Hillsborough County Solid Waste Management Department Geosyntec Consultants Northwest Transfer Station Community Collection Center Section 01025: Measurement and Payment

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SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 REQUIREMENTS INCLUDED

A. This Section describes the methods for Measurement and Payment for the Work of this Contract.

B. Measurement and Payment of Work will be made, and payment for Work will be taken to be included in, and fully covered by, the CONTRACTOR’s Contract unit prices and lump sum payment methods, for full completion of the Work for measurement and payment purposes, for the various bid items listed in CONTRACTOR’s Bid Form.

C. The CONTRACTOR shall provide all necessary equipment, labor, materials, workers, permits, construction quality control testing, survey and all other associated work as required for full completion of the Work for measurement and payment purposes.

1.02 ENGINEER’S ESTIMATE OF QUANTITIES

A. Bid items and estimated quantities are identified in CONTRACTOR’s Bid Form of the Contract Documents. The estimated quantities for unit price pay items are approximate only and are included solely for the purpose of comparison of Bids.

OWNER does not expressly or by implication agree that the nature of the materials encountered below the existing exposed concrete and asphalt surfaces, or the actual quantities of material encountered or required will correspond with the estimated quantities.

1.03 BID ITEMS

A. Bid Item Number 1: Mobilization/Demobilization

1. Measurement for payment will be per each mobilization/demobilization (i.e., one per phase).

2. Payment for mobilization will be made on an incremental basis in accordance with the following:

a. No payment will be made until required submittals are and approved.

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b.

3. The price shall include and cover the furnishing of all materials, labor, tools, and equipment necessary for CONTRACTOR to mobilize the necessary operations to the project site, including: the initial movement of personnel and equipment to the project site; application, fee payment, and acquisition for all necessary permits; the establishment of CONTRACTOR’s shops, plants, storage areas, field office, temporary water, electrical, telephone, sanitary and other temporary facilities expenses required for the Work included in this Contract.

4. The price shall include, but not be limited to:

a. preparation of Site-Specific Health and Safety Plan if required by the Contract Documents;

b. preparing and maintaining all project safety and other records required by this Contract;

c. the cost of CONTRACTOR’s insurance requirements for the duration of the Work; and

d. the cost of furnishing and maintaining performance and payment bonds as required in the Contract Documents for the duration of the Work.

5. The price shall include and cover demobilizing all materials, labor, tools, and personnel and equipment from the project site; dismantling of CONTRACTOR’s shops, plants, storage areas, field office, temporary water, electrical, telephone, sanitary, and all other activities required for the project closeout.

Percent of Original Contract Amount Earned

Allowable Percent of the Price for Mobilization/Demobilization

5 25

10 50

25 75

50 100

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6. Mobilization/Demobilization may not be more than 10% of the total bid price.

B. Bid Item Number 2: As-Built Survey

1. Measurement for payment will be per each as-built survey (i.e., one per phase).

2. Payment will be made at the price agreed in the Contract.

3. The price shall include cost of all labor, materials, tools, supervision, transportation, and equipment necessary to perform a survey of the completed phase construction within ±0.1-foot tolerance of elevations. The survey will require three mobilizations to complete, one for each phase. Surveys should be completed during the second day of the concrete curing period for the respective construction phase.

C. Bid Item Number 3: Demolition

1. Measurement for this work item will be based on the actual two-dimensional (2- D) plan area of pavement and base removed, as approved by the OWNER and

ENGINEER.

2. Payment will be made at the unit price per square yard agreed in the Contract.

3. The price shall include the cost of all labor, materials, tools, supervision, transportation, and equipment necessary to perform demolition, removal, and proper disposal of existing concrete and asphalt pavement, including the removal and proper disposal of the underlying base material. No additional payment will be made for over-excavation, backfilling, or rework due to operations by the CONTRACTOR.

D. Bid Item Number 4: Grading

1. Measurement for payment will be lump sum.

2. Payment will be made at the lump sum price agreed in the Contract.

3. The price shall include all labor and equipment necessary to perform grading of the subsurface to the required lines and elevations shown in the Construction Drawings. This includes the placement and compaction of any additional fill material required to achieve the specified grade.

4. The CONTRACTOR shall ensure that all grading operations are performed in accordance with the project specifications and that the finished subgrade is properly prepared to receive subsequent layers of construction. No additional

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payment will be made for regrading or corrective work due to installation by the

CONTRACTOR.

E. Bid Item Number 5: Stabilizing Subgrade

1. Measurement for this work item will be based on the actual 2-D plan area of subgrade stabilized, as approved by the OWNER and ENGINEER.

2. Payment will be made at the unit price per square yard agreed in the Contract.

3. The price shall include all labor and equipment necessary to perform stabilization (including compaction) of the subgrade in accordance with project specifications.

F. Bid Item Number 6: Crushed Concrete Base

1. Measurement for this work item will be based on the actual volume of compacted crushed concrete base installed, measured in cubic yards, as approved by the OWNER and ENGINEER.

2. Payment will be made at the unit price per cubic yard agreed in the Contract.

3. The price shall include all material, labor, and equipment necessary for the placement and compaction of the crushed concrete base to the required thickness and specifications shown in the Construction Drawings.

G. Bid Item Number 7: Concrete

2. Measurement for this work item will be based on the actual volume of high early strength concrete (6,000 psi at 72 hours) installed, measured in cubic yards, as approved by the OWNER and ENGINEER and as required in the Construction Drawings and Specifications.

3. Payment will be made at the unit price per cubic yard agreed in the Contract.

4. The price shall include cost of all labor, materials, and equipment required to install concrete including complete installation of reinforcing steel. No additional payment will be made for wastage, re-installation due to failed conformance tests, necessary repair, or replacement of materials damaged due to transportation, handling, or installation by CONTRACTOR.

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H. Bid Item Number 8: Steel I-beams

1. Measurement for this work item will be based on the actual linear feet of embedded steel I-beams installed, as approved by the OWNER and

ENGINEER.

2. Payment will be made at the unit price per linear foot agreed in the Contract.

3. The price shall include all material, labor, and equipment necessary for the complete installation of embedded steel I-beams in accordance with the Construction Drawings and project specifications.

I. Bid Item Number 9: Metal Canopy

1. Measurement for payment will be lump sum.

2. Payment will be made at the lump sum price agreed in the Contract.

3. The price shall include furnishment and installation of a complete metal canopy system of the dimensions shown in the Construction Drawings and specified in the Contract Documents. No additional payment will be made for field modifications, adjustments, or corrective work due to installation by the

CONTRACTOR.

J. Bid Item Number 10: Laminated Rubber Dock Bumpers

1. Measurement for payment will be lump sum.

2. Payment will be made at the lump sum price agreed in the Contract.

3. The price shall include furnishment and installation of laminated rubber dock bumpers of the dimensions shown in the Construction Drawings and specified in the Contract Documents. No additional payment will be made for field modifications, adjustments, or corrective work due to installation by the

CONTRACTOR.

K. Bid Item Number 11: Construction Quality Control

1. Measurement for payment will be lump sum.

2. Payment will be made at the lump sum price agreed in the Contract.

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3. The price shall include cost of all labor, materials, tools, supervision, transportation, and equipment necessary to perform construction quality control sampling, testing, and reporting required by Section 03300 of these specifications.

L. Bid Item Number 12: Jersey Barriers

1. Measurement for payment will be lump sum.

2. Payment will be made at the lump sum price agreed in the Contract.

3. The price shall include cost of all labor, materials, and equipment required to place and move the jersey barriers as necessary.

M. Bid Item Number 13: Erosion and Sediment Control

1. Measurement for payment will be lump sum.

2. Payment will be made at the lump sum price agreed in the Contract.

3. The price shall include all labor, materials, and equipment necessary for the installing and maintaining silt fence for erosion and sediment control measures for the duration of the project.

3.01 CONTRACT PRICE FORM

A. See Contract Attachment A for Bid Form.

3.02 APPLICATION FOR PAYMENT

A. CONTRACTOR shall use the Application for Payment Form as provided in the County’s Terms and Conditions documents for this Work.

3.03 SUPPORT DOCUMENTATION FOR APPLICATIONS FOR PAYMENT

A. CONTRACTOR is responsible to obtain and submit all documentation, including all measurement and quantity computations, required for verification of pay applications.

ENGINEER shall verify measurements and quantities for payment.

B. Should ENGINEER determine that insufficient data has been submitted to accurately verify a pay application, ENGINEER shall notify CONTRACTOR of deficiencies.

CONTRACTOR shall address identified deficiencies prior to further review of the pay application.

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C. In the event that survey data provided by CONTRACTOR is not sufficient to determine actual pay quantity, and the status of Work prevents additional data from being obtained, the ENGINEER shall attempt to reasonably estimate the pay quantity based upon available information. ENGINEER’s estimate shall be final.

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