing appropriate weight tickets and transporting materials to the scales or to check weighing.

The scales shall conform to ORS 618, and NIST Handbook 44, and shall be:

Section 01025 - 12

MEASUREMENT AND PAYMENT

• Licensed by the Oregon Department of Agriculture;

• Technically suitable for weighing the materials;

• Properly installed and maintained; and

• Accurate to the required tolerances.

The Owner may periodically have a representative at the scales to observe the weighing procedures.

1.02 BID ITEMS, MEASUREMENT AND PAYMENT

(NOTE: See the Pricing Submittal Form. Payment shall include full compensation for all labor, equipment, materials and incidentals needed to accomplish the Work as shown and described in the Contract Documents.)

A. BID ITEMS – GENERAL:

A1. Mobilization:

a. Measurement and payment for this bid item shall be made on a lump sum basis for all phases of work under the contract. The amount to be allowed for Mobilization will be paid in partial payments under the Contract as follows:

i. When 5 percent of the total original Contract amount is earned from other items, 50 percent of the amount bid for Mobilization, or 2.5 percent of the original Contract amount, whichever is the least, will be paid.

ii. When 10 percent of the total original Contract amount is earned from other items, 100 percent of the amount bid for Mobilization, or 5 percent of the original Contract amount, whichever is the least, will be paid.

iii. Upon completion of all Work on the Project, payment of any amount bid for Mobilization in excess of 5 percent of the total original Contract amount will be paid.

b. The above schedule of progress payments for Mobilization shall not limit or preclude progress payments otherwise provided by the Contract.

c. Construction access, staging, and traffic control shall be incidental to this bid item.

A2. Traffic Control:

basis for all phases of work under the contract.

b. The Work shall include all on highway signage, fencing, barriers, materials, equipment, and labor necessary to perform he Work as specified.

A3. Erosion and Sediment Control:

basis.

Section 01025 - 13

MEASUREMENT AND PAYMENT

b. The Work shall include all erosion control measures necessary to comply with the requirements of Section 01560 Environmental Controls, all applicable permits, and all local, state, and federal requirements.

B. BID ITEMS – SITEWORK AND UTILITY IMPROVEMENTS:

B1. Demolition, Clearing, and Grubbing:

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material in a legal manner off-site unless otherwise noted in the Contract Documents.

B2. Tree Removal:

a. Measurement and payment for this bid item shall be made on a per each

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material off-site in a legal manner.

c. No trees shall be removed unless noted in Contract Documents or approved by Project Manager.

B3. General Excavation and Earthwork:

basis for all material moved or removed to the lines and grades shown on the Contract Documents and as approved by the Project Manager.

b. The Work shall include all excavation and earthwork required to construct roads, embankments, paths, equipment or building pads, parking areas, and all other structures as shown in the Contract Documents. No payment will be made for over-excavation except as approved by the Project Manager. Payment includes compensation for hauling and legal disposal of excess material off-site unless otherwise noted in the Contract Documents.

c. Geotextile fabric, where indicated by the Contract Documents, shall be incidental to this Work.

B4. Asphalt Saw Cutting and Removal:

a. Measurement and payment for saw cutting and asphalt removal shall be made on a lump sum basis.

b. Work shall include all material, equipment and labor necessary to saw cut and remove existing asphalt at locations shown on the Plans or as located in the field, including, but not limited to, saw cutting, excavation, and disposal of material at a Oregon Department of Environmental Quality (“DEQ”) approved dump site. Payment will only be made for

Section 01025 - 14

MEASUREMENT AND PAYMENT

asphalt excavation Work approved by the Project Manager.

c. If base materials are required to be excavated below asphalt surface, they shall be paid as part of the trench excavation and backfill pay items.

B5. Trench Excavation and Backfill:

a. Measurement and payment for trench excavation and backfill shall be made on a lineal foot basis for all excavation and backfill for trenches noted in the Contract Documents. Length will be measured horizontally along pipe actually installed without deducting for fittings and appurtenances.

b. No payment will be made for over-excavation except as approved by the Project Manager. Payment includes compensation for hauling and legal disposal of excess material off-site unless otherwise noted in the Contract Documents.

c. Rock excavation, if encountered, shall be paid under the Rock Excavation bid item.

B6. Rock Excavation (Allowance):

a. Measurement and payment for rock excavation shall be made on a cubic yard-in-place basis to the nearest 0.10 yard. This price shall apply whether such rock excavation consists of small isolated segments, large segments or the entire trenchline.

b. This item is to account for extra cost associated with rock excavation.

Normal excavation costs shall be associated with the appropriate item.

c. The volume shall be calculated using the standard trench, vault or structure width, length and depth of rock excavation to the standard trench, vault or structure depths as shown in the Contract Documents.

d. Payment shall include full compensation for Rock Excavation required to construct pipelines, manholes, building foundations and other miscellaneous and associated structures and required appurtenances. No payment will be made for Rock Excavation except as approved by the Project Manager, before Rock Excavation begins. Payment includes compensation for excavation to line and grade, hauling, and legal disposal of rock material off-site.

B7. Aggregate Base Rock:

a. Measurement and payment for this bid item shall be made on a per ton basis. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the base rock in conformance with the Contract Documents and as approved by the Project Manager.

c. The work includes base grading and compaction as indicated in the Contract Documents.

B8. Site Sewer System – Accessible and Host Campsites:

Section 01025 - 15

MEASUREMENT AND PAYMENT

b. The Work shall include all materials, equipment, and labor including but not limited to complete the installation of new 4-inch sewer piping, modification of the existing sewer line, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation, trenching and backfill, temporary shoring, coordinating inspections, and all other Work required to install the site sewer system at locations shown on Plans and as approved by the Project Manager and in conformance with the Contract Documents.

B9. Site Sewer System – C/D Loop Restroom:

b. The Work shall include all materials, equipment, and labor including but not limited to complete the installation of new sewer piping, modification of the existing sewer line, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation, trenching and backfill, temporary shoring, coordinating inspections, and all other Work required to install the site sewer system at locations shown on Plans and as approved by the Project Manager and in conformance with the Contract Documents.

c. Asphalt saw cut and removal, and trenching and backfill associated with this Work shall be billed under the applicable bid item.

B10. Site Sewer System – South Day Use Area and Horse Concessionaire Sites:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. The Work shall include all materials, equipment, labor, and incidentals including but not limited to complete the installation of new sewer piping, connection to the existing restroom outlet, manholes, pump station, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation, trenching and backfill, temporary shoring, coordinating inspections, and all other Work required to install the site sewer system at locations shown on Plans and as approved by the Project Manager and in conformance with the Contract Documents.

B11. Waterline Replacement – Necarney Boulevard:

b. Work includes all materials, equipment, labor, and incidentals required including but not limited to, fittings, pipe, joints, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, and all other Work required for a complete system.

Section 01025 - 16

MEASUREMENT AND PAYMENT

c. Work includes installation of the new 4-inch double check valve provided by Owner, and all fittings, labor, incidentals, equipment and materials to complete the Work.

B12-B16 Pipe Burst and Replace (1.5-, 2-, 3-, 4-, 6-Inch) Waterline

a. Measurement and payment for this bid item shall be made on a linear foot basis. Payment length will be measured horizontally along the centerline of the waterline through the fittings from beginning to ending points of the pipe. No separate payment for fittings will be made unless otherwise noted in the Contract Documents.

b. Work includes all materials, equipment, labor and incidentals required including but not limited to, fittings, pipe, joints, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and

B17 Directional Bore 3/4-inch Waterline

a. Measurement and payment for this bid item shall be made on a linear foot basis. Payment length will be measured horizontally along the centerline of the waterline through the fittings from the water mainline to the ball valve at the campsite service pedestal. No separate payment for fittings will be made unless otherwise noted in the Contract Documents.

b. Work includes all materials, equipment, labor and incidentals required including but not limited to, fittings, pipe, joints, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and

B18. Water System - South Day Use and Horse Concessionaire basis. No separate payment for fittings will be made unless otherwise noted in the Contract Documents.

b. Work includes all materials, equipment, labor and incidentals required including but not limited to, fittings, pipe, joints, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and

B19. Electrical Conduit Installed by Horizontal Directional Drilling:

a. Measurement and payment for electrical conduit installed by horizontal directional drilling shall be on a lump sum basis.

b. Payment for this item will only be made after the electrical conductors are installed in the conduit and the contractor demonstrates adequate continuity of the conductors.

c. Work includes providing the labor, equipment, materials and incidentals needed to furnish and install the conduit by horizontal directional drilling where shown in the Contract Documents.

Section 01025 - 17

B20-B22. Electrical System Improvements: (ALL ELECTRICAL IMPROVEMENTS)

a. Measurement and payment for electrical system improvements shall be made on a lump sum basis for each area of work itemized in the Pricing Submittal Form.

b. Work shall include all labor, equipment, materials and incidentals needed to furnish and install, testing and startup of electrical power, and controls for the electrical system improvement as described in the Contract Documents including but not limited to panels, enclosures, kiosks, primary and secondary conductors, pull boxes, handholes, vaults, pads, etc. unless otherwise noted in the Contract Documents and as approved by the Project Manager.

B23. Electrical System - South Day Use and Horse Concessionaire:

a. Measurement and payment for electrical system improvements shall be made on a lump sum basis for each area of work itemized in the Pricing Submittal Form.

b. Work shall include all labor, equipment, materials and incidentals needed to furnish and install, testing and startup of electrical power, and controls for the electrical system improvement as described in the Contract Documents including but not limited to panels, enclosures, kiosks, primary and secondary conductors, pull boxes, handholes, vaults, pads, etc. unless otherwise noted in the Contract Documents and as approved by the Project Manager.

B24. Campsite Service Pedestal - Water & Electric Services:

a. Measurement and payment for campsite water and electric services shall be made on a per each basis.

b. Work includes providing all labor, equipment, materials and incidentals needed to provide a complete installation in conformance with the Contract Documents, including but not limited to excavation, aggregate base, formwork, concrete, anchor bolts, pedestal, pipe, fittings, valves, appurtenances, and incidentals.

B25. Propane Sitework – C/D Loop Restroom:

a. The Work shall include all labor, equipment, fees, materials, and incidentals necessary to coordinate with propane provider, trench for the propane distribution system, install concrete mounting pad and bollards, as shown in the Contract Documents and any other related Work as required for a complete system.

b. The propane tank, distribution piping, fittings, regulators, and stubs for future extension to cabin propane plumbing will be furnished and installed by others.

Section 01025 - 18

C. BID ITEMS – HARDSCAPE AND LANDSCAPE SITE IMPROVEMENTS:

C1. Hot Mix Asphalt Concrete (“HMAC”) Paving – Host and Accessible Sites, paths, pavement patching:

a. Measurement and payment for this bid item shall be made on a ton in place basis to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. All pavement outside the Project limits, damaged as a result of the Contractor’s operations will be removed and replaced to the satisfaction of the Project Manager, at the Contractor’s expense.

d. Includes base grading, shaping and compaction.

C2. Hot Mix Asphalt Concrete (“HMAC”) Paving – C/D Loop Restroom Parking and Path:

a. Measurement and payment for this bid item shall be made on a ton in place basis to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. All pavement outside the Project limits, damaged as a result of the Contractor’s operations will be removed and replaced to the satisfaction of the Project Manager, at the Contractor’s expense.

C3. Aggregate Paving – Horse Concessionaire Road and Sites:

a. Measurement and payment for this bid item shall be made on a per ton basis. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the base rock in conformance with the Contract Documents and as approved by the Project Manager.

c. The work includes base grading and compaction as indicated in the

C4. Pavement markings:

a. Measurement and payment for installing pavement markings shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Contractor shall use Owner furnished stencils for [all] ADA parking pavement marking[ legends].

d. Contractor shall return stencils to Park Manager in a clean and reusable condition upon completion and acceptance of pavement marking.

Section 01025 - 19

MEASUREMENT AND PAYMENT

C5. Sign posts and signs:

a. Measurement and payment for installing sign posts and signs shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Sign posts and hardware shall be incidental to this pay item.

C6. Wheel Stops – campsites and Parking:

basis.

b. The Work shall include all labor, equipment, materials, and incidentals necessary to complete the Work.

C7. Wheel Stops – Campsite (OFCI):

a. Measurement and payment for this bid item shall be made on a per each basis.

b. The Work shall include all labor, equipment, materials, and incidentals necessary to install Owner furnished campsite wheel stops and complete the Work.

C78. Landscape - Site Restoration and Revegetation

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the restoration seeding and planting in conformance with the Contract Documents and as approved by the Project Manager, including, but not limited to, placing and grading existing topsoil stockpiled during site clearing operations, importing additional top soil, salvaging and redistributing duff layer, mixing and adding any required amendments, planting, seeding and mulching.

c. Topsoil backfill, plant material, seed, fertilizer, jute matting, mulch and miscellaneous items needed to complete this work shall be incidental to this pay item.

d. The Work under this item may, with the Owner's concurrence, be delayed until the appropriate planting season.

D. BID ITEMS – C/D LOOP RESTROOM SHOWER BUILDING:

D1. Restroom Building Foundation and Slab

b. Payment shall include full compensation for all labor, equipment, materials and incidentals required to accomplish the Work as shown and described in the Contract Documents.

Section 01025 - 20

D2. Restroom Building Construction and Improvements:

a. Measurement and payment for this bid item shall be made on lump sum

b. Payment shall include full compensation for all labor, equipment, D3. Restroom Building Plumbing:

b. Payment shall include full compensation for all labor, equipment, D4. Restroom Building Electrical:

b. Payment shall include full compensation for all labor, equipment, D5. Restroom Building Mechanical:

b. Payment shall include full compensation for all labor, equipment, D6. Restroom Building Finishes and Fixtures:

b. Payment shall include full compensation for all labor, equipment, E. BID ITEMS – ROAD IMPROVEMENTS:

E1. Tree Removal:

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material off-site in a legal manner.

c. No trees shall be removed unless noted in Contract Documents or approved by Project Manager.

Section 01025 - 21

MEASUREMENT AND PAYMENT

E2. Saw cutting:

a. Measurement and payment for saw cutting shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the

E3. Asphalt pulverizing:

a. Measurement and payment for asphalt pulverizing shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. The section defined by this pay item is a general description of the work area. The exact transition between work sections is incidental to all related pay items.

E4. Base grading, shaping and compaction

a. Measurement and payment for grading, shaping and compacting the base shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Geotextile fabric, where noted, shall be incidental to this pay item.

d. Additional aggregate used for leveling and shaping shall be paid separately under the aggregate base pay item.

e. The work section defined by this pay item is a general description of the work area. The exact transition between work sections is incidental to all related pay items.

E5. Full Depth Base Repair Excavation (Allowance):

a. Measurement and payment for excavation of full depth pavement repair shall be made on cubic yard basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Geotextile fabric shall be incidental to this pay item.

d. Additional aggregate used for leveling and shaping shall be paid separately under the aggregate base rock pay item.

E6. Aggregate Base Rock:

place basis, measured to the nearest 0.01 tons. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the base rock in conformance with the Contract Documents and as approved by the Project Manager.

Section 01025 - 22

E7. Hot Mix Asphalt Concrete (“HMAC”) Paving:

place basis to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. All pavement outside the Project limits, damaged as a result of the Contractor’s operations will be removed and replaced to the satisfaction of the Project Manager, at the Contractor’s expense.

E8. Speed humps:

a. Measurement and payment for constructing speed humps shall be made on a per each basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Asphalt, pavement markings and signage related to the speed humps shall be paid under their specific pay items.

E9. Aggregate shoulder:

a. Measurement and payment for aggregate shoulder shall be made on a ton in place basis measured to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work includes providing all labor, equipment, materials and

E10. Pavement markings:

a. Measurement and payment for installing pavement markings shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Contractor shall use Owner furnished stencils for all speed hump pavement marking legends.

d. Contractor shall return stencils to Park Manager in a clean and reusable condition upon completion and acceptance of pavement marking.

E11. Thermoplastic stop bar:

a. Measurement and payment for installing thermoplastic stop bars shall be made on aper each basis.

b. The Work includes providing all labor, equipment, materials and

Section 01025 - 23

E12. Sign posts and signs:

a. Measurement and payment for installing sign posts and signs shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Owner shall furnish all signage.

d. Sign posts and hardware shall be incidental to this pay item.

E13. Venteck Fee Machine Installation (OFCI)

b. The Work shall include all labor, equipment, materials, and incidentals required to install Owner Furnished Venteck fee machine as shown and described in the Contract Documents.

c. Venteck machine will be Owner furnished, Contractor installed.

Contractor shall provide all additional materials incidental to installation including, but not limited to, concrete, aggregate base, rebar, mounting hardware, and other materials as needed.

E14. Gate Installation (OFCI)

a. Measurement and payment for this bid item shall be made on a lump basis.

b. The Work shall include all labor, equipment, materials, and incidentals required to install Owner Furnished vehicular gate as shown and described in the Contract Documents.

c. Gate components including gate post, arm holder, and swing arm gate will be Owner furnished, Contractor installed. Contractor shall provide all additional materials incidental to installation including, but not limited to, concrete, aggregate base, rebar, mounting hardware, touch up paint, and other materials as needed.

E15. Pipe Bollard

b. The Work shall include all labor, equipment, materials, and incidentals required to install pipe bollards as shown and described in the Contract

E16. Removable Wood Bollard Installation (OFCI)

Section 01025 - 24

MEASUREMENT AND PAYMENT

b. The Work shall include all labor, equipment, materials, and incidentals required to install Owner Furnished bollards as shown and described in the Contract Documents.

c. Bollard components including bollard, embed sleeve, lock plate, and cover will be Owner furnished, Contractor installed. Contractor shall provide all additional materials incidental to installation including, but not limited to, concrete, aggregate base, rebar, mounting hardware, and other materials as needed.

E17. Fixed Wood Bollard Installation (OFCI)

a. Measurement and payment for this bid item shall be made on a per each basis.

b. The Work shall include all labor, equipment, materials, and incidentals required to install Owner Furnished bollards as shown and described in the Contract Documents.

c. Bollard components including bollard and embed plate will be Owner furnished, Contractor installed. Contractor shall provide all additional materials incidental to installation including, but not limited to, concrete, aggregate base, rebar, mounting hardware, and other materials as needed.

E18. Landscape - Site Restoration and Seeding

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the restoration seeding and planting in conformance with the Contract Documents and as approved by the Project Manager, including, but not limited to, placing and grading existing topsoil stockpiled during site clearing operations, importing additional top soil, salvaging and redistributing duff layer, mixing and adding any required amendments, planting, seeding and mulching.

c. Topsoil backfill, seed, fertilizer, jute matting, mulch and miscellaneous items needed to complete this work shall be incidental to this pay item.

F. BID ITEMS – ADD ALTERNATES:

F1. Additive Alternate 1: Horse Camp Restroom Site Improvements

F1.1 Demolition, Clearing, and Grubbing:

a. Measurement and payment for this bid item shall be made on a

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, Section 01025 - 25

MEASUREMENT AND PAYMENT

excavation, and disposal of material in a legal manner as specified in Section 02100.

c. This bid item includes tree removal as noted in the Contract

F1.2. Tree Removal:

per each basis.

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material off-site in a legal manner.

c. No trees shall be removed unless noted in Contract Documents or approved by Project Manager.

F1.23 General Excavation and Earthwork:

lump sum basis for all material moved or removed to the lines and grades shown on the Contract Documents and as approved by the Project Manager.

b. The Work shall include all excavation and earthwork required to construct roads, embankments, paths, equipment or building pads, parking areas, and all other structures as shown in the Contract Documents. No payment will be made for over-excavation except as approved by the Project Manager. Payment includes compensation for hauling and legal disposal of excess material off-site unless otherwise noted in the Contract Documents.

c. Geotextile fabric, where indicated by the Contract Documents, shall be incidental to this Work.

F1.34 Aggregate Base Rock (including restroom foundation pad):

a. Measurement and payment for this bid item shall be made on a ton in place basis, measured to the nearest 0.01 tons. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the base rock in conformance with the Contract Documents and as approved by the Project Manager.

c. The work includes base grading and compaction as indicated in the Contract Documents.

d. The aggregate for paths associated with Additive Alternate 1 are included in this bid item. Other work pertaining to path construction shall be billed under the applicable bid item.

Section 01025 - 26

MEASUREMENT AND PAYMENT

F1.45 Hot Mix Asphalt Concrete (“HMAC”) Paving – Horse Restroom Parking & Accessible Sites:

a. Measurement and payment for this bid item shall be made on a ton in place basis to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. All pavement outside the Project limits, damaged as a result of the Contractor’s operations will be removed and replaced to the satisfaction of the Project Manager, at the Contractor’s expense.

F1.56 Sewer System - Horse Camp Restroom:

b. The Work shall include all materials, equipment, and labor including but not limited to complete the installation of new sewer piping, modification of the existing sewer line, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation, trenching and backfill, temporary shoring, coordinating inspections, and all other Work required to install the site sewer system at locations shown on Plans and as directed by the Project Manager and in conformance with the

F1.67 Water System - Horse Camp Restroom:

b. This Work shall include all materials, equipment and labor including but not limited to, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation, trenching and backfill, temporary shoring, and all other Work required the installation of the water system as shown in the Contract Documents, obtaining permits, testing, chlorination, and coordinating inspections, and any other related Work as required for a complete system.

F1.78 Electrical System - Horse Camp Restroom:

lump sum for the construction, testing, and startup of electrical power, and controls for the proposed Work as indicated in the Plans and Technical Specifications, and as otherwise required to complete the Work as shown and described in the Contract

Section 01025 - 27

MEASUREMENT AND PAYMENT

b. The Work shall include all labor, equipment, fees, materials, and incidentals necessary to complete electrical work including boring, excavation, trenching and backfill, vaults, conduit, cable, kiosk, obtaining permits and coordinating inspections, and any other Work required for a complete system.

F1.89 Pavement markings, Sign Posts and Signs:

a. Measurement and payment for installing pavement markings, sign posts and signs shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Contractor shall use Owner furnished stencils for [all] ADA parking pavement marking legends.

d. Contractor shall return stencils to Park Manager in a clean and reusable condition upon completion and acceptance of pavement marking.

F1.910 Wheel Stops – campsites and parking:

each basis.

b. The Work shall include all labor, equipment, fees, materials, and incidentals necessary to complete the Work.

F1.1011 Landscape - Site Restoration and Revegetation

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the restoration seeding and planting in conformance with the Contract Documents and as approved by the Project Manager, including, but not limited to, placing and grading existing topsoil stockpiled during site clearing operations, importing additional top soil, salvaging and redistributing duff layer, mixing and adding any required amendments, planting, seeding and mulching.

c. Topsoil backfill, plant material, seed, fertilizer, jute matting, mulch…