A04_Statement_of_Work_(SOW).pdf

Cleveland Lloyd Dinosaur Quarry Sign Base

TABLE OF CONTENTS

Section Number Description .

01009 General Requirements 03300 Cast-In-Place Concrete 04860 Stone Masonry

06/2019 GENERAL INOFRMATION AND REQUIEMENTS

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SECTION 01009

GENERAL INFORMATION AND REQUIREMENTS

PART 1 – GENERAL

All statements listed below not specified as actions to be taken by the government shall be required of the contractor and are to be considered terms of the contract.

1.1 SUMMARY

A. Description of Work: Construct a stone masonry sign base as shown on the drawings. To include Furnishing all: labor, equipment, supplies, and materials.

B. Location: Work under this Contract is located in Emery County, Utah. The work site is at the

Cleveland Lloyd Dinosaur Quarry located approximately 29 miles southeast of Price, UT.

1.2 DEFINITIONS

A. Approvals: Approval of the submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing. In the case that an approved item is not available for purchase or delivery, and a substitute item is required to avoid delay of project completion, the substitute item must be approved by the Contracting Officer or the Contracting Officer’s Representative (COR).

1.4 SUBMITTALS

A. Scope: Submittals include design computations, shop drawings, manufacturers' literature, as-built drawings, samples, and maintenance manuals.

B. Requirements: Refer to specifications for submittals required. Allow at least 5 working days for review. Submittals shall be delivered to the Contracting Officer.

C. Identification of Submittals: Completely identify each submittal by showing at least the following information:

1. Name and address of submitter, plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these specifications.

3. Contract number, drawing number, and specification section number to which the submittal applies.

4. Whether this is an original submittal or resubmittal.

5. Each item shall clearly note the manufacturer's name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use.

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1.6 QUALITY ASSURANCE

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.

C. Measurements: Where approved manufacturer's diagrams and shop drawings give specific measurements or rough-in dimensions for equipment, these dimensions shall take precedence over dimensions indicated on the drawings.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Delivery: Protect products incorporated into the work from damage while in transit to the site.

Products must be delivered in original unopened containers with manufacturer's name, brand designation, and contents legibly indicated.

B. Storage: Provide temporary storage facilities for products. Storage shall comply with the manufacturer's instructions. The storage area shall permit access for inspection and handling.

C. Handling: Load and unload products protecting them from damage.

1.8 PROJECT/SITE CONDITIONS

A. Access to the site is by State and County roads. Approximately 18 miles of paved road from Price and 11 miles of well graded gravel roads to reach the site.

B. When working in the roadway and shoulder areas of the road, appropriate traffic required control measures shall be implemented.

1.9 SEQUENCING AND SCHEDULING

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, submit an updated schedule within 3 calendar days. As a minimum, the estimated start and completion dates shall be shown in the estimate.

PART 2: PRODUCTS

(There are no applicable requirements.)

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PART 3: EXECUTION

3.1 PROJECT MEETINGS

A. Final Inspection:

1. Will be held at the project site, or as determined by the Contracting Officer.

2. Notify the Contracting Officer in writing at least 3 working days before the completion date so the Government can schedule final inspection.

3. The superintendent shall be present during this inspection.

3.2 PREPARATION

A. Work Layout: Work layout will be coordinated by the COR.

3.3 PROJECT MONUMENT

A. Requirements: None.

3.4 SALVAGEABLE ITEMS

3.5 DISPOSAL OF DEBRIS

A. Requirements: Demolition material shall become the property of the Contractor. Disposal of materials in a legal manner and payment of fees required is the Contractor's responsibility.

B. Contractor shall collect all construction generated trash as it accumulates and remove it from site daily. Plastic, paper and other material that is blown from the work area shall be collected immediately.

3.6 PROJECT IDENTIFICATION

3.7 AS-BUILT DRAWINGS

A. General Requirements: N/A

B. Installation Changes: N/A

3.8 WARRANTY

A. Requirements: Materials and equipment furnished under this Contract shall be covered by the most favorable commercial warranties given to customers for such materials or equipment. The rights or remedies provided herein are in addition to and do not limit rights afforded to the Government by other clauses of this Contract. With respect to warranties, expressed or implied, from manufacturers or suppliers for materials or equipment furnished under the Contract the Contractor shall:

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1. Obtain warranties that would be given in normal commercial practices.

2. Require warranties to be executed, in writing, for the benefit of the Government.

3. Submit warranties to the Contracting Officer prior to the final inspection.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MESUREMENT

A. Units: There will be no separate measurements for individual items of work done under this contract. The work described in this section will not be measured for payment.

4.2 METHOD OF PAYMENT

A. Payment: Payment will be made at the contract price as indicated in the Bid Schedule, and will include full compensation for work described in the contract. Payment will be made under:

Pay Item Pay Unit

01009(01) CLDQ Site Sign Base Lump Sum

END OF SECTION

Imagery ©2019 Google, Map data ©2019 1 mi

Drive 28.4 miles, 49 minPrice, Utah 84501 to Cleveland-Lloyd Dinosaur Quarry, Elmo, UT

1. From US HWY 6 in Price, UT

2. Take S Carbon Avenue/UT – 10

Southbound, proceed south 11.3 miles.

3. Turn Left onto UT – 155 S, proceed south 2.3 miles.

4. Slight Left onto W Elmo Rd, proceed southeasterly 1.9 miles.

5. Slight Right onto N Center St, proceed south 0.1 miles.

6. Turn Left onto E Main St, proceed east

1.0 miles.

7. Turn Right onto S Desert Lake Dr, proceed south 1.0 miles.

8. Slight Left to stay on S Desert Lake Dr, proceed southeasterly 0.6 miles.

9. Turn Left to stay on S Desert Lake Dr, proceed east 0.3 miles.

10. Turn Right to stay on S Desert Lake

Dr, proceed southerly 0.8 miles.

11. Turn Left onto Desert Lake Loop

Rd, proceed east 0.5 miles.

12. Turn Right onto Vicar Reef Rd, proceed south 1.5 miles

13. Turn Left onto Dinosaur Quarry Rd, proceed 6.1 miles to Cleveland Lloyd Dinosaur Quarry.

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GPS COORDINATES FOR CLEVELAND LLOYD DINOSAUR QUARRY

LAT: 39 DEG 19' 23" N LONG: 110 DEG 41' 15" W

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ELMO RD

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DESERT LAKE DR

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VICAR REEF RD

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UT-155 S

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DINOSAUR QUARRY RD

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UT-10 S

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06/2019 CAST-IN-PLACE CONCRETE

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SECTION 03300

CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

All statements listed below not specified as actions to be taken by the government shall be required of the contractor and are to be considered terms of the contract.

1.1 SECTION REQUIREMENTS

A. Submittals: Concrete mix designs.

B. Product Data: Submit data for proprietary materials and items, including admixtures, patching compounds, joint systems, curing compounds, colorants, sealants, and other as requested by the Government. Submit certifications that curing compound (if used) is compatible with finishes.

C. Ready-Mixed Concrete Producer Qualifications: ASTM C 94.

D. Comply with ACI 301, "Specification for Structural Concrete"; ACI 117, "Specifications for Tolerances for Concrete Construction and Materials"; and CRSI's "Manual of Standard Practice."

PART 2 - PRODUCTS

2.1 MATERIALS

A. Reinforcing Bars: ASTM A 615, Grade 60, deformed.

B. Portland Cement: ASTM C 150, Type I or II.

C. Aggregates: ASTM C 33, uniformly graded.

D. Air-Entraining Admixture: ASTM C 260.

E. Chemical Admixtures: ASTM C 494, water reducing. Do not use calcium chloride or admixtures containing calcium chloride.

2.2 MIXES

A. Comply with ACI 301 requirements for concrete mixtures.

B. Normal-Weight Concrete: Prepare design mixes, proportioned according to ACI 301, as follows:

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1. Minimum Compressive Strength: 4000 psi at 28 days.

2. Cement content: 611 pounds per yard (6.5 bag mix).

3. Maximum Water-Cementitious Materials Ratio: 0.45.

4. Slump Limit: 4 inches max.

5. ACI 301 sets air content depending on severity of exposure conditions of concrete. Air content in second sentence in first subparagraph below is maximum recommended by ACI 302.1R for trowel-finished slabs.

6. Air Content: Maintain within range permitted by ACI 301. Do not allow air content of floor slabs to receive troweled finishes to exceed 3 percent.

C. Measure, batch, mix, and deliver concrete according to ASTM C 94.

1. When air temperature is above 90 deg F reduce mixing and delivery time to 60 minutes.

PART 3 - EXECUTION

3.1 CONCRETING

A. Construct formwork according to ACI 301 and maintain tolerances and surface irregularities within ACI 347R limits of Class A, 1/8 inch for concrete exposed to view and Class C, 1/2 inch for other concrete surfaces.

B. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement.

C. Install construction, isolation, and contraction joints where indicated. Install full-depth joint-filler strips at isolation joints.

D. Place concrete in a continuous operation and consolidate using mechanical vibrating equipment.

E. Protect concrete from physical damage, premature drying, and reduced strength due to hot or cold weather during mixing, placing, and curing.

F. Formed Surface Finish: Smooth-formed finish for concrete exposed to view, coated, or covered by waterproofing or other direct-applied material; rough-formed finish elsewhere.

G. Slab Finishes: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. Provide the following finishes:

1. Scratch finish for surfaces to receive mortar setting beds.

2. Nonslip-broom finish to exterior concrete sidewalks, platforms, steps, curbs and gutters.

3. Apply color to all concrete sidewalks, platforms, steps, curbs and gutters.

H. Cure formed surfaces by moist curing for at least seven days.

I. Begin curing concrete slabs after finishing. Apply membrane-forming curing and sealing compound to concrete.

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J. Protect concrete from damage. Repair surface defects in formed concrete and slabs.

END OF SECTION 03300

04/15 STONE MASONARY

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SECTION 04860

STONE MASONRY

PART 1 - GENERAL

All statements listed below not specified as actions to be taken by the government shall be required of the contractor and are to be considered terms of the contract.

1.1 SECTION REQUIREMENTS

A. Submittals: Samples for stone.

B. Submit qualification data for masonry contractor, including a list of completed projects.

C. Product Data: Submit data for proprietary materials and samples used on this project.

D. Construct a sample wall panel approximately 48 inches long by 36 inches high to demonstrate aesthetic effects and set quality standards for materials and execution. Coordinate location of panel with the contracting officer. The sample wall may become part of the completed work.

E. Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen subgrade or setting beds. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.

F. Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.

PART 2 - PRODUCTS

2.1 STONE

A. Rustic Sandstone: ASTM C 615.

B. Quartz-Based Dimension Stone: ASTM C 616, Classification I Sandstone.

2.2 MORTAR

A. Mortar for Stone Masonry: ASTM C 270, Proportion Specification, Type N for setting stone, Type N for pointing.

1. Use Portland cement-lime mortar.

2. Low-Alkali Cement: Use Portland cement with not more than 0.60 percent total alkali per ASTM C 114.

3. Colored Pointing Mortar: Use colored cement product of color selected.

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2.3 STONE MASONRY-VENEER ANCHORS

A. Corrugated-Metal Veneer Anchors: 7/8 inch wide and made from 0.060-inch- thick steel sheet, galvanized after fabrication.

2.4 MISCELLANEOUS MATERIALS

A. Weep Holes: Absorbent rope, 1/4 inch in diameter, 24 inches long.

B. Acidic Cleaner: Cleaner designed for removing mortar stains from stone masonry surfaces;

expressly approved for intended use by cleaner manufacturer and stone producer.

2.5 STONE FABRICATION

A. Gage backs of stones more than 81 sq. in. in area.

B. Thickness of Stone Masonry Veneer: 2 inches plus or minus 1/2 inch.

1. Thickness does not include projection of pitched faces.

C. Type of Masonry (Pattern): Coursed Ashlar (Rustic Sandstone) see plans for example.

D. Finish: Mixed split face and seam face.

PART 3 - EXECUTION

3.1 SETTING STONE MASONRY, GENERAL

A. Execute stone masonry by skilled masons experienced with the kind and form of stone and installation method indicated. Arrange stones for good fit, in pattern indicated.

B. Maintain uniform joint widths except for variations due to different stone sizes and minor variations required to maintain bond alignment. Lay walls with joints not less than ½ inch at narrowest points or more than 1 inch at widest points.

C. Install weep holes at shelf angles, lintels, ledges, other obstructions to downward flow of water in wall, and where indicated.

3.2 INSTALLING ANCHORED STONE MASONRY

A. Set stone in full bed of mortar with full head joints. Build veneer anchors into mortar joints as stone is set.

1. Embed veneer anchors in mortar joints of stone masonry at least halfway, but not less than 1-1/2 inches, through stone masonry and with at least 5/8-inch cover on outside face.

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2. Space anchors to provide not less than one anchor per 2 sq. ft. of wall area. Install additional anchors within 12 inches of openings, sealant joints, and perimeter at intervals not exceeding 12 inches.

B. Rake out joints for pointing 1/2 inch deep.

3.3 POINTING

A. Point stone joints by placing and compacting pointing mortar in layers not more than 3/8 inch deep. Compact each layer thoroughly and allow to become thumbprint hard before applying next layer.

B. Tool joints, when pointing mortar is thumbprint hard, with a smooth jointing tool to produce joint profile indicated.

3.4 CLEANING

A. In-Progress Cleaning: Clean masonry as work progresses. Remove mortar fins and smears before tooling joints.

B. Final Cleaning: After mortar is thoroughly cured, remove large mortar particles, scrub, and rinse stone masonry veneer.

1. Wet wall surfaces with water before applying cleaner; remove cleaner promptly by rinsing thoroughly with clear water.

END OF SECTION 04860