5-SOW - Street sweeping 2026.pdf

Marion County Office of the County Engineer Stormwater Management Program

Street Sweeping

PROJECT NAME: Marion County Street Sweeping

PROJECT LOCATION: Marion County Wide.

PROJECT SUMMARY

This project consists of countywide street sweeping services for curbed Marion County roadways, including an initial clean-up cycle followed by routine monthly maintenance as specified in the Scope of Services.

QUALITY OF WORK AND MATERIAL REQUIREMENTS

All work and materials provided pursuant to this contract shall be in accordance with Section 1 of this document, Marion County Land Development Code, FDOT Standard Specifications for Road and Bridge Construction, latest edition, and FDOT Design Standards, latest edition.

CONTRACT TERM

This will be a five (5) year contract with five (5) potential one (1) year renewals. Each Routine Maintenance cycle shall be completed monthly.

CONTRACTOR’S RESPONSIBILITIES

All Project Work performed shall be in accordance with Contract documents. The CONTRACTOR shall furnish all labor, equipment, fuel, materials and incidentals to perform all operations necessary to complete this work in accordance with these specifications and any applicable drawings.

PRIOR TO SUBMITTING BID

It is in the CONTRACTOR’s best interest and highly recommended for the CONTRACTOR to visit the work locations before submitting a bid.

MARION COUNTY STREET SWEEPING

PART 2

SCOPE OF SERVICES

2.1 DESCRIPTION OF PROJECT

The work specified in this section consists of a 2026 initial contract clean-up street sweeping cycle, and then Routine Street sweeping of curbed Marion County roadways throughout the remainder of the first contract year. Each subsequent contract year will start with Routine Street sweeping of curbed Marion County roadways throughout the remainder of the contract term year. The CONTRACTOR shall submit a comprehensive proposal detailing their plan to accomplish the required work, including a list of equipment and personnel to be used, prior to contract execution.

2.2 CONTRACT TERM

This contract will be a five (5) year contract with five (5) potential one (1) year renewals.

A Consumer Price Index (“CPI”) based Cost Schedule increase may be requested in writing annually no later than sixty days before the contract anniversary date.

2.3 GENERAL REQUIREMENTS

The CONTRACTOR shall furnish labor, equipment, fuel, and materials to perform all operations necessary to complete this work in strict accordance with the provisions of this contract. Work shall be in accordance with Marion County Land Development Code, FDOT Standard Specifications for Road and Bridge Construction, latest edition, and FDOT Design Standards, latest edition. In case of a discrepancy or conflict, the specification to follow will be the strictest/most conservative as determined by the COUNTY ENGINEER or his designee.

County Project Manager The County Engineer shall appoint a Project Manager who will be authorized to act in matters concerning the administration of the Contract. References to such authorized County personnel in this document will also mean their designee or authorized representative, hereinafter referred to as “County”.

Contractor Project Manager The CONTRACTOR shall appoint one individual to act as the CONTRACTOR's representative who will be authorized to act in matters concerning the administration of the Contract. References to such authorized CONTRACTOR personnel in this document will also mean their designee or authorized representative, hereinafter referred to as “CONTRACTOR”. Contact numbers for this individual and for a secondary or back-up person shall be provided to the County.

Progress Meetings:

The County may elect to conduct on-site progress meetings with CONTRACTOR on a frequency to be determined by the County. In such event, CONTRACTOR shall make available appropriate personnel to discuss matters pertinent to performance of the work in progress.

Clean-Up:

The CONTRACTOR shall exercise the necessary care to preclude any source of litter by the CONTRACTOR’s operation. The CONTRACTOR is responsible for the daily clean up or cost of such cleanup of any litter generated by the CONTRACTOR, employees or subcontractors. Such litter, trash, garbage, and debris shall be collected and disposed of properly in accordance with all applicable local, state and federal ordinances, rules, laws, or statutes.

2.4 SCOPE OF WORK

Work shall consist of the removal of inorganic and organic sedimentation, vegetation and debris from the travel lanes along curbs, gutters and inlets on County-maintained roads as outlined in Exhibit A. Hand labor may be required to perform the specified work in certain areas or during certain times.

Work is categorized as “Regular” or “Subdivision” Curb & Gutter. Roadways identified under Regular are primarily Type E and F curb & Gutter. Roadways identified under Subdivision are primarily drop, shoulder gutters or Miami curb. The Regular category includes curb and gutter that continues around radii on intersecting streets and is referred to as “Extended Radii”.

Roadways with “Extended radii” must be swept to the end of the curb. No work should be performed beyond the major road’s right-of-way.

Failure to sweep and complete the “Extended Radii” under the Regular Category will result in the whole segment as incomplete or a fail.

All sweeping shall be conducted utilizing best practices. The CONTRACTOR shall take great care that all streets and gutters are thoroughly swept clean. The sweeper may not leave trash, litter, tracks, sedimentation, sand, debris or vegetation in the street. If there are areas of encrusted sedimentation, including the throat of the curb inlet, CONTRACTOR is responsible to use means necessary, including but not limited to mechanical and/or handwork, to remove this condition prior to sweeping. Completed areas will be reviewed for quality and acceptance by the Inspector or Project Manager. Areas requiring re-work shall be completed within the current sweeping cycle time.

INITIAL CLEANUP CYCLE

The sweeping service provided by the CONTRACTOR will begin with a one (1) time only complete Initial Contract Clean-up Sweep Cycle. This will be a two (2) month long process from January 5th to February 28th.

• All curbs, gutters, and gutter inlets for both Regular and Subdivision for the first cycle of the contract shall be cleared and cleaned to prepare the areas for routine sweeping.

• It is expected that all inlets are cleared from sediment and debris.

• The initial cycle is a separate bid item, as these areas have not been actively maintained, the initial cycle is anticipated to require increased labor effort to restore all drainage curbs to an operational standard.

ROUTINE STREET SWEEPING

Following the initial Contract Clean-up Cycle the service will continue the routine schedule as follows:

• All curbs, gutters, and gutter inlets for both Regular and Subdivision shall be swept clean and clear of any debris, sediment, trash, etc

• Following Cleanup cycle: March to September, anticipated 7 regular cycles and 2 Subdivision cycles (April and July).

• Regular Routine: Monthly thereafter from October through September with an anticipated maximum of twelve (12) complete cycles.

• Subdivision Routine: Four (4) times per fiscal year at Cycles 1, 4, 7 and 10 (October, January, April, July).

• Fiscal Year: October 1st thru September 30th.

Street Sweeping Schedule with Initial clean up Cycle Month Category/Type of sweep Notes

1 January Regular & Subdivision * Initial Contract Clean up Sweep Cycle 2026

2 February

3 March Regular

4 April Regular & Subdivision

5 May Regular

6 June Regular

7 July Regular & Subdivision

8 August Regular

9 September Regular

* One (1) time only Initial Contract Clean Up Cycle will be cycles one and two (1 &2) in January and February

A potential of twelve (12) full cycles, Each fiscal year. Fiscal year is October 1st to September 30th.

Street Sweeping Schedule Fiscal Year Cycle Month Category/Type of sweep Notes

1 October Regular & Subdivision

2 November Regular

3 December Regular

4 January Regular & Subdivision

5 February Regular

6 March Regular

7 April Regular & Subdivision

8 May Regular

9 June Regular

10 July Regular & Subdivision

11 August Regular

12 September Regular

A potential of twelve (12) full cycles, Each fiscal year. Fiscal year is October 1st to September 30th.

The CONTRACTOR is to furnish all labor, equipment, work signs, tools and other incidentals to execute all work necessary to perform the specified sweeping work listed in these documents.

This work will be furnished in accordance with all conditions specified in the contract documents.

All roads within the boundaries of Marion County are eligible for work under this contract as authorized by the County Engineer or designee, additions must be agreed upon by the CONTRACTOR. The CONTRACTOR may be required to attend pre-scheduled meetings as necessary determined by the COUNTY ENGINEER or designee without additional compensation.

There are periods of the year when it can be expected that street sweeping will not be feasible due to weather conditions. The CONTRACTOR is responsible for notifying the County Engineer or designee if unsuitable weather conditions are encountered. If the County determines the weather conditions are unsuitable for sweeping operations the County Engineer or representative will direct the CONTRACTOR to discontinue sweeping in specific areas during a cycle under these circumstances until which time there are suitable weather conditions. Roads not swept due to these conditions will not be authorized for compensation.

2.5 CYCLE TIME

Each cycle is twenty-five (25) days long. Each cycle will start on the 1st day of the month and continue to the 25th. Allowing some time in between cycles for the contractor to make any necessary adjustments to the equipment and/or scheduling as needed.

2.6 HOURS OF OPERATION

Marion County operating hours are from 08:00 to 17:00 Monday thru Friday. There will be no sweeping on any major Holidays. IE Labor Day, Independence Day, Thanksgiving and the day after, Christmas Eve and Christmas Day, and New Year’s Day.

2.7 EQUIPMENT

Minimum requirements for Street Sweepers are:

Shall be four-wheeled with two drive wheels. The engine horsepower shall be minimum 110 brake horse power. Water capacity shall be 225 gallons minimum. Width including pickup and gutter broom shall be at least 114 inches. Street Sweeper shall be equipped with back up alarm and FDOT approved arrow board. Street Sweeper shall be USDOT FHWA PM 10 compliant and operate either by vacuum or regenerative air in conjunction with brushes. Mechanical street sweepers will be allowed if they can demonstrate the ability to comply with these specifications and furnish a high-quality finished product.

The sweeper must carry water, which is used for dust control. Dust clouds shall not be allowed to form as a result of the sweeping.

All equipment necessary for the proper execution of the Contract shall be maintained to produce quality work. The CONTRACTOR shall maintain at least one (1) backup sweeper of equal or greater capacity to ensure continuity of operations.

The CONTRACTOR must have the capabilities at the time of submission of Proposal to perform promptly after the Notice to Proceed. The CONTRACTOR shall submit with his Proposal a list of the quantity and types of equipment and employees, which shall be used in the performance of this contract. The CONTRACTOR has the option to choose the type of equipment needed to perform any given task, as long as the equipment meets minimum requirements as specified in these documents and is of substance and function that allows the work to be completed according to contract specifications. No extra costs will be incurred by the County for the rework of specific areas that are unacceptable due to equipment or operator.

2.8 RESPONSIBILITY FOR LAYOUT OF WORK

The CONTRACTOR will supply the County with a route and projected timeline for completion of each cycle. This timeline should allow for weekends and holidays and project the completion of each cycle within the cycle period indicated in the section titled "SCOPE OF WORK”.

2.9 QUALITY CONTROL AND INSPECTION

The CONTRACTOR shall submit a list of work completed by the item number from Tables 1 & 2 from Exhibit A with debris disposal measured in tons/yards to the County every morning no later than 08:30 A.M. This will be accomplished by email. This will enable the County to complete inspections before the CONTRACTOR moves great distances from the completed work area allowing the CONTRACTOR to perform faster and more cost-effective re-works should the need arise.

In the event that re-worked areas are not accepted after the first re-work is completed, the CONTRACTOR will deduct from the invoice an amount equal to the cost of having the County perform a second re-work inspection and any subsequent re-work inspections.

The CONTRACTOR shall attend a coordination meeting with the Project Manager and provide sweeping routes and schedules for the purpose of scheduling inspections and modifications to the route, prior to any work being accomplished. This does not, however, relieve the CONTRACTOR from responsibilities specified in the Scope of Services.

2.10 MEASUREMENT AND BASIS OF PAYMENT

The CONTRACTOR shall furnish complete pricing for accomplishing the required work, including a list of the equipment and personnel to be utilized, minimum requirements are listed in the sections titled "SCOPE OF WORK” and “EQUIPMENT”, prior to execution of the contract.

CONTRACTOR may submit a signed invoice for payment at the end of each cycle, additionally the CONTRACTOR may submit an invoice when directed by the County to complete specific areas listed in Exhibit A or other areas agreed upon by both parties. No invoice will be processed until all miles associated with that cycle have been inspected and accepted.

Initial Contract Clean Up Cycle is one (1) cycle broken into two (2) months. Payment shall be per Unit price for only work that has been completed, inspected and accepted, which shall include travel lanes, curbs, gutters and inlets. CONTRACTOR may submit a signed invoice for payment at the end of January, additionally the CONTRACTOR may submit an invoice at the end of February for the remaining work from the Initial Contract Clean Up cycle.

CONTRACTOR DEBRIS DISPOSAL. The CONTRACTOR will be responsible for disposing of debris generated through this work in accordance with all laws and regulations having jurisdiction. The invoice will indicate the number of tons hauled each day and a grand total for the cycle when invoice is submitted.

All measurements are by curbed mile. The CONTRACTOR will be paid for the number of curbed miles completed and accepted.

In order to be accepted as complete, all sweeping must include travel lanes, turn lanes, approaches, curbs, turn radii, median breaks and inlets.

The approximate curb mileage identified in Table 1 (Regular Curb & Gutter) to be swept monthly from April through December is 190.26 miles (Regular Including Extended Radii). The approximate curb mileage identified in Table 2 (Subdivision) to be swept three (3) times per calendar year is 45.50 miles. Marion County reserves the option to decrease the number of miles at the contract price per unit, or increase if agreed upon by both parties. The CONTRACTOR shall be compensated for each cycle at the unit price per curbed mile to the nearest hundredth (0.01), completed and accepted. The anticipated routes to be swept are identified in the Overall Location Map and Tables 1 and 2, all provided in Exhibit A. A cycle is defined as a completed round of sweeping which incorporates all the roads included on the list in Exhibit A and shown on the maps provided. Each cycle shall include all additional mileage or work appended to the contract under the available contingency.

A separate category is identified as Bilateral Turn Lanes. An example of a road with a bilateral turn lane that would be representative of this category is Maricamp Road. Sweeping of these road sections will be done at the request of and paid for by the OCE’s Road Operations Section.

The quantities of work in this contract will vary due to changes in areas of exclusion, weather conditions, and limits of construction and other indeterminate variables.

2.11 LIQUIDATED DAMAGES

Liquidated damages (LD’S) will be charged for each calendar day a cycle is late or not completed in its entirety. The actual liquidated damage amount will be deducted from the invoice for the particular cycle that is late. If the County has previously approved a day for day extension for inclement weather or unforeseen circumstances per specification 2.4, that extension will be taken into consideration when determining if the cycle is considered to be late. The amount will be calculated by the following: cost of the total cycle divided by 25 days without time extensions, multiplied by the number of days late. Example would be:

Awarded cycle totals $5,000.00 per cycle divided by 25 days for the cycle, multiplied by 3 days for being late, would equal liquidated damages in the amount of $600.00 which would automatically be deducted from the invoice. ((($5,000/25)*3)=$600.00))

2.12 ADDITIONAL REQUIREMENTS

The CONTRACTOR will inspect the proposed routes to become familiar with the conditions prior to submitting a Bid. It is in the CONTRACTOR’s best interest and highly recommended for CONTRACTOR to visit the routes before submitting a Bid.

The anticipated initial fiscal year sweep cycle for routes listed in Tables 1 (Regular) will begin as directed by the County, typically in October and subsequent cycles will continue thru September.

The cycles shall be completed in twenty-five (25) calendar days and will include approximately twelve (12) anticipated cycles per year.

The anticipated initial fiscal year sweep cycle for routes listed in Table 2 (subdivisions) will begin as directed by the County, typically in October, followed by subsequent cycles in January, April and July. The cycles shall be completed in conjunction with Regular curb and gutter in twenty-five (25) calendar days and will include approximately four (4) cycles per year.

The number of cycles or time period between sweeping cycles may be reduced or extended at the County’s discretion due to circumstances, which include weather, natural disasters and budgetary concerns.

2.13 COUNTY’S RIGHT TO STOP WORK

Suspension for Convenience. The County may direct the CONTRACTOR to stop the Work, in whole or in part, whenever, in the County’s sole judgment and discretion, such stoppage is necessary to ensure the proper completion of the Work, avoid injury to third persons, or otherwise meet the objectives of the County. The County shall provide CONTRACTOR not less than five (5) days written notice, except in emergency circumstances.

EXHIBIT A

TABLE OF CONTENTS

MARION COUNTY STREET SWEEPING OVERALL MAP

MARION COUNTY STREET SWEEPING SECTION MAPS

TABLE 1 LIST OF COUNTY ROADS FOR STREET SWEEPING – REGULAR WITH EXTENDED RADII

TABLE 2 LIST OF COUNTY ROADS FOR STREET SWEEPING – SUBDIVISION

TABLE 3 FISCAL YEAR CALENDAR

SPECIFICATIONS

SECTION 1 GENERAL CONDITIONS OF THE AGREEMENT

1.1. DEFINITIONS

1.2. AUTHORITY

1.3. EXECUTIVE AND REPRESENTATION, INTENT, AND INTERPRETATIONS

1.4. ORGANIZATION OF THE CONTRACT DOCUMENTS

1.5. THE ENGINEER

1.6. LAND SURVEYING SERVICES (Removed)

1.7. THE CONTRACTOR (Some Subsections Not Applicable)

1.8. SEPARATE CONTRACTS

1.9. SUCCESSORS AND ASSIGNS

1.10. WRITTEN NOTICE

1.11. CLAIMS FOR DAMAGES

1.12. BONDS (Not Applicable)

1.13. PERFORMANCE BOND (Not Applicable)

1.14. PAYMENT BOND (Not Applicable)

1.15. COUNTY’S RIGHT TO COMPLETE WORK

1.16 REJECTION OF WORK AND MATERIALS

1.17. DELAYS AND EXTENSIONS OF TIME

1.18. ASSESSMENT OF LIQUIDATED DAMAGES

1.19. PROGRESS PAYMENTS

1.20. RETAINAGE (Not Applicable)

1.21. FINAL INSPECTION AND FINAL PAYMENT

1.22. CHANGES IN THE WORK

1.23. SAFETY PROVISIONS

1.24. VALUE ENGINEERING (Removed)

TABLE 1

Marion County Stormwater Street Sweeping

Regular Curb Item # Subdivision/ Road Name Length (Feet) Miles

BASELINE

1 ALMOND DRIVE PASS 74.52 0.01

2 ALMOND DRIVE RUN 87.71 0.02

3 ALMOND RD 158.05 0.03

4 BANYAN DR 101.03 0.02

5 BANYAN PASS 104.19 0.02

6 BANYAN RD 210.58 0.04

7 BANYAN TRAK 94.70 0.02

8 CHERRY RD 84.16 0.02

9 E FORT KING ST 152.35 0.03

10 NE 24th ST 693.82 0.13

11 NE 3RD PL 86.84 0.02

12 NE 7th ST 2120.98 0.40

13 SE 4TH ST 119.82 0.02

14 SE 4TH PL 85.73 0.02

15 SE 17TH ST 75.56 0.01

16 SE 20TH ST 44.26 0.01

17 SE 21ST LN 65.42 0.01

18 SE 22ND ST 89.94 0.02

19 SE 22ND PL 112.15 0.02

20 SE 23RD LN 72.49 0.01

21 SE 24th ST 82.50 0.02

22 SE 28TH ST 239.17 0.05

23 SE 38th ST 106.20 0.02 24 SE 8th STREET RD 122.92 0.02

25 SE 5TH ST 88.70 0.02

26 TEAK RUN 108.06 0.02

Belleview 0.00 27 SE 55th AVENUE RD 1285.88 0.24

Candler 0.00 28 SE 108th TERRACE RD 399.32 0.08

Cedar Hills 1st Addition 0.00 29 SE 36th AVE 235.44 0.04

Dillard S, L.C. 0.00 30 SE 147th ST 1890.08 0.36

Dunnellon 0.00

31 CEDAR ST 2585.12 0.49

32 E PENNSYLVANIA AVE 16961.08 3.21

33 W PENNSYLVANIA AVE 2421.21 0.46

Golf Park Unit 1 0.00 34 SE 96th PLACE RD 656.78 0.12

Huntington 0.00

Regular Curb Item # Subdivision/ Road Name Length (Feet) Miles

35 SE 52nd CT 310.42 0.06 Industrial ONE Unit 1 0.00

36 SE 78th ST 610.50 0.12 Lake Weir Heights 0.00

37 SE 106th CT 1485.65 0.28 38 SE 128th St 408.91 0.08

Monterey Village Revised 0.00 39 NE 55th AVE 301.93 0.06

Rainbow Acres Unit 1 0.00 40 SW 54th ST 298.72 0.06

Rainbow Lakes Estates SEC A 0.00

41 SW RAINBOW LAKES BLVD 757.59 0.14

Silver Springs Shores unit 01 0.00

42 EMERALD RD 5245.59 0.99

Silver Springs Shores unit 10 0.00 43 SE 24th ST 1430.57 0.27 44 SE 49th AVE 233.94 0.04

Silver Springs Shores unit 14 0.00

45 OAK RD 526.59 0.10

46 BUENA VISTA BLVD 36150.48 6.85

47 E HWY 25 1284.98 0.24

48 E HWY 316 1777.76 0.34

49 NE 19th AVE 587.78 0.11 50 NE 20th ST 2536.08 0.48 51 NE 21st AVE 107.68 0.02

52 NE 24TH ST 935.02 0.18

53 NE 25th AVE 482.22 0.09 54 NE 25th ST 111.28 0.02 55 NE 28th ST 32.69 0.01 56 NE 31st ST 99.72 0.02 57 NE 35th ST 1626.58 0.31 58 NE 7th ST 1684.30 0.32 59 NE 8th RD 426.18 0.08 60 NE 90th STREET RD 3187.73 0.60 61 NE 97th STREET RD 318.19 0.06

62 NE HWY 314 82.89 0.02

63 NE HWY 315 1713.76 0.32

64 NE JACKSONVILLE RD 28715.01 5.44

65 NW 16th AVE 1827.85 0.35 66 NW 20th ST 6693.48 1.27 67 NW 27th AVE 5070.46 0.96 68 NW 35th ST 38544.05 7.30

Regular Curb Item # Subdivision/ Road Name Length (Feet) Miles

69 NW 36th Street Rd 9890.66 1.87 70 NW 40th AVE 720.50 0.14 71 NW 44th AVE 67415.44 12.77 72 NW 60th AVE 50208.95 9.51 73 NW 63rd ST 3025.63 0.57

74 NW GAINESVILLE RD 541.95 0.10

75 S HWY 25 1868.43 0.35

76 S HWY 475 1767.77 0.33

77 S MAGNOLIA AVE 491.86 0.09

78 SE 110th ST 14744.67 2.79 79 SE 132nd STREET RD 11141.83 2.11 80 SE 19th AVE 250.22 0.05 81 SE 1st AVE 946.96 0.18 82 SE 36th AVE 334.47 0.06 83 SE 38th ST 1580.21 0.30 84 SE 3rd AVE 2119.28 0.40 85 SE 52nd ST 881.96 0.17 86 SE 73rd ST 491.47 0.09 87 SE 80th ST 730.34 0.14 88 SE 92nd LOOP 49694.71 9.41 89 SE 92nd PLACE RD 2944.59 0.56

90 SE BASELINE RD 1089.38 0.21

91 SE HWY 42 68849.03 13.04

92 SE HWY 464C 1797.31 0.34

93 SE HWY 484 14701.86 2.78

94 SE MARICAMP RD 62517.79 11.84

95 SW 110th ST 354.08 0.07 96 SW 16th AVE 2414.31 0.46 97 SW 20th AVENUE RD 733.65 0.14 98 SW 38th AVE 3543.88 0.67 99 SW 38th CT 1548.11 0.29

100 SW 3rd ST 403.25 0.08 101 SW 40th AVE 636.41 0.12 102 SW 43rd CT 185.13 0.04 103 SW 49th AVE 4062.19 0.77 104 SW 60th AVE 139229.04 26.37 105 SW 66th ST 2916.12 0.55 106 SW 7th AVE 1141.64 0.22 107 SW 80th AVE 13714.60 2.60 108 SW 80th ST 7829.41 1.48 109 SW 90th ST 9623.98 1.82 110 SW 95th ST 21239.28 4.02

Regular Curb Item # Subdivision/ Road Name Length (Feet) Miles

111 SW 95th STREET RD 36520.64 6.92

112 SW HWY 484 90271.88 17.10

113 W HWY 316 4295.07 0.81

114 SW 49th AVE RD 20560.52 3.89 115 SW 49th AVE RD 34765.35 6.58 116 SW 49th COURT RD 16657.54 3.15 117 SW 57th AV RD 108.34 0.02

118 SW 57TH AVENUE RD 11475.91 2.17

119 WEST ANTHONY RD 1095.48 0.21

TOTAL 973496.42 184.37

Table 2

Subdivision - Drop (Miami) Curb Item # Subdivision/ Road Name Length (Feet) Miles

BUFFINGTON ESTATES 4,064.45 0.77

1 SE 42ND CT 706.01 0.13

2 SE 43RD TER 486.06 0.09

3 SE 53RD ST 2,872.39 0.54

CAPLES RANCHETTES 3,093.79 0.59

4 NE 107TH STREET RD 3,093.79 0.59

CHRUCHILL SUB 1,788.61 0.34

5 SE 63RD TER 1,788.61 0.34

CHURCHILL SUB 8,701.50 1.65

6 SE 1ST ST 2,189.98 0.41

7 SE 3RD PL 1,110.72 0.21

8 SE 3RD ST 398.96 0.08

9 SE 61ST CT 1,592.96 0.30

10 SE 62ND AVE 1,618.58 0.31

11 SE 62ND TER 1,790.31 0.34

COUNTRY ESTATES BUFFINGTON ADD 11,632.79 2.20

12 SE 42nd AVE 2,012.67 0.38

13 SE 42ND CT 1,674.03 0.32

14 SE 43rd AVE 206.38 0.04

15 SE 43RD CT 1,649.93 0.31

16 SE 44th AVE 1,863.34 0.35

17 SE 54TH ST 2,157.75 0.41

18 SE 55TH PL 441.39 0.08

19 SE 56TH LN 1,627.30 0.31

DEER PATH PHASE 1 13,594.09 2.57

20 SE 11TH LOOP 2,587.29 0.49

21 SE 12th PL 1,464.98 0.28 22 SE 65th CIR 4,464.47 0.85

23 SE 66TH AVE 1,260.89 0.24

24 SE 8th STREET RD 3,816.46 0.72

DEER PATH PHASE 2 8,260.60 1.56

25 SE 65th CIR 5,406.88 1.02

26 SE 66TH TER 1,755.31 0.33

27 SE 9TH PL 1,098.40 0.21

DEER PATH PHASE 3 10,621.66 2.01

28 SE 11th PL 1,252.08 0.24 29 SE 12th PL 417.68 0.08 30 SE 65th CIR 2,153.26 0.41

31 SE 67TH CT 1,329.34 0.25

32 SE 68TH AVE 1,157.43 0.22

33 SE 68th CT 1,300.65 0.25

34 SE 69TH AVE 1,307.39 0.25

35 SE 8th STREET RD 1,703.84 0.32

DOUBLEGATE 9,039.93 1.71

36 SE 29TH CT 2,914.34 0.55

37 SE 34TH ST 1,712.24 0.32

38 SE 35TH ST 1,426.99 0.27

39 SE 36TH LN 441.68 0.08

40 SE 36TH ST 1,778.38 0.34

41 SE 37TH ST 766.31 0.15

HAWK'S POINT 16,164.60 3.06

42 SE 106th PL 2,632.58 0.50 43 SE 107th LN 2,104.81 0.40 44 SE 108th LN 928.25 0.18 45 SE 108th ST 975.58 0.18 46 SE 109th PL 527.23 0.10 47 SE 109th ST 595.20 0.11 48 SE 42nd AVE 560.16 0.11 49 SE 43rd AVE 2,184.56 0.41 50 SE 44th TER 2,147.37 0.41 51 SE 45th AVE 3,508.86 0.66

HUNTERS TRACE 12,279.03 2.33

52 NE 50TH AVE 1,870.07 0.35

53 NE 51ST AVE 3,078.55 0.58

54 NE 52ND AVE 2,004.53 0.38

55 NE 7TH PL 1,437.05 0.27

56 NE 8TH ST 1,596.77 0.30

57 NE 9TH LN 771.00 0.15

58 NE 9TH ST 1,521.05 0.29

INDIAN MEADOWS 6,583.65 1.25

59 SE 35TH LOOP 2,758.75 0.52

60 SE 54TH AVE 2,889.53 0.55

61 SE 54TH CT 935.36 0.18

INDIAN PINES 9,354.70 1.77

62 SE 35TH ST 2,158.39 0.41

63 SE 37TH PL 1,152.40 0.22

64 SE 55TH CT 2,322.87 0.44

65 SE 56TH AVE 1,736.60 0.33

66 SE 56TH TER 1,984.45 0.38

INDIAN PINES 1ST ADD 10,288.25 1.95

67 SE 32ND PL 1,523.34 0.29

68 SE 34TH ST 3,407.59 0.65

69 SE 54TH CIR 810.71 0.15

70 SE 55TH CT 963.24 0.18

71 SE 56TH AVE 1,177.74 0.22

72 SE 56TH TER 1,666.47 0.32

73 SE 57TH CT 739.17 0.14

INDIAN PINES III 4,038.92 0.76

74 SE 32ND PL 841.68 0.16

75 SE 34TH ST 734.44 0.14

76 SE 53RD TER 371.34 0.07

77 SE 54TH AVE 1,337.73 0.25

78 SE 54TH CT 753.73 0.14

INDIAN PINES IV 4,609.34 0.87

79 SE 32ND PL 626.35 0.12

80 SE 34TH ST 311.73 0.06

81 SE 53RD CT 1,027.88 0.19

82 SE 53RD TER 367.77 0.07

83 SE 54TH CIR 2,275.61 0.43

INDIAN PINES V 449.40 0.09

84 SE 54TH CIR 449.40 0.09

INDIAN TRAILS 8,215.17 1.56

85 SE 12TH ST 2,351.06 0.45

86 SE 56TH AVE 1,480.45 0.28

87 SE 56TH CT 1,495.14 0.28

88 SE 57TH AVE 1,469.96 0.28

89 SE 9TH ST 1,418.57 0.27

OCALA EAST VILLAS 140.36 0.03

90 NE 64TH AVE 140.36 0.03

QUAIL CREEK 7,464.86 1.41

91 SE 19TH AVE 145.97 0.03

92 SE 20TH AVE 703.17 0.13

93 SE 21ST AVE 763.27 0.14

94 SE 32ND LN 2,771.26 0.52

95 SE 32ND ST 1,539.72 0.29

96 SE 33RD ST 1,541.47 0.29

REGAL WOODS 3,244.32 0.61

97 SE 37TH AVE 2,501.72 0.47

98 SE 49TH ST 742.60 0.14

RIVERS ACRES 5,044.11 0.96

99 SE 27TH ST 2,555.02 0.48

100 SE 28TH ST 2,040.60 0.39

101 SE 9TH CT 448.49 0.08

SHADY WOOD UNIT 1 9,374.83 1.78

102 SE 24TH AVE 1,307.56 0.25

103 SE 25TH AVE 4,528.30 0.86

104 SE 26TH AVE 1,421.58 0.27

105 SE 32ND PL 646.80 0.12

106 SE 37TH ST 1,470.58 0.28

SHADY WOOD UNIT 2 7,088.69 1.34

107 SE 25TH AVE 1,043.45 0.20

108 SE 26TH CT 1,112.30 0.21

109 SE 31ST PL 974.60 0.18

110 SE 33RD ST 1,277.88 0.24

111 SE 34TH ST 451.68 0.09

112 SE 35TH ST 2,228.77 0.42

SOUTH OAK 2,202.20 0.42

113 SE 33RD AVE 2,202.20 0.42

SUN TREE 11,834.81 2.24

114 SE 44th AVE 958.54 0.18 115 SE 46th TER 902.86 0.17 116 SE 57th LN 4,835.87 0.92 117 SE 58th PL 5,137.52 0.97

TILLSON DAVIS 603.15 0.11

118 SE 22ND AVE 603.15 0.11

WILLOW OAKS UNIT 1 13,198.32 2.50

119 SE 37TH CT 2,777.14 0.53

120 SE 45TH PL 2,882.35 0.55

121 SE 46TH PL 2,195.74 0.42

122 SE 47TH ST 2,187.19 0.41

123 SE 48TH ST 3,155.90 0.60

WILLOW OAKS UNIT 2 4,682.87 0.89

124 SE 37TH CT 176.89 0.03

125 SE 39TH CT 2,028.64 0.38

126 SE 49TH LN 1,681.61 0.32

127 SE 49TH ST 795.73 0.15

WINDSTREAM 10,707.34 2.03

128 SE 1ST AVE 1,407.69 0.27

129 SE 1ST CT 702.59 0.13

130 SE 1ST TER 794.64 0.15

131 SE 2ND AVE 782.67 0.15

132 SE 2ND CT 1,756.15 0.33

133 SE 32ND PL 1,864.09 0.35

134 SE 34TH PL 2,072.17 0.39

135 SE 34TH ST 1,327.35 0.25

WINEBERRY 12,929.54 2.45

136 SE 37TH AVE 1,204.70 0.23

137 SE 37TH TER 829.83 0.16

138 SE 39TH AVE 1,672.37 0.32

139 SE 59TH PL 2,443.48 0.46

140 SE 60TH ST 2,024.24 0.38

141 SE 61ST PL 3,548.29 0.67

142 SE 62ND ST 1,206.62 0.23

WOODBERRY FOREST 7,423.39 1.41

143 SE 119th LN 1,956.60 0.37 144 SE 119th ST 1,870.00 0.35 145 SE 92nd TER 1,590.17 0.30 146 SE 93rd CT 526.34 0.10 147 SE 94th CT 328.81 0.06 148 SE 94th TER 1,151.47 0.22

Grand Total 238,719.25 45.21

Street Sweeping Schedule With Initial Cleanup

1 January Regular & Subdivision * Initial Contract Clean up Sweep Cycle 2024

2 February

3 March Regular

4 April Regular & Subdivision

5 May Regular

6 June Regular

7 July Regular & Subdivision

8 August Regular

9 September Regular

* One (1) time only Initial Contract Clean Up Cycle will be cycles one and two (1 &2) in January and February

A potential of twelve (12) full cycles, Each fiscal year. Fiscal year is October 1st to September 30th.

Street Sweeping Schedule Fiscal Year

1 October Regular & Subdivision

2 November Regular

3 December Regular

4 January Regular & Subdivision

5 February Regular

6 March Regular

7 April Regular & Subdivision

8 May Regular

9 June Regular

10 July Regular & Subdivision

11 August Regular

12 September Regular

A potential of twelve (12) full cycles, Each fiscal year. Fiscal year is October 1st to September 30th.

SECTION 1

GENERAL CONDITIONS OF THE AGREEMENT

SECTION 1 GENERAL CONDITIONS OF THE AGREEMENT

1.1. DEFINITIONS

1.1.1. ADDENDA: Modify the CONTRACT DOCUMENTS prior to execution of the AGREEMENT.

1.1.2. AGREEMENT: Sets forth the conditions of the contractual relationship between the CONTRACTOR and the COUNTY. All CONTRACT DOCUMENTS are a part of the AGREEMENT just as if incorporated therein.

1.1.3. APPLICATION FOR PAYMENT: The request made for a PROGRESS PAYMENT to the ENGINEER by the CONTRACTOR. APPLICATION FOR PAYMENT may be made no more often than monthly and the amount of the requested payment shall be for one or more full months and only for each work location that has been completed, inspected, and accepted by the COUNTY. The amount requested shall be shown as the remainder resulting from a showing of the total estimated value of work completed to the date of the Applications less previous PROGRESS PAYMENTS, RETAINAGE, and any LIQUIDATED DAMAGES as specified in the CONTRACT DOCUMENTS. CONTRACTOR shall use PAY REQUEST FORM as provided in these CONTRACT DOCUMENTS when making application for payments.

1.1.4. AS-BUILT SURVEY AND AS-BUILT DRAWINGS shall be a survey performed to obtain horizontal and vertical dimensional data so that the WORK may be located and delineated on a survey drawing for the purpose of depicting the results of said survey. AS-BUILT SURVEY AND AS-BUILT DRAWINGS shall be submitted and approved prior to final payment being approved.

1.1.5. CHANGE ORDERS: Extend the CONTRACT TIME or increase/decrease the CONTRACT SUM or modify the work to be performed after the execution of the AGREEMENT. The PROJECT NUMBER applicable to all of the WORK contemplated by these CONTRACT DOCUMENTS is given in the Notice to Bidders. CHANGE ORDERS, if any, will bear the Project Number and shall be sequentially numbered.

1.1.6. CONTRACT DOCUMENTS include Instructions to Bidders; Completed Bid Form; Special Provisions;

AGREEMENT; General Conditions, Specific Conditions; DRAWINGS; SPECIFICATIONS; ADDENDA; CHANGE ORDERS; FIELD ORDERS and/or INTERPRETATIONS which may be issued. All CONTRACT DOCUMENTS are identified by a Project Title, Project Number and a Date.

1.1.7. CONTRACT SUM: Stated in the AGREEMENT and is the total amount payable by the COUNTY to the CONTRACTOR for the complete performance of the WORK contemplated by the CONTRACT DOCUMENTS.

1.1.8. CONTRACT TIME: Time established in the AGREEMENT by which the CONTRACTOR must complete all WORK contemplated by the CONTRACT DOCUMENTS.

1.1.9. CONTRACTOR: The individual, individuals, or business entity executing the AGREEMENT and thus assuming the obligation of construction of the WORK.

1.1.10. CONSTRUCTION LAYOUT SURVEY shall mean the measurements made prior to or while construction is in progress, to control elevation, horizontal position and dimensions and configuration of the WORK. The LAND SURVEYOR shall provide construction staking for use by the CONTRACTOR. These stakes must be based on controls established using the Minimum Technical Standards as defined in Section 21HH-6, Florida Administrative Code. The stakes provided shall be adequate in number, position, and elevation so the WORK can be constructed from the DRAWINGS as designed and comply with the requirements of the

SPECIFICATIONS.

1.1.11. COUNTY: The Board of County Commissioners of Marion County, a political subdivision of the State of Florida.

1.1.12. DRAWINGS: Listed by sheet number and title in the SPECIAL CONDITIONS of the AGREEMENT, show the location, scope and details of the WORK, which is the subject of the AGREEMENT. The DRAWINGS which are a part of these CONTRACT DOCUMENTS are included in Exhibits A and B as applicable.

1.1.13. ENGINEER: The County Engineer of Marion County, Florida, or the person or persons he may designate as his authorized agent.

1.1.14. EXTENSION OF TIME: Written authorization from the COUNTY which serves to extend the CONTRACT TIME.

1.1.15. FIELD ORDERS: Instruct the CONTRACTOR of those minor changes to the CONTRACT DOCUMENTS which are not considered as being a subject of renegotiation and AGREEMENT.

1.1.16. FINAL INSPECTION: That inspection made by the ENGINEER after notification by the CONTRACTOR that all WORK has been completed.

1.1.17. FINAL PAYMENT: The payment to the CONTRACTOR of the CONTRACT SUM after the FINAL INSPECTION is completed and all WORK has been completed.

1.1.18. INTERPRETATIONS of the CONTRACT DOCUMENTS by the ENGINEER serve to clarify and explain the intent of the CONTRACT DOCUMENTS to the CONTRACTOR.

1.1.19. LAND SURVEYOR: Includes the term Professional Land Surveyor and means a person who is registered to engage in the practice of land surveying under Chapter 472, Florida Statutes.

1.1.20. LIQUIDATED DAMAGES: In the event of failure of the CONTRACTOR to complete the WORK within the CONTRACT TIME or any EXTENSION OF TIME, CONTRACTOR shall pay to the COUNTY LIQUIDATED

DAMAGES in the amount specified in the AGREEMENT for each calendar day of delay of final acceptance.

Any accrued amount of LIQUIDATED DAMAGES shall be withheld from any PROGRESS or FINAL PAYMENT once the CONTRACT TIME has expired.

1.1.21. MONUMENTS: shall mean a man-made or natural object that is permanent or semi-permanent and used or presumed to occupy any real property corner, point on a boundary line or reference point.

All monuments set or replaced shall conform to the provisions of 21HH-6 (F.A.C.) and conform to the additional specifications as indicated below:

1) Rods or pipes shall have a minimum cross-sectional area of 0.3 sq. in.

(5/8" rebar or 1/2" ID pipe) with a minimum length of 18".

2) Concrete monuments shall have a minimum cross-section of 16 sq. in.

(4" square or 4.5" diameter "round").

3) Be detectable with a conventional magnetic detector as commonly used in field survey at a minimum distance of 6".

1.1.22. NOTICE OF AWARD: Written notification to the successful Bidder advising him to execute the AGREEMENT within the time allotted.

1.1.23. NOTICE TO PROCEED is the written notification to the CONTRACTOR to proceed with the WORK. The time allowed for completion is determined from this date.

1.1.24. PROFESSIONAL SUBCONTRACTOR: An individual or individuals or a business entity by separate AGREEMENT with the CONTRACTOR to provide professional services to assist in the construction of the work. These PROFESSIONAL SUBCONTRACTORS may include but not be limited to the following: Land Surveyor, Professional Engineer, Landscape Architect, or Architect.

1.1.25. PROGRESS PAYMENT: The payment of an approved APPLICATION FOR PAYMENT other than the FINAL

PAYMENT.

1.1.26. PROJECT: The total construction contemplated of which the work contemplated by the CONTRACT DOCUMENTS may be the whole or a part.

1.1.27. PROJECT LIMITS: The area shown on the DRAWINGS or described elsewhere in the CONTRACT DOCUMENTS in which all activities under this AGREEMENT are confined.

1.1.28. RETAINAGE: That percentage of PROGRESS PAYMENTS specified in the CONTRACT DOCUMENTS which shall be withheld until the FINAL PAYMENT.

1.1.29. SPECIAL PROVISIONS: Supplement the General Conditions by including specific requirements and information. When conflict occurs between the SPECIAL PROVISIONS of the AGREEMENT and the General Conditions of the AGREEMENT, the SPECIAL PROVISIONS of the AGREEMENT shall govern.

1.1.30. SPECIFICATIONS: The SPECIFICATIONS are the requirements for selection of and payment for materials, furnishings and equipment together with construction and quality control requirements. Special provisions for the job are given that supplement the SPECIFICATIONS by including specific requirements and information. When conflict occurs between the Special Provisions and the SPECIFICATIONS, the Special Provisions shall govern.

1.1.31. SUBCONTRACTOR: An individual, or individuals or a business entity who, by separate AGREEMENT with the CONTRACTOR, is to construct part of the WORK.

1.1.32. SUBSTANTIAL COMPLETION: “Substantial Completion” shall refer to the completion of all work identified for locations in Exhibit A.

1.1.33. TRADE, BRAND AND MANUFACTURED NAMES: Proprietary names for materials, equipment or furnishings as may appear in the CONTRACT DOCUMENTS are used to establish a basis of quality and performance and not to imply the exclusion of other materials, equipment or furnishings for which the CONTRACTOR may request and receive approval if found by the ENGINEER to be equal in all respects to the specified materials, equipment or furnishings. It shall be concluded that the CONTRACTOR's bid was based on materials, equipment and furnishings as specified and he is prepared to comply therewith.

1.1.34. The WORK includes the total construction contemplated by the CONTRACT DOCUMENTS and all labor, materials, furnishings and equipment that may be necessary to complete the construction.

1.2. AUTHORITY: The COUNTY, ENGINEER, and CONTRACTOR have all privileges and obligations granted to each under the provisions of the CONTRACT DOCUMENTS. The ENGINEER and CONTRACTOR may act through their respective authorized agents after each has advised the other and the COUNTY of the appointment of their agents.

1.3. EXECUTIVE AND REPRESENTATION, INTENT, AND INTERPRETATIONS

1.3.1. EXECUTION of the AGREEMENT shall be in not less than duplicate. By EXECUTION of the AGREEMENT, the CONTRACTOR represents that he has inspected the construction site, familiarized himself with the local conditions under which the WORK is to be performed and understands the provisions of the CONTRACT

DOCUMENTS.

1.3.2. INTENT of the CONTRACT DOCUMENTS is to include all things for the complete and satisfactory completion of the WORK. The CONTRACT DOCUMENTS are complimentary, and what is required by any one is as binding as if required by all. WORK not included in the CONTRACT DOCUMENTS is not an obligation of the CONTRACTOR unless it can be reasonably inferable from the CONTRACT DOCUMENTS that such WORK is necessary in order to achieve the intended results.

1.3.3. INTERPRETATION: Words which have a well-known technical or trade meaning are used throughout the CONTRACT DOCUMENTS in accordance with such recognized meaning. Written INTERPRETATIONS of the CONTRACT DOCUMENTS, in the form of DRAWINGS or letters, will be issued by the ENGINEER upon request of the CONTRACTOR. The CONTRACTOR shall not proceed with the WORK when he has doubts as to the correct INTERPRETATION.

1.4. ORGANIZATION of the CONTRACT DOCUMENTS into divisions, sections, or other arrangement is not intended to represent a division of the WORK among various crafts, trades or suppliers of materials. The specification of any act, failure, refusal, omission, event, occurrence or condition as constituting a material breach of this AGREEMENT shall not imply that any other, non-specified act, failure, refusal, omission, event, occurrence or condition shall be deemed not to constitute a material breach of this AGREEMENT.

1.5. THE ENGINEER

1.5.1. Access to the WORK shall be provided to the ENGINEER by the CONTRACTOR at all times whenever construction is in preparation or progress. The CONTRACTOR shall provide the ENGINEER with reasonable assistance and facilities for such access so that the ENGINEER may perform his duties as provided herein.

1.5.2. Inspections of the WORK in preparation and progress shall be made by the ENGINEER as necessary to satisfy himself as to the quality of the WORK and to determine if the WORK is proceeding in accordance with the provisions of the CONTRACT DOCUMENTS. The CONTRACTOR shall coordinate the schedule with the Project Manager to permit quality control testing as needed. If any of the WORK is covered prior to inspection and acceptance of the ENGINEER, it shall, if required by the COUNTY or the ENGINEER, be uncovered for the ENGINEER'S inspection and shall be properly replaced at the CONTRACTOR'S expense without change in the CONTRACT TIME. Areas determined not meeting specification shall be re-worked at no additional cost to the COUNTY. Areas requiring re-work will not relieve the CONTRACTOR from time frames set forth by the contract.

1.5.3. Approval of APPLICATIONS FOR PAYMENT submitted by the CONTRACTOR shall be a function of the

ENGINEER.

1.5.4. Claims and Disputes and other matters in question between the CONTRACTOR and the COUNTY relating to the provisions of the CONTRACT DOCUMENTS shall be referred initially to the ENGINEER who shall make a recommendation to the COUNTY.

1.5.5. Non-Conforming Work: The ENGINEER shall have the authority to reject WORK which does not conform to the CONTRACT DOCUMENTS.

1.5.6. Shop Drawings and Samples, as submitted by the CONTRACTOR in accordance with the provisions of the CONTRACT DOCUMENTS, shall be reviewed by the ENGINEER. Approval of shop drawings and samples denotes apparent compliance with the intent and purpose of the CONTRACT DOCUMENTS but such acceptance does not relieve the CONTRACTOR of the responsibility for quantity and dimensional compliance, operational performance, omissions or conformance with the CONTRACT DOCUMENTS or official modifications thereto by CHANGE ORDER, FIELD ORDER or INTERPRETATION.

1.5.7. Field Orders: The ENGINEER shall have authority to order minor changes in the WORK not involving an increase in the total CONTRACT SUM or an extension of the CONTRACT TIME and not inconsistent with the intent of the CONTRACT DOCUMENTS. Such changes may be effected by FIELD ORDER. Such changes shall be binding on the COUNTY and the CONTRACTOR.

1.6. LAND SURVEYING SERVICES (Removed)

1.7. THE CONTRACTOR

1.7.1. The Contract Documents shall be carefully studied and compared by the CONTRACTOR so that he will be entirely familiar with the requirements.

1.7.2. Control of the Work, including the selection and coordination of all construction means, methods, techniques, sequences or procedures, shall be the responsibility of the CONTRACTOR.

1.7.3. LABOR, MATERIALS, FURNISHINGS AND EQUIPMENT: Unless otherwise specifically provided in the

CONTRACT DOCUMENTS, the CONTRACTOR shall, at his own effort and expense, provide for all required labor, materials, furnishings, equipment, tools, construction equipment and machinery, utilities, transportation and other services and facilities necessary for the proper execution and completion of the WORK. All materials, furnishings and equipment provided shall be new unless otherwise specified in the CONTRACT DOCUMENTS. If required by the ENGINEER, the CONTRACTOR shall furnish satisfactory evidence as to kind and quality of materials, furnishings and equipment used or to be used in the WORK.

1.7.3.1. The COUNTY reserves the right to provide materials for incorporation into the PROJECT without any obligation to adjust CONTRACT SUM at other than the contract unit price bid by the

CONTRACTOR.

1.7.4. Discipline and Good Order within the PROJECT LIMITS shall at all times be enforced by the CONTRACTOR.

He shall not employ on the WORK site any unfit person or persons not skilled in the task assigned to him.

The acts and omissions of all employees of the CONTRACTOR and his SUBCONTRACTORS, and their agents and employees, and all other persons performing any of the WORK, shall be the responsibility of the

CONTRACTOR.

1.7.5. WARRANTY (Not Applicable): The Contractor warrants to the Owner that all labor furnished to progress the Work under this Contract will be competent to perform the tasks undertaken, that the product of such labor will yield only first-class results, that materials and equipment furnished will be of good quality and new unless otherwise permitted by this Contract, and that the Work will be of good quality, free from faults and defects and in strict conformance with this Contract. All work not conforming to these requirements may be considered defective. When not specifically identified in the bid documents, the warranty shall commence upon release of final retainage by the Owner and shall be for a period of one (1) year.

1.7.6. TAXES AND PERMITS (Not Applicable): The CONTRACTOR shall pay all taxes and fees charged by the governmental agency having jurisdiction unless he is specifically relieved of such payment by the CONTRACT DOCUMENTS. The CONTRACTOR shall obtain and pay for all permits and licenses required by any governmental agency having jurisdiction unless specified otherwise in the CONTRACT DOCUMENTS.

The CONTRACTOR shall give all notices and comply with all laws, ordinances, rules, codes, regulations and orders of any governmental agency having jurisdiction. The CONTRACTOR shall immediately report to the ENGINEER any variances between the CONTRACT DOCUMENTS and the laws, ordinances, rules, codes, regulations and orders of any governmental agency having jurisdiction before proceeding with the affected

WORK.

1.7.7. SUPERVISION: The CONTRACTOR shall employ a competent superintendent and, when necessary, an assistant superintendent, one of which shall at all times be within the PROJECT LIMITS while construction or inspection is in process. The selection of the superintendent shall be subject to approval of the ENGINEER. The superintendent shall represent the CONTRACTOR insofar as authority. Communication between the superintendent and the ENGINEER shall be as binding as if made between the CONTRACTOR and the ENGINEER.

1.7.7.1. CONTRACTOR shall supply day and night phone numbers of superintendent assigned to the PROJECT. The superintendent is required to be a supervisory position whose main job function is to oversee timely completion of the WORK. Any other function of the superintendent is to be considered an ancillary function and timely progress of the job should not depend on his performance of the ancillary functions. So long as the individual(s) named remain actively employed or retained by the CONTRACTOR, they shall perform as stated unless the ENGINEER agrees to the contrary in writing.

1.7.8. REPORTING: The CONTRACTOR will supply documentation of work performed in the format specified by the COUNTY. The record will be submitted to the Project Manager for verification at the end of each work day or as requested.

1.7.9. PROSECUTION OF THE WORK: ALL necessary documents shall be submitted within seven (7) calendar days of the date of NOTICE OF AWARD of Bid. The CONTRACTOR shall begin WORK within fourteen (14) calendar days of the date of the NOTICE TO PROCEED. ALL WORK contemplated by the CONTRACT DOCUMENTS shall be completed within the number of calendar days from the date of NOTICE TO PROCEED as stated in the Bid Proposal. See Section 1.7.10. for additional requirements.

1.7.10. PROGRESS SCHEDULE: The CONTRACTOR, within seven (7) days after receipt of the NOTICE OF AWARD and prior to execution of the AGREEMENT, shall prepare and submit for the approval of the ENGINEER an estimated progress schedule for the WORK. The progress schedule shall indicate the starting and completion dates for the various stages of the WORK. Conventional methods shall be used to depict anticipated schedule, define critical activities and identify milestones necessary for timely completion of the PROJECT. The progress schedule shall be revised by the CONTRACTOR when requested or authorized to do so by the ENGINEER. Failure by the CONTRACTOR to strictly comply with the approved Progress Schedule shall constitute a material breach of this CONTRACT. Beginning of WORK shall not commence until a pre-construction conference has been held. Contact the Engineering Division for appointment. All time limits stated in the CONTRACT DOCUMENTS are of the essence of the AGREEMENT. The CONTRACTOR shall begin the WORK upon receipt of the NOTICE TO PROCEED and he shall thereafter expeditiously and continuously proceed with the WORK using adequate forces and facilities. The CONTRACTOR shall complete the WORK within the CONTRACT TIME.

1.7.11. Drawings and other CONTRACT DOCUMENTS necessary for the construction of the WORK shall at all times be within the PROJECT LIMITS and be available to the ENGINEER.

1.7.12. FIELD WORK DRAWINGS: One (1) set of drawings, plans, exhibits, and specifications shall be kept by the superintendent upon which changes to the WORK permitted by CHANGE ORDER, FIELD ORDER or INTERPRETATION shall be carefully and neatly marked.