LS_No_7_Bid_Set_-_Technical_Specifications.pdf

LIFT STATION NO. 7

REPAIRS AND UPGRADES

PROJECT #7015

BID # XXXX

TECHNICAL SPECIFICATIONS

CITY OF DAYTONA BEACH

Prepared By:

BFA Environmental Consultants, Inc.

1230 E. Hillcrest Street, Suite 100

Orlando, Florida 32803

May 2025 Bid Set

LIFT STATION NO. 7 REPAIRS AND UPGRADES

PROJECT # 7015

Table of Contents

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Section Title

DIVISION 1 – GENERAL REQUIREMENTS

01 00 00 Project Requirements

01 11 00 Summary of Work

01 20 00 Price and Payment Procedures

01 29 73 Schedule of Values

01 29 76 Progress Payment Procedures

01 31 19 Project Meetings

01 32 16 Construction Progress Schedules

01 32 33 Photographic Documentation

01 32 36 Video Monitoring and Documentation

01 33 23 Shop Drawings

01 35 00 Location, Scope, and Special Requirements

01 35 01 Attachments

01 42 00 References

01 45 35 Testing and Testing Laboratories

01 57 13 Temporary Erosion and Sedimentation Controls

01 60 00 Material and Equipment

01 71 13 Mobilization

01 74 00 Cleaning and Waste Management

01 74 25 Miscellaneous Work and Cleanup

01 75 16 Start-Up Procedures

01 77 00 Closeout Procedures

01 78 23 Operating and Maintenance Data

01 78 36 Warranties

01 78 39 Project Record Documents

DIVISION 2 – EXISTING CONDITIONS

02 41 00 Demolition

DIVISION 3 – CONCRETE

03 30 00 Cast In-Place Concrete 03 40 00 Precast Concrete Structures

03 60 00 Grouting

DIVISION 8 – OPENINGS

08 30 05 Access Hatches

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DIVISION 9 – FINISHES

09 90 00 Painting and Coating

DIVISION 22 – PLUMBING

22 05 53 Identification for Plumbing, Piping and Equipment

DIVISION 31 – EARTHWORK

31 22 00 Site Grading

31 23 00 Excavation, Backfill, and Embankment

31 23 19 Dewatering

31 23 33 Trenching, Backfilling, and Compacting

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 31 13 Chain Link Fences and Gates

32 92 23 Sodding

DIVISION 33 – UTILITIES

33 00 00 Utilities

33 01 00 Operation and Maintenance of Utilities

33 01 30.82 HDPE Sheet Liner Wastewater Pump Stations

33 05 05.31 Hydrostatic Testing

33 30 00 Sanitary Sewer Systems

33 31 00 Sewer Bypass Pumping

DIVISION 40 – PROCESS INTERCONNECTIONS

40 05 23 Stainless Steel Process Pipe and Tubing

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APPENDIX A GEOTECHNICAL REPORT

Geotechnical Engineering Report for Lift Station No. 7 Repairs and Upgrades, Volusia County, Florida, UES Project No. 0430.2400007.0000 prepared by Universal Engineering Sciences dated November 6, 2024.

APPENDIX B FLYGT PUMP SPECIFICATION

Provided by Pump Manufacturer (Xylem).

Collection System Submersible Pumps Specification.

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01 00 00 - 1

SECTION 01 00 00

PROJECT REQUIREMENTS

PART 1 – GENERAL

1.01 DESCRIPTION

A. Scope of Work: The Work to be done consists of the furnishing of all labor, materials and equipment, and the performance of all Work included in this Contract. The summary of the Work is presented in Section 01 11 00 “Summary of Work ”.

B. Work Included:

1. The CONTRACTOR shall furnish all labor, superintendence, materials, plant power, light, heat, fuel, water, tools, appliances, equipment, supplies, and means of construction necessary for proper performance and completion of the

Work. The CONTRACTOR shall obtain and pay for all necessary local building permits. The CONTRACTOR shall perform and complete the work in the manner best calculated to promote rapid construction consistent with safety of life and property and to the satisfaction of the ENGINEER, and in strict accordance with the Contract Documents. The CONTRACTOR shall clean up the Work and maintain it during and after construction, until accepted, and shall do all Work and pay all costs incidental thereto. He shall repair or restore all structures and property that may be damaged or disturbed during performance of the Work.

2. The cost of incidental work described in these Project Requirements, for which there are no specific Contract Items, shall be considered as part of the general cost of doing the Work and shall be included in the prices for the various

Contract Items. No additional payment will be made, therefore.

3. The CONTRACTOR shall provide and maintain such modern plant, tools, and equipment as may be necessary, in the opinion of the ENGINEER, to perform in a satisfactory and acceptable manner all the Work required by this Contract.

Only equipment of established reputation and proven efficiency shall be used.

The CONTRACTOR shall be solely responsible for the adequacy of his workmanship, materials, and equipment, prior approval of the ENGINEER notwithstanding.

C. Public Utility Installations and Structures:

01 00 00 - 2

1. Public utility installations and structures shall be understood to include all poles, tracks, pipes, wires, conduits, vaults, manholes, and all other appurtenances and facilities pertaining thereto whether owned or controlled by the OWNER, other governmental bodies, or privately owned by individuals, firms, or corporations, used to serve the public with transportation, traffic control, gas, electricity, telephone, sewerage, drainage, water, or other public or private property which may be affected by the Work shall be deemed included hereunder.

2. The Contract Documents contain data relative to existing public utility installations and structures above and below the ground surface. These data are not guaranteed as to their completeness or accuracy, and it is the responsibility of the CONTRACTOR to make his own investigations to inform himself fully of the character, condition, and extent of all such installations and structures as may be encountered and as may affect the construction operations.

3. The CONTRACTOR shall protect all public utility installations and structures from damage during the Work. Access across any buried public utility installation or structure shall be made to avoid any damage to these facilities.

All required protective devices and construction shall be provided by the

CONTRACTOR at his expense. All existing public utilities damaged by the

CONTRACTOR shall be repaired by the CONTRACTOR, at his expense. No separate payment shall be made for such protection or repairs to public utility installations or structures.

4. Public utility installations or structures owned or controlled by the OWNER or other governmental body which are shown on the Drawings to be removed, relocated, replaced, or rebuilt by the CONTRACTOR shall be considered as a part of the general cost of doing the Work and shall be included in the prices bid for the various Contract Items; therefore, no separate payment shall be made.

5. Where public utility installations of structures owned or controlled by the

OWNER or other governmental body are encountered during the course of the

Work, and are not indicated on the Drawings or in the Specifications, and when, in the opinion of the ENGINEER, removal, relocation, replacement, or rebuilding is necessary to complete the Work under this Contract, such Work shall be accomplished by the utility having jurisdiction, or such Work may be ordered, in writing by the ENGINEER, for the CONTRACTOR to accomplish.

If such work is accomplished by the utility having jurisdiction it will be carried out expeditiously, and the CONTRACTOR shall give full cooperation to permit the utility to complete the removal, relocation, replacement, or rebuilding as required. If such work is accomplished by the CONTRACTOR, it will be paid for as extra work as provided in the Agreement.

01 00 00 - 3

6. The CONTRACTOR shall, at all times, in performance of the Work, employ acceptable methods and exercise reasonable care and skill so as to avoid unnecessary delay, injury, damage, or destruction of public utility installations and structures; and shall, at all times in the performance of the Work, avoid unnecessary interference with, or interruption of, public utility services, and shall cooperate fully with the owners thereof to that end.

7. The CONTRACTOR shall give written notice to OWNER and other governmental utility departments and other owners of public utilities of the location of his proposed construction operations, at least 72-hours in advance of breaking ground in any area or on any unit of the Work.

8. The maintenance, repair, removal, relocation, or rebuilding of public utility installations and structures, when accomplished by the CONTRACTOR as herein provided, shall be done by methods approved by the owners of such utilities.

1.02 DRAWINGS AND PROJECT MANUAL

A. Drawings: When obtaining data and information from the Drawings, figures shall be used in preference to scaled dimensions, and large-scale drawings in preference to small-scale drawings.

B. Supplementary Drawings:

1. When, in the opinion of the ENGINEER, it becomes necessary to explain more fully the Work to be done or to illustrate the Work further or to show any changes which may be required, drawings known as Supplementary

Drawings, with specifications pertaining thereto, will be prepared by the

ENGINEER, and the CONTRACTOR will be furnished one (1) complete set of reproducible Drawings [22 inches by 34 inches (22" x 34")] and one (1) reproducible copy of the Project Manual.

2. The Supplementary Drawings shall be binding upon the CONTRACTOR with the same force as the Contract Drawings. Where such Supplementary

Drawings require either less or more than the estimated quantities of Work, credit to the OWNER or compensation therefore to the CONTRACTOR shall be subject to the terms of the Agreement.

C. CONTRACTOR to Check Drawings and Data:

01 00 00 - 4

1. The CONTRACTOR shall verify all dimensions, quantities, and details shown on the Drawings, Supplementary Drawings, schedules, Specifications, or other data received from the ENGINEER, and shall notify him of all errors, omissions, conflicts, and discrepancies found therein. Failure to discover or correct errors, conflicts, or discrepancies shall not relieve the CONTRACTOR of full responsibility for unsatisfactory work, faulty construction, or improper operation resulting there from, nor from rectifying such conditions at his own expense. He will not be allowed to take advantage of any errors or omissions, as full instructions will be furnished by the ENGINEER, should such errors or omissions be discovered.

2. All schedules are given for the convenience of the ENGINEER and the

CONTRACTOR and are not guaranteed to be complete. The CONTRACTOR shall assume all responsibility or the making of estimates of the size, kind, and quality of materials and equipment included in work to be done under the

Contract.

D. Specifications: The Technical Specifications consist of three (3) parts: General, Products, and Execution. The General part of a Specification contains General

Requirements which govern the Work. The Products and Execution parts modify and supplement the General Requirements by detailed requirements for the Work and shall always govern whenever there appears to be a conflict.

E. Intent:

1. All Work called for in the Specifications applicable to this Contract, but not shown on the Drawings in their present form, or vice versa, shall be of like effect as if shown or mentioned in both. Work not specified in either the

Drawings or in the Specifications but involved in carrying out their intent or in the complete and proper execution of the Work, is required and shall be performed by the CONTRACTOR as though it were specifically delineated or described.

2. The apparent silence of the Specifications as to any detail, or the apparent omission from them of a detailed description concerning any work to be done and materials to be furnished, shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of the best quality is to be used, the interpretation of these Specifications shall be made upon that basis.

1.03 MATERIALS AND EQUIPMENT

A. Manufacturer:

01 00 00 - 5

1. All transactions with the manufacturers or subcontractors shall be through the

CONTRACTOR, unless the CONTRACTOR shall request and at the

ENGINEER’s option, that the manufacturer or subcontractor deal directly with the ENGINEER. Any such transactions shall not in any way release the

CONTRACTOR from his full responsibility under this Contract.

2. Any two (2) or more pieces of material or equipment of the same kind, type, or classification, and being used for identical types of service, shall be made by the same manufacturer.

B. Delivery:

1. The CONTRACTOR shall deliver materials in ample quantities to ensure the most speedy and uninterrupted progress of the Work so as to complete the Work within the allotted time.

2. The CONTRACTOR shall also coordinate deliveries in order to avoid delay in, or impediment of, the progress of the work of any related CONTRACTOR.

C. Tools and Accessories:

1. The CONTRACTOR shall, unless otherwise stated in the Contract

Documents, furnish with each type, kind, or size of equipment, one (1) complete set of suitably marked high grade special tools and appliances which may be needed to adjust, operate, maintain, or repair the equipment. Such tools and appliances shall be furnished in approved painted steel cases, properly labeled, and equipped with good grade cylinder locks and duplicate keys.

2. Spare parts shall be furnished as specified herein and as recommended by the manufacturer necessary for the operation of the equipment, not including materials required for routine maintenance.

3. Each piece of equipment shall be provided with a substantial nameplate, securely fastened in place, and clearly inscribed with the manufacturer’s name, year of manufacture, serial number, weight, and principal rate data.

D. Service of Manufacturer’s Engineer:

1. The Contract Prices for equipment shall include the cost of furnishing a competent and experienced engineer or superintendent who shall represent the manufacturer and shall assist the CONTRACTOR, when required, to install, adjust, test, and place in operation, the equipment in conformity with the

Contract Documents.

01 00 00 - 6

2. After the equipment is placed in permanent operation by the OWNER, such engineer or superintendent shall make all adjustments and tests required by the

ENGINEER to prove that such equipment is in proper and satisfactory operating condition and shall instruct such personnel as may be designated by the OWNER in the proper operation and maintenance of such equipment.

1.04 INSPECTION AND TESTING

A. General:

1. For tests specified to be made by the CONTRACTOR, the testing personnel shall make the necessary inspections and tests, and the reports thereof shall be in such form as will facilitate checking to determine compliance with the Contract

Documents. Five (5) copies of the reports shall be submitted, and authoritative certification thereof must be furnished to the ENGINEER as a prerequisite for the acceptance of any material or equipment.

2. If, in the making of any test of any material or equipment, it is ascertained by the

ENGINEER that the material or equipment does not comply with the Contract

Documents, the CONTRACTOR will be notified thereof, and he will be directed to refrain from delivering said material or equipment, or to remove it promptly from the site or from the Work and replace it with acceptable material, without cost to the OWNER.

3. Tests of electrical and mechanical equipment and appliances shall be conducted in accordance with the recognized test codes of the ANSI, ASME, or the IEEE, except as may otherwise be stated herein.

4. The CONTRACTOR shall be fully responsible for the proper operation of equipment during testing and instruction periods and shall neither have nor make any claim for damage which may occur to equipment prior to the time when the OWNER formally takes over the operation thereof.

B. Costs:

1. All inspection and testing of materials furnished under this Contract will be provided by the CONTRACTOR, unless otherwise expressly specified.

2. The cost of shop and field tests of equipment and of certain other tests specifically called for in the Contract Documents shall be borne by the

CONTRACTOR, and such costs shall be deemed to be included in the

Contract Price.

01 00 00 - 7

3. Materials and equipment submitted by the CONTRACTOR as the equivalent to those specifically named in the Contract may be tested by the OWNER for compliance. The CONTRACTOR shall reimburse the OWNER for the expenditures incurred in making such tests of materials and equipment which are rejected for non-compliance.

C. Certificate of Manufacture:

1. CONTRACTOR shall furnish to ENGINEER authoritative evidence in the form of a certificate of manufacture that the materials to be used in the Work have been manufactured and tested in conformity with the Contract

Documents.

2. These certificates shall be notarized and shall include copies of the results of physical tests and chemical analyses, where necessary, that have been made directly on the product or on similar products of the manufacturer.

D. Shop Tests:

1. Each piece of equipment for which pressure, duty, capacity, rating, efficiency, performance, function, or special requirements are specified shall be tested in the shop of the maker in a manner which shall conclusively prove that its characteristics comply fully with the requirements of the Contract Documents.

2. Five (5) copies of the manufacturer’s actual test data and interpreted results thereof, accompanied by a certificate of authenticity sworn to by a responsible official of the manufacturing company and/or independent laboratory, shall be submitted to the ENGINEER for approval.

3. The cost of shop tests and of furnishing manufacturer’s preliminary and shop test data of operating equipment shall be borne by the CONTRACTOR.

E. Start-up Tests:

1. As soon as conditions permit, the CONTRACTOR shall furnish all labor, materials, and instruments and shall make start-up tests of equipment.

2. If the start-up tests disclose any equipment furnished under this Contract which does not comply with the requirements of the Contract Documents, the

CONTRACTOR shall, prior to demonstration tests, make all changes, adjustments, and replacements required. The furnishing CONTRACTOR shall assist in the start-up tests as applicable.

F. Demonstration Tests:

01 00 00 - 8

1. Prior to CONTRACTOR’s request for a Substantial Completion inspection, all equipment and piping installed under this Contract shall be subjected to demonstration tests as specified or required to prove compliance with the

Contract Documents.

2. The CONTRACTOR shall furnish labor, fuel, energy, water, and all other materials, equipment, and instruments necessary for all demonstration tests, at no additional cost to the OWNER. CONTRACTOR shall assist in the demonstration tests as applicable.

1.05 LINES AND GRADES

A. Grade:

1. All work under this Contract shall be constructed in accordance with the lines and grades shown on the Drawings, or as given by the ENGINEER. The full responsibility for keeping alignment and grade shall rest upon the

CONTRACTOR.

2. The vertical benchmarks provided is USGS “Public Records” monumentation and the horizontal control is the monumentation on plats contained in the

“Public Records of Volusia County.”

B. Surveys:

1. The CONTRACTOR shall furnish and maintain, at his own expense, stakes, and other such materials.

2. The CONTRACTOR shall check such reference marks by such means as he may deem necessary and, before using them, shall call the ENGINEER’s attention to any inaccuracies.

3. The CONTRACTOR shall, at his own expense, establish all working or construction lines and grades as required from the reference marks set by the ENGINEER, and shall be solely responsible for the accuracy thereof. He shall, however, be subject to the check and review by the ENGINEER.

C. Safeguarding Marks:

1. The CONTRACTOR shall safeguard all points, stakes, grade marks, monuments, and benchmarks made or established on the Work, bear the cost of re-establishing them if disturbed, and bear the entire expense of rectifying work improperly installed due to not maintaining or protecting or to removing without authorization such established points, stakes, and marks.

01 00 00 - 9

2. The CONTRACTOR shall safeguard all existing and known property corners, monuments, and marks adjacent to but not related to the Work and shall bear the cost of re-establishing them if disturbed or destroyed.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION

01 00 00 - 10

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. This Contract is for the construction of the LIFT STATION NO. 7 REPAIRES

AND UPGRADES. The work consists of furnishing all labor, equipment, and materials for the construction of the facilities consisting of, but not limited to, the following:

This project includes the repairs and upgrades of the City’s Lift Station No. 7 by conversion of a tube type to submersible pumps. Work includes removal of existing hardware, wet well, water service, gravity sewer, electrical equipment and installation of new pumps, rails, pipes, controls, gravity sewer, new lined wet well, above grade discharge piping, concrete driveway, stand-by generator and electrical equipment.

B. The CONTRACTOR shall furnish all labor, equipment, tools, services, and incidentals to complete all Work required by these Specifications and as shown on the Drawings.

C. The CONTRACTOR shall perform the Work complete, in place, and ready for continuous service, and shall include repairs, testing, permits, cleanup, replacements and restoration required as a result of damages caused during this construction.

D. All materials, equipment, skills, tools, and labor which is reasonably and properly inferable and necessary for the proper completion of the Work in a substantial manner and in compliance with the requirements stated or implied by these

Specification or Drawings shall be furnished and installed by the CONTRACTOR without additional compensation, whether specifically indicated in the Contract

Documents or not.

E. The CONTRACTOR shall comply with all City, County, State, Federal, and other codes which are applicable to this Project.

1.02 CONTRACTOR’S USE OF PREMISES

A. The CONTRACTOR shall assume full responsibility for the protection and safekeeping of products and materials at the job site. If additional storage or work areas are required, they shall be obtained by the CONTRACTOR at no additional cost to the OWNER.

1.03 PROJECT SEQUENCE

01 11 00 - 2

A. The CONTRACTOR shall establish the work sequence based on the use of crews to facilitate completion of construction and testing within the specified Contract time.

01 20 00 - 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

A. Separate payment will be made only for the items of work described herein and listed on the Bid Form. Any related work not specifically listed, but required for satisfactory completion of the work, shall be considered to be included in the scope of the appropriate listed work items.

B. The CONTRACTOR’s attention is called to the fact that cleanup is considered a part of the work of construction. No payment will be made until cleanup is essentially complete.

C. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work if not shown as a separate pay item.

1. Clearing and Grubbing.

2. Excavation, including necessary pavement base removal.

3. Shoring and sheeting.

4. Dewatering and disposal of surplus water.

5. Structural fill.

6. Backfill.

7. Grading.

8. Replacement of unpaved roadways, driveways, grass, and trees.

9. Cleanup.

10. Testing and placing system in operation.

11. Any material and equipment required to be installed and utilized for the test.

12. Pipe, structures, pavement replacement and/or appurtenances included within the limits of lump sum work.

13. Maintaining the existing quality of service during construction.

01 20 00 - 2

14. Appurtenant work as required for a complete and operable system.

15. Maintaining or detouring of traffic.

D. No payment shall be made for work constructed outside the authorized limits of work.

PART 2 – PRODUCTS

2.1 Pre-Construction Video Bid Item 1

Lump sum payment will be made based on delivery to the City of one electronic copy with documentation of the video for the project route and shall include everything located within the

Apparent Easements and all fencing adjacent to the Apparent Easements. The contract lump sum price shall be full compensation for all materials and work necessary to complete the professional videotaping in accordance with the project specifications. Construction work shall not start until the electronic video recorded document is delivered and approved by the project representative.

2.2 Dewatering Containment & Disposal Bid Item 2

Lump sum payment shall be made for dewatering containment and disposal of all groundwater and material including all labor, equipment and materials to contain removed groundwater in a temporary self-contained berm or ditch on-site to prevent the eventual discharge of groundwater into any water bodies of the State of Florida or the United States. CONTRACTOR is responsible for proper disposal of all removed materials.

2.3 Demolition of Existing Lift Station Bid Item 3

Lump sum payment shall be made for the demolition, removal, abandonment, filling, and/or other work to existing facilities as shown on the plans and as required to complete the required work.

Restoration, including fill required, shall be included. Demolished facilities shall be shown on the as-builts. City shall have right to all abandoned equipment. CONTRACTOR shall deliver to City or dispose of properly. CONTRACTOR is responsible for proper disposal of all removed materials.

2.4 Bypass Pumping Bid Item 4

Lump sum payment will be made at the completion of the operational lift station for temporary bypass pumping. The bypass pumping system shall be duplex pumps and each pump shall be capable of passing the flows with one unit on standby. Temporary systems shall be automatic float operated and switch over to standby, have cellular alarm notification, and have a noise level no greater than 70 dba at seven (7) meters.

01 20 00 - 3

2.5 Complete Lift Station Bid Item 5

Lump sum payment will be made for the included work is not necessarily limited to the following:

Pump Station improvements and modifications including installing new wet well with an approved liner system, pumps, rails, top slab, discharge piping, valves, pressure piping, fittings existing and proposed pipe restraint, and appurtenances; yard piping, mechanical equipment, hose bibb and water service connection, appurtenances, intercepts, conflicts, removal and/or abandonment of piping, conduits or electrical services. Installation of all site and adjacent improvements noted on drawings, installation of new gravity sewer and testing of sewer; remove existing manhole top, installation of fiberglass insert in existing manhole, connection of new sanitary sewer to an existing manhole, interior and exterior surface coatings; pre and post CCTV inspection, sanitary sewer cleaning, qualified personnel and manhole/wall interface sealing, grouting, and leakage testing. All work required to construct, complete start-up testing and deliver a complete operational Pump

Station, sanitary sewer system, and force main without interruption of service and all other items necessary for a complete installation. This includes all materials, equipment and labor required to construct the station as shown on the plans and described in the specifications.

2.6 Electrical Bid Item 6

Lump sum payment shall be made for the installation of all Electrical equipment, including

SCADA control panel, SCADA pole, stand-by generator, fuel tank, fuel piping and support foundations as shown on the plans and described in the specifications. Payment will be full compensation for furnishing all plant labor, materials, equipment, and electrical work to integrate and connect the new pump motors, lighting, control panels, junction boxes, cables, wiring, and miscellaneous components required to complete all electrical work in accordance with the contract plans, specifications, the National Electric Code and FBC. CONTRACTOR shall obtain requisite electrical permits prior to commencement of work.

2.7 Tie-Ins Bid Item 7

Payment will be made at the applicable unit price for the cost of the “tie-in” performed. The unit price will be full compensation for all materials and labor required to satisfactorily accomplish this item as detailed in the plans and specifications. Valves for tie-ins are paid under Bid Item 5

Complete Lift Station. A tie-in is described as making a connection to an existing main.

2.8 As-Built Plans Bid Item 8

Lump sum payment will be made based on delivery of record drawings produced by a State of

Florida licensed surveyor conforming to the specifications. Periodical record drawings shall be submitted with each pay estimate on which the ENGINEER shall rely to ensure the improvements are constructed in accordance with the design locations and elevations. Progress payments submitted without updated record drawings to document work constructed that pay period shall be a basis for rejection of the pay request until such time as adequate record drawings are submitted.

01 20 00 - 4

2.9 Maintenance of Traffic Bid Item 9

Payment for traffic control will be made at the contract lump sum price which price and payment shall be full compensation for the material, labor, equipment, and all other related work necessary to complete required traffic control during the period of construction affecting the flow of traffic within the project area or adjacent collector roads and highways. This item shall include the costs of preparing approved traffic control plans as well as the full cost of implementing the approved plans. For areas under County or State control, traffic control shall be provided in accordance with each entity’s requirements. Payment shall be made based on the percentage of the total construction cost completed.

2.10 Restoration Bid Item 10

At the completion of construction, lump sum payment shall be made for site restoration to provide positive drainage, acceptable finish grades, driveway, concrete, rock, gravel, etc. Sod shall match existing materials or as called out within the plans and specifications. All pavement, sod, grading for a final site acceptable to the City and their project representative are included in this pay item.

2.11 Concrete Pavement Driveway Bid Item 11

Payment will be made at the applicable unit price for installation of proposed concrete pavement driveway as shown on the plans. Concrete pavement driveway shall be six inch (6”) thick 3,500 psi with #4 rebar for driveways. The applicable unit price shall be full compensation for all labor, equipment and materials necessary to compact and install new concrete work in accordance with the plans and specification.

2.12 Temporary Access Driveway Bid Item 12

Payment will be made at the applicable unit price for installation of temporary access driveway for as shown on the plans. Temporary access driveway shall be of suitable material to accommodate heavy equipment and construction vehicles. The applicable unit price shall be full compensation for all labor, equipment and materials necessary to compact and install the temporary access driveway work in accordance with the plans and specification.

01 29 73 - 1

SECTION 01 29 73

SCHEDULE OF VALUES

PART 1 - GENERAL

A. Scope of Work:

1. Submit to the Engineer a Schedule of Values allocated to the various lump sum portions of the Work, at the Pre-Construction Conference, and as otherwise specified or requested to be submitted earlier as evidence of the Apparent Low Bidder's qualifications.

2. Upon request of the Engineer support the values with data which will substantiate their correctness. The data shall include, but not be limited to quantity of materials, all sub-elements of the activity, and their units of measure.

3. The Schedule of Values shall establish the actual value for each activity of the Work to be completed taken from the approved Critical

Path Method (CPM) Construction Schedule and shall be used as the basis for the Contractor's Applications for Payment.

B. Related Requirements Described Elsewhere:

1. Conditions of the Construction Contract.

1.02 FORM AND CONTENT OF SCHEDULE OF VALUES

A. Type schedule on 8-1/2 inch x 11 inch white paper. Contractor's standard forms and computer printouts may be considered for approval by the Engineer upon

Contractor's request. Identify schedule with:

1. Title of project and location.

2. Owner and purchase order number.

3. Engineer and project number.

4. Name and address of Contractor.

5. Contract designation.

6. Date of submission.

B. Schedule shall list the installed value of the component parts of the Work in sufficient detail to serve as a basis for computing item prices for progress payments during construction.

C. Identify each line item with the number and the title of the respective section of the Specifications.

01 29 73 - 2

D. For each major item of the Work, list sub-values of major products or operations under the major item.

E. For the various portions of the Work:

1. The amount for each item shall reflect a total installed cost including a directly proportional amount of the Contractor's overhead and profit.

2. For items on which progress payments will be requested for stored materials, break down the value into:

a. The cost of the materials delivered and unloaded, with taxes paid. Paid invoices are required for materials. Payment for materials shall be limited to the invoiced amount only.

b. The total installed value.

F. Round off figures to nearest dollar amount.

G. The sum of the costs of all items listed in the schedule shall equal the total

Contract Price.

H. For each item which has an installed value of more than $15,000, provide a breakdown of costs to list major products or operations under each item.

1.03 SUB-SCHEDULE OF UNIT MATERIAL VALUES

A. Submit a separate schedule of unit prices for materials to be stored on site and for those materials incorporated into the Work for which progress payments will be requested.

B. The unit values for the materials shall be broken down into:

1. Cost of the material, delivered and unloaded at the site, with taxes paid.

2. Copies of paid invoices for component material shall be included with the payment request in which the material first appears.

C. Only materials unique to the project may be billed when stored on site. Materials of standard use such as conduit, wire, small-diameter pipe, steel, etc., shall not be accepted for payment.

D. The installed unit value multiplied by the quantity listed shall equal the cost of that item in the Schedule of Values.

01 29 73 - 3

1.04 REVIEW AND RESUBMITTAL

A. After review by Engineer, revise and resubmit Schedule of Values and Schedule of Unit Material Values as required.

B. Resubmit revised schedules in same manner.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

01 29 73 - 4

01 29 76 - 1

SECTION 01 29 76

PROGRESS PAYMENT PROCEDURES

A. Scope of Work: Submit Application for Payment to the ENGINEER in accordance with schedule established by Conditions of the Contract and Agreement between

OWNER and CONTRACTOR.

1. Section 01 32 16 “Construction Progress Schedule”.

2. Section 01 29 73 “Schedule of Values”.

3. Section 01 32 33 “Photographic Documentation”.

4. Section 01 78 39 “Project Record Documents”.

1.02 FORMAT REQUIRED

A. Submit applications with itemized data typed on eight and one-half inch by 11 inch

(8-1/2" x 11") or white paper continuation sheets electronically.

B. Provide itemized data on continuation sheets of format, schedules, line items, and values specified on the Application and Certificate for Payment Form. The

CONTRACTOR shall use the item descriptions and contract values included in schedule of values, approved, and accepted by the ENGINEER as a basis for preparation of the Application for Payment Form.

1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Application Form:

1. Fill in required information, including that for Change Orders executed prior to date of submittal of application.

2. Fill in percent complete for each activity and dollar values to agree with the respective percent.

3. Execute certification with signature of a responsible officer of CONTRACTOR.

B. Continuous Sheets:

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1. Fill in total of all scheduled component items of the Work, with item number and schedule dollar value for each item.

2. Fill in dollar value in each column for each scheduled line item when Work has been performed or products stored. Round off values to nearest dollar, or as specified for Schedule of Values.

3. List each Change Order executed prior to date of submission, at the end of the continuation sheets. List by Change Order Number, and description, as for an original component item Work.

4. To receive approval for payment on component material stored on site, submit copies of the original invoices with Application and Certificate for

Payment.

5. As provided for in the Application and Certificate for Payment Form, the

CONTRACTOR shall certify, for each current pay request, that all previous progress payments received from the OWNER, under this Contract, have been applied by the CONTRACTOR to discharge in full, all obligations of the CONTRACTOR in connection with Work covered by prior

Applications for Payment, and all materials and equipment incorporated into the Work are free and clear of all liens, claims, security interest, and encumbrances.

1.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. CONTRACTOR shall submit suitable information, with a cover letter identifying:

1. Project.

2. Application number and date.

3. Detailed list of enclosures.

4. For stored products:

a) Item number and identification as shown on application.

b) Description of specific material.

B. Submit an electronic copy of data and cover letter for each copy of application.

C. The CONTRACTOR is to maintain an updated set of drawings to be used as record drawings in accordance with Section 01 78 39 “Project Record Documents”. As a prerequisite for monthly progress payments, the CONTRACTOR is to exhibit the updated record drawings for review by the OWNER and the ENGINEER.

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D. Each monthly application for payment shall incorporate the corresponding “monthly progress status report” and updated construction schedule, prepared in accordance with the requirements of Section 01 32 16 “Construction Progress Schedule”.

E. As a prerequisite for payment, CONTRACTOR shall submit a duly executed letter from surety consenting to payment due and progress to date.

F. Provide construction photographs in accordance with Section 01 32 33 “Photographic

Documentation”.

1.05 PREPARATION OF APPLICATION FOR FINAL PAYMENT

A. Fill in application form as specified for progress payments. Provide information as required by the General Conditions and Section 01 77 00 “Closeout Procedures”.

B. Furnish evidence of completed operations and insurance in accordance with the

General Conditions.

C. Provide CONTRACTOR’s Final Release of Lien and other close-out submittals as required by the General Conditions.

1.06 SUBMITTAL PROCEDURE

A. Submit Application for Payment to the ENGINEER at the time stipulated in the

Agreement, or as agreed to at the pre-construction meeting. Review the percentage complete with the ENGINEER and resolve any conflict or discrepancies.

B. Application for Payments to be submitted electronically in color for processing and payment.

C. When the ENGINEER finds the Application and Certificate for Payment Form is properly completed and correct, he will execute the Certificate for Payment and transmit the forms to the OWNER, with a copy to the CONTRACTOR.

01 29 76 - 4

01 31 19 - 1

SECTION 01 31 19

PROJECT MEETINGS

1. The CONTRACTOR shall coordinate with the ENGINEER to schedule and administer the preconstruction meeting, periodic progress meetings, and specifically called meetings throughout the progress of the Work.

2. The ENGINEER shall:

a. Prepare agenda for meetings.

b. Make physical arrangements for meetings.

c. Preside at meetings.

d. Take and distribute meeting minutes.

3. The CONTRACTOR shall:

a. Attend all meetings along with pertinent subcontractors and suppliers.

b. Appoint attendees who are qualified and authorized to act on behalf of the entity each represents.

c. Provide requested information at meetings.

4. The OWNER shall:

a. Attend meetings to ascertain that the Work is expedited consistent with Contract Documents and construction schedules.

1. Section 01 32 16 “Construction Progress Schedules”.

2. Section 01 33 23 “Shop Drawings”.

3. Section 01 78 39 “Project Record Documents”.

1.02 PRECONSTRUCTION MEETING

A. Purpose: To initiate coordination of contractual requirements prior to start of work.

01 31 19 - 2

B. Scheduling: ENGINEER will schedule a preconstruction meeting after execution of the Contract. Invites shall be sent via electronic mail.

C. Location: A local site, convenient for all parties, designated by the ENGINEER.

D. Attendance:

1. OWNER’s representative.

2. ENGINEER and his sub-consultants.

3. Resident project representative.

4. CONTRACTOR and his superintendent.

5. Major subcontractors.

6. Representatives of major suppliers and manufacturers, as appropriate.

7. Governmental and franchised utility representatives, as appropriate.

8. Permit agency representatives, as appropriate.

9. Funding agency representatives, as appropriate.

10. Others as requested by the CONTRACTOR, OWNER, and ENGINEER.

C. Suggested Agenda:

1. Introductions and Roles.

2. Contract Execution and Dates.

a. Contracts.

b. Contract Time/Dates.

c. Copies of Conformed Documents.

3. Communications.

a. Lines of Communication.

b. Coordination Meetings.

c. Contact List.

d. Requests for Information (RFIs).

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4. Preconstruction Matters.

a. Submittals.

b. Material Acquisition.

c. Mobilization.

d. Permitting.

5. Construction/Coordination.

a. Working Days/Hours.

b. Change Orders.

c. Locating Existing Facilities.

d. Demolition.

e. Testing.

f. Updated Schedules.

6. Pay Requests.

a. Process.

b. Schedule of Values.

c. Stored Materials.

d. Preliminary As-Builts.

7. Contract Closeout.

a. Substantial Completion.

b. Punch-list.

c. Final Acceptance.

d. Warranty.

e. Final Payment.

1.03 PROGRESS MEETINGS

A. Purpose: To discuss the progress of the construction and projected work activities.

B. Scheduling: ENGINEER will schedule progress meetings on a regular basis at a minimum frequency of once per week and at a maximum frequency of once per month. Invites shall be distributed via electronic mail.

C. Location: A local site, convenient for all parties, designated by the

ENGINEER.

D. Attendance:

1. OWNER’s representative.

2. ENGINEER and sub-consultants, as appropriate.

01 31 19 - 4

3. Resident project representative.

4. CONTRACTOR and his superintendent.

5. Major subcontractors, as appropriate.

6. Utility representatives, as appropriate.

7. Permit agency representatives, as appropriate.

8. Funding agency representatives, as appropriate.

E. Suggested Agenda:

1. Work progress since last meeting.

2. Work scheduled this period.

3. Field observations, problems, and conflicts.

4. Construction schedule.

a. Status of current schedule.

b. Issues impacting schedule.

c. Fabrication and delivery schedules.

d. Corrective measures to regain projected schedule.

5. Submittals.

6. RFIs.

7. Pending Changes and Substitutions.

8. Quality Control.

9. Pay Requests.

10. Other Business.

01 32 16 - 1

SECTION 01 32 16

CONSTRUCTION PROGRESS SCHEDULES

PART 1 - GENERAL

1. Promptly after award of the Contract, prepare and submit to the Engineer estimated construction progress schedules demonstrating complete fulfillment of all Contract requirements utilizing a Critical Path Method

(hereinafter referred to as CPM) in planning, coordinating, and performing the Work under this Contract (including all activities of subcontractors, equipment vendors, and suppliers). The principles and definition of CPM terms used herein shall be as set forth in the Associated General Contractors of America (AGC) publication, The Use of CPM in Construction, A Manual for General Contractors and the Construction Industry, latest edition, but the provisions of this Specification shall govern the planning, coordinating, and performance of the Work.

2. Submit revised progress schedules on a monthly basis. No partial payments shall be approved until there is an approved construction progress schedule on hand.

1. Conditions of the Contract.

2. Section 01 11 00 “Summary of Work”.

3. Section 01 31 19 “Project Meetings”.

4. Section 01 33 23 “Shop Drawings”.

5. Section 01 29 73 “Schedule of Values”.

1.02 FORM OF SCHEDULES

A. Prepare schedules in the form of a horizontal bar chart.

1. Provide a separate horizontal bar for each trade or operation within each structure or item.

2. Horizontal time scale:

a. Show starting and completion dates for each activity in terms of the number of days after Notice to Proceed. All completion dates shown shall be within the period specified for contract completion.

01 32 16 - 2

b. Identify the first workday of each month.

3. Scale and Spacing: Sufficient to allow space for notations and future revisions.

4. Maximum Sheet Size: 24 inches by 36 inches.

B. Format of Listings: The chronological order of the start of each item of work for each structure.

C. Identification of Listings: By major specification section numbers as applicable and by utility.

D. Construction Progress Schedules shall be computer generated using software offered by Primavera, or approved equal.

1.03 CONTENT OF SCHEDULES

A. Construction Progress Schedule:

1. Show the complete sequence of construction by activity and by structure.

2. Show the dates for the beginning and completion of each major element of construction in no more than a two (2) week increment scale. Specifically, list, but do not limit to:

a. Shop Drawing Schedule.

b. Installation of temporary facilities.

c. Clearing.

d. Demolition

e. Subcontractor work

f. Utility Installations

g. Paving

h. Start-Up

i. Project closeout

3. Show projected percentage of completion for each item, as of the first day of each month.

4. Show projected dollar cash flow requirements for each month of construction and for each activity as indicated by the approved Schedule of Values.

B. Submittals for construction progress schedules shall be in accordance with Section 01

33 23: Shop Drawings. Indicate on the schedule the following:

1. The dates for Contractor's submittals.

01 32 16 - 3

2. The date submittals will be required for Owner-furnished products, if applicable.

3. The date approved submittals will be required from the Engineer.

C. A typewritten list of all long lead items (equipment, materials, etc.).

D. To the extent that the progress schedule or any revised progress schedule shows anything not jointly agreed upon or fails to show anything jointly agreed upon, it shall not be deemed to have been approved by the Engineer. Failure to include any element of work required for the performance of this Contract shall not excuse the

Contractor from completing all work required within any applicable completion date, notwithstanding the Engineer's approval of the progress schedule.

E. Scheduling Constraints: The work within Owner's property must be completed within the maximum number of days start to finish, as indicated in the Contract.

Additionally, work must proceed on a continuous basis, without stoppages, except for nights and weekends. There shall be no lapses between phases of construction.

1.04 PROGRESS REVISIONS

A. Indicate progress of each activity to date of submission.

B. Show changes occurring since previous submission of schedule:

1. Major changes in scope.

2. Activities modified since previous submission.

3. Revised projections of progress and completion.

4. Other identifiable changes.

C. Provide a narrative report as needed to define:

1. Problem areas, anticipated delays, and the impact on the schedule.

2. Corrective action recommended, and its effect.

3. The effect of changes on schedules of other prime contractors.

D. If the Work falls behind the critical path schedule by two (2) weeks or more, the

Contractor shall prepare a recovery schedule.

1.05 SUBMISSIONS

A. Submittal Requirements.

1. Logic network and/or time-phased bar chart, computer generated.

2. Computerized network analysis:

a. Sort by early start

b. Sort by float

01 32 16 - 4

c. Sort by predecessor/successor

3. Narrative description of the logic and reasoning of the schedule.

B. Time of Submittals.

Within ten (10) working days after Notice to Proceed, Contractor shall submit a network diagram describing the activities to be accomplished in the project and their dependency relationships, (predecessor/successor) as well as a tabulated schedule as herein defined. The total length of time indicated on the initial CPM schedule shall equal the exact number of days in the Contract Time as defined in the Contract. The schedule produced and submitted shall also indicate calendar dates, including project starting and completion dates, based on the Contract Commencement and completion dates indicated in the Notice to Proceed. The Engineer will complete the review of the complete schedule within fifteen (15) working days after receipt.

During the review process, the Engineer may meet with a representative of Contractor to review the proposed plan and schedule to discuss any clarifications that may be necessary.

C. Within ten (10) working days after the conclusion of the Engineer's review period, Contractor shall revise the network diagram as required and resubmit the network diagram and a tabulated schedule produced therefrom. The revised network diagram and tabulated schedule shall be reviewed and accepted or rejected by the Engineer within fifteen (15) working days after receipt. The network diagram and tabulated schedule, when accepted by the Engineer, shall constitute the project work schedule unless a revised schedule is required due to substantial changes in the Work, a change in Contract Time or a recovery schedule is required and requested.

D. Acceptance. The finalized schedule will be acceptable to the Engineer when, in the opinion of the Engineer, it demonstrates an orderly progression of the Work to completion in accordance with the Contract Documents.