Measurement & Project Details.PDF

01150-1 Section 01150 – Measurement & Payment

08-12-2025

SECTION 01150

MEASUREMENT AND PROJECT DETAILS

1. GENERAL

1.01 GENERAL INFORMATION

The Contractor shall receive and accept the compensation provided in the Bid and the Agreement as full payment for furnishing certain materials and all labor, tools and equipment, for performing all operations necessary to complete the work under the Agreement, and also in full payment for all loss or damages arising from the nature of the work, or from any discrepancy between the actual quantities of work and quantities herein estimated by the Engineer, or from the action of the elements or from any unforeseen difficulties which may be encountered during the prosecution of the work until the final acceptance by the City.

It is the intent of these contract documents that any cost for which compensation is not directly provided by a bid item shall be prorated and included in the bid item for which they are required. Failure of the

Contractor to follow this procedure shall be basis for rejection of his Bid.

The prices stated in the Bid include all costs and expenses for taxes, labor, equipment, commissions, transportation charges and expenses, patent fees and royalties, together with any and all other costs and expenses for performing and completing the work as shown on the plans and specified herein. The basis of payment for any item at the unit price shown in the Bid shall be in accordance with the description of that item in this Section.

No separate payment will be made for the following items and the cost of such work shall be included in the applicable contract pay items of work.

The Contractor's attention is again called to the fact that the quotations for the various items of work are intended to establish a total price for completing the work in its entirety. Should the Contractor feel that the cost for any item of work has not been established by the Bid or Contract Pay Items, he shall include the cost for that work in some other applicable bid item, so that his Bid for the project does reflect his total price for completing the work in its entirety.

Following final payment by the City, the Contractor shall maintain the surface of the unpaved trenches, shrubbery, trees, fences, sod, and other surfaces disturbed for a period of six (6) months thereafter. The cost of maintaining the restored areas is considered incidental to the cost of restoring the areas disturbed by the Contractor. These costs shall be prorated and included in the cost for the bid item for which it is required.

1.02 MEASUREMENT

If applicable, the quantities for payment under this Agreement shall be determined by actual measurement of the completed items, in place, ready for service and accepted by the City, in accordance with the

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2. PRODUCTS (NOT USED)

3. PAY ITEMS

3.01 GENERAL CONDITIONS & MOBILIZATION (BID ITEM #1)

A. Work Includes:

Preparatory work and operations in mobilizing for beginning work on the Project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, plus permits and fees, bonds, indemnification, and insurance. Also included are temporary utilities/facilities, survey and layout safety equipment and all other items not specifically identified under other bid items which are necessary for the construction. Also included is compliance with administrative and regulatory requirements, provision of record drawings and closeout documents, demobilization, cleanup, removal of equipment, materials, supplies, and incidentals from the project site. Additionally, all items and operations required under the General Conditions and Special Conditions of the contract shall be included within this pay item.

B. No additional payment shall be made for transportation, communications, office maintenance, and other incidental work or services, and no further payment shall be made for re-mobilization unless all of the work is suspended by the engineer, in writing, for a period in excess of three months and through no fault to the contractor.

C. Unit of measurement is, Lump Sum (LS)

3.02 REMOVAL AND DISPOSAL OF EXISTING FACILITIES ETC. (BID ITEM #2)

A. The Contractor shall provide all labor, equipment and materials to completely remove and dispose of the existing facilities as shown on the Drawings. The removal of the existing facilities shall include but not be limited to:

1. Removal and disposal of existing court surfacing, concrete slab, and subbase materials as shown on the plans.

2. Removal and disposal of existing trash receptacles and benches as shown on the plans.

3. Removal of existing tennis/pickleball nets, poles, and hardware as shown on the plans.

4. Removal of existing fence, gates hardware, and foundations as shown on the plans.

5. Removal and disposal of existing trees/palms as shown on the plans.

B. Unit of measurement is, Lump Sum (LS)

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3.03 INSTALLATION AND MAINTENANCE OF TREE PROTECTION FENCING (BID ITEM #3)

A. The Contractor shall provide all materials, labor, equipment and supervision necessary to complete the installation and maintenance of tree protection fencing as shown on the Drawings throughout the duration of the project. The installation and maintenance of the tree protection fencing shall include, but may not be limited to:

1. Tree protection fencing shall be placed around the dripline/critical root zone of the trees, except where hardscape is existing or proposed, as shown on the plans.

B. Measurement for this unit price bid item shall be based on the actual linear feet of tree protection fence installed and maintained.

C. Payment shall be for the linear feet of tree protection fencing installed and maintained complete to the satisfaction of the Engineer paid in accordance with the unit price provided on the Bid Form.

3.04 ROUGH & FINE GRADING (BID ITEM #4)

A. The Contractor shall provide all labor, equipment, and materials necessary to perform the following:

1. Rough grading of the site

2. Fine grading of the site

B. Unit of measurement is, Lump Sum (LS).

C. Payment for the rough and fine grading of the site shall be made as a percentage complete of the

Lump Sum amount indicated on the Bid Form.

3.05 INSTALLATION OF CONCRETE PATH CONNECTIONS (BID ITEM #5)

A. The Contractor shall provide all labor, equipment, and materials necessary to perform the following:

1. Preparation and installation of 12” compacted subgrade to Minimum 95% Modified

Proctor. 3,000 PSI at 28 days. Medium Broom Finish.

2. Preparation and installation of 5” Concrete Sidewalk with 6” x 6” (In.) W10 Welded

Wire Frame, centered in slab, and reinforced per plans or specifications. 3,000 PSI at 28 days.

3. Preparation, Installation, and Execution of concrete joints as shown on the plans.

B. Unit of measurement is, Square Feet (SF)

C. Payment shall be for each square foot (SF) of Concrete Path Connection installed to the satisfaction of the Engineer/Landscape Architect paid in accordance with the unit price provided on the Bid

Form.

3.06 INSTALLATION OF CONCRETE SLAB FOR PICKLEBALL COURTS (BID ITEM #6)

A. The Contractor shall provide all labor, equipment, and materials necessary to perform the following:

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1. Preparation and installation of 12” compacted subgrade to Minimum 95% Modified

Proctor. 3,000 PSI at 28 days. Medium Broom Finish.

2. Preparation and installation of vapor barrier.

3. Preparation and installation of 6” Concrete Sidewalk with #4 rebar at 12” (In.) O.C.E.W., centered in slab, and reinforced per plans or specifications. 3,000 PSI at 28 days.

4. Preparation, Installation, and Execution of concrete joints as shown on the plans.

B. Unit of measurement is, Square Feet (SF)

C. Payment shall be for each square foot (SF) of Concrete Slab installed to the satisfaction of the

Engineer/Landscape Architect paid in accordance with the unit price provided on the Bid Form.

3.07 INSTALLATION OF SPORTMASTER PROCUSHION PREMIUM COURT SURFACING

(BID ITEM #7)

A. The Contractor shall provide all labor, equipment, and materials necessary to perform the following:

1. Application of the following products as directed by the manufacturer:

a. Muriatic or Phosphoric Acid, to etch surface.

b. SportMaster CrackMagic, to fill cracks.

c. Acrylic Resurfacer with sand, to repair spalled areas or depressions.

d. Sportmaster Acrylic Adhesion Promoter, to aid in surfacing adhesion.

e. Acrylic Resurfacer with sand, to provide a smooth underlayment.

f. Sportmaster CushionMaster II, Cushion base layer with coarse rubber particles.

g. Sportmaster CushionMaster I, Cushion base layer with fine rubber particles.

h. Picklemaster Color Coat with Colorplus Pigment, Provide textured/colored finish.

i. SportMaster Stripe-Rite, emulsion primer for line striping.

j. SportMaster Textured White Line Paint, for showing court lines.

k. SportMaster Sport Wax Clear Coat, protective top coat.

B. Unit of measurement is per Square Feet (SF), performed and accepted.

C. Payment shall be for each square foot (SF) of SportMaster ProCushion Premium Court Surfacing installed to the satisfaction of the Engineer/Landscape Architect paid in accordance with the unit price provided on the Bid Form.

3.08 INSTALLATION OF DOUGLAS RD-36 PICKLEBALL POSTS (BID ITEM #8)

A. The Contractor shall provide all materials, labor, equipment and supervision necessary to completely install the posts, sleeves, and hardware for the Pickleball Posts. The installation shall include, but may not be limited to:

1. 3” OD Round 11 Gauge Steel

2. Internal Wind 30:1 Self Locking Gears

3. Welded Lacing Rods

4. Die-Cast Zinc Caps and Gear Housings

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5. Polyester Powder Coat Finish, Color: Black #63071

6. Recommended: Galvanized Steel Ground Sleeves, GS-24RD/ST #63424

B. Measurement for this unit price bid item shall be based on the actual quantity of Douglas RD-36

Pickleball Posts/sleeves/hardware/etc. installed to the satisfaction of the Engineer/Landscape

Architect/owner.

C. Payment shall be for each Douglas RD-36 Pickleball Posts/sleeves/hardware/etc. installed to the satisfaction of the Engineer/Landscape Architect paid in accordance with the unit price provided on the Bid Form.

3.09 INSTALLATION OF DOUGLAS PN-30 PICKLEBALL NETS (BID ITEM #9)

A. The Contractor shall provide all materials, labor, equipment and supervision necessary to completely install the net, hardware, etc. for the Pickleball Net. The installation shall include, but may not be limited to:

1. 3.0 mm Solid Core Knotted Braided Polyethylene with 285 lb. Break Strength

2. Single Ply Vinyl Coated Polyester Headband 32 oz./sq. yd.

3. Black Vinyl Side Pockets with Fiberglass Dowels

4. Net Dimensions: 31” high X 21’-9” long

B. Measurement for this unit price bid item shall be based on the actual quantity of Douglas PN-30

Pickleball Nets/Hardware/Etc. installed to the satisfaction of the Engineer/Landscape

Architect/owner.

C. Payment shall be for each Douglas PN-30 Pickleball Nets/Hardware/Etc. installed to the satisfaction of the Engineer/Landscape Architect paid in accordance with the unit price provided on the Bid

Form.

3.10 INSTALLATION OF VINYL COATED CHAIN LINK FENCE (BID ITEM #10)

A. The Contractor shall provide all labor, equipment, and materials for installing 3.5’ and 10’ height chain link fence, footers, and hardware according to the Drawings and Specifications. The installation of the fence, footers, and hardware shall include, but may not be limited to:

1. Installation of posts, hardware, footers, metal mesh, etc. for the 3.5’ Vinyl Coated Chain

Link Fence.

2. Installation of posts, hardware, footers, metal mesh, etc. for the 10’ Vinyl Coated Chain

Link Fence.

3. Installation of Court Number Signs and all associated hardware, zip ties, etc.

B. Unit of measurement is per Linear Feet (LF), performed and accepted.

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C. Payment shall be for each linear foot (LF) of Vinyl Coated Chain Link Fence installed to the satisfaction of the Engineer/Landscape Architect paid in accordance with the unit price provided on the Bid Form.

3.11 INSTALLATION OF VINYL COATED CHAIN LINK GATES (BID ITEM #11)

A. The Contractor shall provide all labor, equipment, and materials for installing 3.5’ and 10’ height chain link gates and hardware according to the Drawings and Specifications. The installation of the fence and hardware shall include, but may not be limited to:

1. Installation of gates and hardware, etc. for the 3.5’ Vinyl Coated Chain Link Gates.

2. Installation of gates and hardware, etc. for the 10’ Vinyl Coated Chain Link Gates.

B. Measurement for this unit price bid item shall be based on the actual quantity of Vinyl Coated Chain

Link Gates installed to the satisfaction of the Engineer/Landscape Architect/owner.

C. Payment shall be for each Vinyl Coated Chain Link Gate installed to the satisfaction of the

Engineer/Landscape Architect paid in accordance with the unit price provided on the Bid Form.

3.12 INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES (BID ITEM #12)

A. The bid price for Erosion Control shall be a lump sum amount. This bid item shall include, but may not be limited to, artificial coverings, sandbagging, slope drains, sediment basins, cleanouts, baled hay and straw, floating silt barrier, staked silt barrier or fence and seeding, temporary berming, temporary containment walls, submittals for Owner’s evaluation on spill prevention methods, and all other items necessary for the spill protection plan. The Lump Sum price includes furnishing and installing material, routine maintenance, and removal of temporary erosion control features upon completion of construction.

B. Payment for this item will be lump sum (LS) and based on estimated percent complete.

3.13 INSTALLATION OF DRAINAGE PIPE & YARD DRAINS (BID ITEM #13)

A. The Contractor shall provide all labor, equipment, and materials for installing PVC pipe and Yard

Drains according to the Drawings and Specifications. The installation of the Drainage Pipe and Yard

Drains shall include, but may not be limited to:

1. Furnishing and installing new 6” PVC Pipe and all associated connections, hardware, etc.

2. Furnishing and installing new 10” PVC Pipe and all associated connections, hardware, etc.

3. Furnishing and installing new yard drains at the finish grade specified on the Grading

Plan.

4. All other ancillary materials, equipment, labor, water, and power required for the complete installation of pipe and yard drains.

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B. Measurement for this unit price bid item shall be lump sum.

3.14 CONTINGENCY ALLOWANCE (BID ITEM #15)

A. The bid price for the Contingency Allowance shall be the lump sum amount stipulated in the Basis of Bid (Article 3 of Bid Form). Payment shall be made to the Contractor, at the sole discretion of the City, for additional work requested by the City. The work covered by this bid item includes unforeseen work not included in other bid items or additional work over and above that specified or shown on the plans. The cost of any work to be paid for under the Contingency Allowance shall be agreed upon and approved by the Engineer/Landscape Architect prior to starting the work. The value of the work shall be based on unit prices from similar bid items and the provisions of the General

Conditions. Only the value of the work directed by the Engineer/Landscape Architect to be performed as Contingency Work shall be paid for under this bid item. If the Contractor is not directed to perform any work under the Contingency Allowance, or if the value of the work so performed does not equal the full stipulated amount, then the Contractor will only be paid that part of the stipulated amount equal to the value of work approved. If no payment for this bid item, or if only part of the stipulated amount, becomes due the Contractor, the Contractor shall not be entitled to receive additional compensation on account of there being a decreased value of Contingency

Allowance work performed.

3.15 ALTERNATE: INSTALLATION OF SPORTMASTER NON-CUSHIONED COURT

SURFACING (BID ITEM #16)

A. The Contractor shall provide all labor, equipment, and materials necessary to perform the following:

1. Application of the following products as directed by the manufacturer:

a. Muriatic or Phosphoric Acid, to etch surface.

b. SportMaster CrackMagic, to fill cracks.

c. Acrylic Resurfacer with sand, to repair spalled areas or depressions.

d. Sportmaster Acrylic Adhesion Promoter, to aid in surfacing adhesion.

e. Acrylic Resurfacer with sand, to provide a smooth underlayment.

f. Picklemaster Color Coat with Colorplus Pigment, Provide textured/colored finish.

g. SportMaster Stripe-Rite, emulsion primer for line striping.

h. SportMaster Textured White Line Paint, for showing court lines.

i. SportMaster Sport Wax Clear Coat, protective top coat.

B. Unit of measurement is per Square Feet (SF), performed and accepted.

C. Payment shall be for each square foot (SF) of SportMaster Non-Cushioned Court Surfacing installed to the satisfaction of the Engineer/Landscape Architect paid in accordance with the unit price provided on the Bid Form.

END OF SECTION