Attachment_1_Specifications.pdf

12SPEC18Q0028 Attachment 1

Bid Item #2 Concrete installation.

This item shall consist of furnishing and placing the concrete in accordance with construction specification 32 – structure concrete as shown on the drawings.

This item shall also include the furnishing and installation of the welded wire fabric (6x6 – W2.0x2.0)

This item shall also include 1/2" diameter dowels evenly spaced every 3ft. Dowels shall be 12 " in length.

Measurement and payment of this item will be made by the method of lump sum.

(210-VI-NEH, May 2001) 32-1

Construction Specification 32—Structure Concrete

1. Scope The work shall consist of furnishing, forming, placing, finishing, and curing portland cement concrete as required to build the structures described in section 24 of this specification.

2. Material Aggregates shall conform to the requirements of Material Specification 522, Aggregates for Portland Cement Concrete, unless otherwise specified. The grading of coarse aggregates shall be as specified in section 24.

Portland cement shall conform to the requirements of Material Specification 531, Portland Cement, for the specified type.

Fly ash shall conform to the requirements of Material Specification 532, Mineral Admixtures for Concrete.

Air-entraining admixtures shall conform to the requirements of Material Specification 533, Chemical Admixtures for Concrete. If air-entraining cement is used, any additional air-entraining admixture shall be of the same type as that in the cement.

Water reducing and/or retarding admixtures shall conform to the requirements of Material Specification 533, Chemical Admixtures for Concrete.

Curing compound shall conform to the requirements of Material Specification 534, Concrete Curing Compound.

Preformed expansion joint filler shall conform to the requirements of Material Specification 535, Preformed Expansion Joint Filler.

Waterstops shall conform to the requirements of Material Specifications 537, Nonmetallic Waterstops, and 538, Metal Waterstops, for the specified kinds.

Water used in mixing and curing concrete shall be clean and free from injurious amounts of oil, salt, acid, alkali, organic matter, or other deleterious substances.

3. Class of concrete Concrete for structure concrete shall be classified as follows:

Class of Maximum net Minimum concrete water content cement content

(gal/bag) (bags/yd3)

3000M 6 5.5

4000M 6 6

4. Air content and consistency

(210-VI-NEH, May 2001) 32-2

Unless otherwise specified, the slump shall be 3 to 5 inches. If air entrainment is specified, the air content, by volume, shall be 4 to 7 percent of the volume of the concrete. When specified, directed, or approved by the engineer, a water-reducing, set-retarding, or other admixture shall be used. High range, water reducing agents (superplasticizers) may be used to increase workability, reduce water content, and control concrete temperature in hot weather. The maximum slump after adding high range water reducing agents shall be 7.5 inches.

5. Design of the concrete mix The proportions of the aggregates shall be such as to produce a concrete mixture that works readily into the corners and angles of the forms and around reinforcement when consolidated, but does not segregate or exude free water during consolidation.

Fly ash may be used as a partial substitution for portland cement in an amount of no more than 25 percent (by weight) of the cement in the concrete mix, unless otherwise specified.

Before the concrete is placed, the contractor shall furnish the contracting officer, for approval, a statement of the materials and mix proportions (including admixtures, if any) intended for use.

The statement shall include evidence satisfactory to the contracting officer that the materials and proportions will produce concrete conforming to this specification. The materials and proportions so stated shall constitute the "job mix." After a job mix has been approved, neither the source, character, or grading of the aggregates nor the type or brand of cement or admixture shall be changed without prior notice to the contracting officer. If such changes are necessary, no concrete containing such new or altered material shall be placed until the contracting officer has approved a revised job mix.

6. Inspection and testing The engineer shall have free entry to the plant and equipment furnishing concrete under the contract. Proper facilities shall be provided for the engineer to inspect materials, equipment, and processes and to obtain samples of the concrete. All tests and inspections will be conducted so as not to interfere unnecessarily with manufacture and delivery of the concrete.

7. Handling and measurement of material Materials shall be stockpiled and batched by methods that prevent segregation or contamination of aggregates and ensure accurate proportioning of the ingredients of the mix. Except as otherwise provided in section 8, cement and aggregates shall be measured as follows:

Cement shall be measured by weight or in bags of 94 pounds each. When cement is measured in bags, no fraction of a bag shall be used unless weighed.

Aggregates shall be measured by weight. Mix proportions shall be based on saturated, surface-dry weight. The batch weight of each aggregate shall be the required saturated, surface-dry weight plus the weight of surface moisture it contains.

Water shall be measured, by volume or by weight, to an accuracy within 1 percent of the total quantity of water required for the batch.

Admixtures shall be measured within a limit of accuracy of 3 percent.

8. Mixers and mixing

(210-VI-NEH, May 2001) 32-3

Concrete shall be uniform and thoroughly mixed when delivered to the work site. Variations in slump of more than 1 inch within a batch are considered evidence of inadequate mixing and shall be corrected by increasing mixing time or other acceptable alternative.

For stationary mixers, the mixing time after all cement and aggregates are in the mixer drum shall be not less than 1.5 minutes. When concrete is mixed in a truck mixer, the number of revolutions of the drum or blades at mixing speed shall be not less than 70 nor more than l00.

Unless otherwise specified, volumetric batching and continuous mixing at the construction site are permitted. To produce concrete meeting the specified proportioning and uniformity requirements, the batching and mixing equipment shall conform to the requirements of ASTM Specification C 685 and shall be demonstrated by tests with the job mix before the concrete is placed. Concrete made by this method shall be produced, inspected, and certified in conformance with sections 6, 7, 8, 13, and 14 of ASTM Specification C 685.

No mixing water in excess of the amount called for by the job mix shall be added to the concrete during mixing or hauling or after arrival at the delivery point.

9. Forms Forms shall be of wood, plywood, steel, or other approved material and shall be mortar tight. The forms and associated falsework shall be substantial and unyielding and shall be constructed so that the finished concrete will conform to the specified dimensions and contours. Form surfaces shall be smooth and free from holes, dents, sags, or other irregularities. Forms shall be coated with a nonstaining form release agent before being set into place.

Metal ties or anchorages within the forms shall be equipped with cones, she-bolts or other devices that permit their removal to a depth of at least 1 inch without injury to the concrete. Ties designed to break off below the surface of the concrete shall not be used without cones.

All edges that will be exposed to view when the structure is completed shall be chamfered, unless finished with molding tools as specified in Section l8.

10. Preparation of forms and subgrade Prior to placement of concrete, the forms and subgrade shall be free of chips, sawdust, debris, water, ice, snow, extraneous oil, mortar, or other harmful substances or coatings and the temperature of all surfaces to be in contact with the new concrete shall be not be less than 40 degrees Fahrenheit. Any oil on the reinforcing steel or other surfaces required to be bonded to the concrete shall be removed. Rock surfaces shall be cleaned by air-water cutting, wet sandblasting, or wire brush scrubbing, as necessary, and shall be wetted immediately before placement of concrete. The earth surface shall be firm and damp. Placement of concrete on mud, dried earth, or uncompacted fill or frozen subgrade is not permitted.

Items to be embedded in the concrete shall be positioned accurately and anchored firmly.

Weepholes in walls or slabs shall be formed with nonferrous material.

11. Conveying Concrete shall be delivered to the site and discharged into the forms within l-1/2 hours after the introduction of the cement to the aggregates. In hot weather or under conditions contributing to

(210-VI-NEH, May 2001) 32-4 quick stiffening of the concrete, the time between the introduction of the cement to the aggregates and discharge shall not exceed 45 minutes.

The engineer may allow a longer time, provided the setting time of the concrete is increased a corresponding amount by the addition of an approved set-retarding admixture. In any case, concrete shall be conveyed from the mixer to the forms as rapidly as practicable by methods that prevent segregation of the aggregates and assure no loss of mortar occurs.

12. Placing Concrete shall not be placed until the subgrade, forms, steel reinforcement, and embedded items have been inspected and approved. No concrete shall be placed except in the presence of the engineer. The contractor shall give reasonable notice to the engineer each time concrete is to be placed. Such notice shall provide sufficient time for the engineer to inspect the subgrade, forms, steel reinforcement, and other preparations for compliance with the specifications. Other preparations include, but are not limited to, the concrete mixing plant; delivery equipment system; placing, finishing, and curing equipment and system; schedule of work; workforce; and heating or cooling facilities, if applicable. Deficiencies are to be corrected before concrete is delivered for placing.

The concrete shall be deposited as closely as possible to its final position in the forms. It shall be worked into the corners and angles of the forms and around all reinforcement and embedded items in a manner to prevent segregation of aggregates or excessive laitance. Formed concrete shall be placed in horizontal layers not more than 20 inches thick. Concrete shall not be dropped more than 5 feet vertically unless suitable equipment is used to prevent segregation. When high range water reducing agents are used, the concrete shall not be allowed to drop more than 10 feet. Hoppers and chutes, pipes, or "elephant trunks" shall be used as necessary to prevent segregation and the splashing of mortar on the forms and reinforcing steel above the layer being placed.

Immediately after the concrete is placed in the forms, it shall be consolidated by spading, hand tamping, or vibration as necessary to ensure a smooth surface and dense concrete. Each layer shall be consolidated to ensure monolithic bond with the preceding layer. If the surface of a layer of concrete in place sets to the degree that it will not flow and merge with the succeeding layer when spaded or vibrated, the contractor shall discontinue placing concrete and shall make a construction joint according to the procedure specified in section 13.

If placing is discontinued when an incomplete horizontal layer is in place, the unfinished end of the layer shall be formed by a vertical bulkhead.

13. Construction joints Construction joints shall be made at the locations shown on the drawings. If construction joints are needed that are not shown on the drawings, they shall be placed in locations approved by the engineer.

Where a feather edge would be produced at a construction joint, as in the top surface of a sloping wall, an insert form shall be used so that the resulting edge thickness on either side of the joint is not less than 6 inches.

In walls and columns, as each lift is completed, the top surface shall be immediately and

(210-VI-NEH, May 2001) 32-5 carefully protected from any condition that might adversely affect the hardening of the concrete.

Steel tying and form construction adjacent to concrete in place shall not be started until the concrete has cured at least 12 hours. Before new concrete is deposited on or against concrete that has hardened, the forms shall be retightened. New concrete shall not be placed until the hardened concrete has cured at least 12 hours.

The surface of construction joints shall be cleaned of all unsatisfactory concrete, laitance, coatings, or debris by washing and scrubbing with a wire brush or wire broom or by other means approved by the engineer. The surface shall be kept moist for at least 1 hour before the new concrete is placed.

14. Expansion and contraction joints Expansion and contraction joints shall be made only at locations shown on the drawings.

Exposed concrete edges at expansion and contraction joints shall be carefully tooled or chamfered, and the joints shall be free of mortar and concrete. Joint filler shall be left exposed for its full length with clean and true edges.

Preformed expansion joint filler shall be held firmly in the correct position as the concrete is placed.

When open joints are specified, they shall be constructed by the insertion and subsequent removal of a wooden strip, metal plate, or other suitable template in such a manner that the corners of the concrete are not chipped or broken. The edges of open joints shall be finished with an edging tool before the joint strips are removed.

15. Waterstops Waterstops shall be held firmly in the correct position as the concrete is placed. Joints in metal waterstops shall be soldered, brazed, or welded. Joints in rubber or plastic waterstops shall be cemented, welded, or vulcanized as recommended by the manufacturer.

16. Removal of forms Forms shall not be removed without the approval of the engineer. Forms shall be removed in such a way as to prevent damage to the concrete. Supports shall be removed in a manner that permits the concrete to take the stresses of its own weight uniformly and gradually.

17. Finishing formed surfaces Immediately after the forms are removed:

a. All fins and irregular projections shall be removed from exposed surfaces.

b. The holes produced on all surfaces by the removal of form ties, cone-bolts, and she-bolts shall be cleaned, wetted, and filled with a dry-pack mortar. The mortar will consist of one part portland cement, three parts sand that will pass a No. 16 sieve, and just sufficient water to produce a consistency such that the filling is at the point of becoming rubbery when the material is solidly packed.

18. Finishing unformed surfaces All exposed surfaces of the concrete shall be accurately screeded to grade and then float finished, unless specified otherwise.

(210-VI-NEH, May 2001) 32-6

Excessive floating or troweling of surfaces while the concrete is soft is not permitted.

Adding dry cement or water to the surface of the screeded concrete to expedite finishing is not allowed.

Joints and edges on unformed surfaces that will be exposed to view shall be chamfered or finished with molding tools.

19. Curing Concrete shall be prevented from drying for a curing period of at least 7 days after it is placed.

Exposed surfaces shall be kept continuously moist for the entire period, or until curing compound is applied as specified below. Moisture shall be maintained by sprinkling, flooding, or fog spraying, or by covering with continuously moistened canvas, cloth mats, straw, sand, or other approved material. Wood forms left in place during the curing period shall be kept continuously wet. A formed surface shall be thoroughly wetted immediately after forms are removed and shall be kept wet until patching and repairs are completed. Water or covering shall be applied in such a way that the concrete surface is not eroded or otherwise damaged.

Concrete, except at construction joints, may be coated with the approved curing compound instead of continued application of moisture, except as otherwise specified in section 24. The compound shall be sprayed on the moist concrete surface as soon as free water has disappeared, but shall not be applied to any surface until patching, repairs, and finishing of that surface are completed. The compound shall be applied at a uniform rate of not less than 1 gallon per 175 square feet of surface and shall form a continuous adherent membrane over the entire surface.

Curing compound shall be thoroughly mixed before applying and continuously agitated during application. Curing compound shall not be applied to a surface requiring bond to subsequently placed concrete, such as construction joints, shear plates, reinforcing steel, and other embedded items. If the membrane is damaged during the curing period, the damaged area shall be resprayed at the rate of application specified above. Any surface covered by the membrane shall not be trafficked unless protected from wear.

20. Removal and replacement or repair When concrete is honeycombed, damaged, or otherwise defective, the contractor shall remove and replace the structure or structural member containing the defective concrete or, where feasible, correct or repair the defective parts. The contracting officer determines the required extent of removal, replacement, or repair. Before starting repair work, the contractor shall obtain the contracting officer's approval of the plan for repairs. The contractor shall perform all repair work in the presence of the engineer.

21. Concreting in cold weather Concrete shall not be mixed nor placed when the daily minimum atmospheric temperature is less than 40 degrees Fahrenheit unless facilities are provided to prevent the concrete from freezing.

The use of accelerators or antifreeze compounds is not allowed.

22. Concreting in hot weather The contractor shall apply effective means to maintain the temperature of the concrete below 90 degrees Fahrenheit during mixing, conveying, and placing.

(210-VI-NEH, May 2001) 32-7

23. Measurement and payment

Payment for each item of structure concrete is made at the contract unit price or the contract lump sum; whichever is applicable for that item. Such payment constitutes full compensation for all labor, material, equipment, transportation, tools, forms, falsework, bracing, and all other items necessary and incidental to the completion of the work except items listed for payment elsewhere in the contract. Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary.

Such items and the items to which they are made subsidiary are identified in section 24 of this specification.

24. Items of work and construction details

3000 psi concrete Welded wire 6x6-w2.0 x W2.0 1/2 " diam. dowels

Bid Item #3 Car Wash Shed

This item shall consist of furnishing and installing the car wash shed in accordance with the drawings and attached specifications.

All post shall be treated lumber.

29 gage metal shall be used on the sides and top of the shed.

The contractor shall install three interior LED light fixtures in the shed (5,600 lumens minimum, 4 ft length on the fixture), in locations specified on attached layout sheet.

The contractor shall install one exterior LED light fixture (dark sky approved, similar to Atlas WLCFC27LED3K). Fixture shall be mounted to shed building at least eight feet above ground level in the location specified on the attached layout sheet.

The contractor shall install two interior and two exterior 120V electrical outlets. All outlets shall be equipped with a Ground Fault Circuit Interrupter (GFI), and exterior outlets should be encased in a weatherproof box (either plastic or metal) or otherwise weatherproofed with outlet covers. Locations of outlets, fixtures, and switches are indicated on the attached layout sheet.

Measurement and payment of this item will be made by the method of lump sum.

Bid Item #5 Safety shower and appurtenances

This item shall consist of furnishing and installing the safety shower and stainless steel sink in accordance with the drawings and attached specifications.

The safety shower shall consist of and emergency eyewash station with pull operation.

This unit must have freeze proof shutoff to enable winterizing. This station must be outdoor-rated. All plumbing lines shall be installed.

Specifications for this safety shower and emergency eyewash station are as follows:

Speakman traditional series combination emergency stations provide the highest level of performance in times of need. All traditional series combination The Station must feature an impeller action deluge showerhead and a 1-1/4 in. DuraJade powder coated stanchion. A stay open ball valve, allowing hands free operation once the shower has been activated. A high visibility yellow pull rod.

• Meets all OSHA National codes and ANSI Z.358.1 compliant

• 0.22% returns due to defects over 10 years

• Features SE-582 eyewash and high visibility pull-rod activated shower

• Installation and engineering support

• Extended 3 year warranty

Bid Item #5 Safety shower and appurtenance Specifications continued

The stainless steel sink with faucet shall be installed outside of the prefabricated metal pesticide storage. All plumbing lines shall be installed.

Specifications for this sink are as follows:

18-Gauge. 304S/use sink 20.50 in. x 35 in. x 43.75 in. H, 2 tub: 15 in. x 15 in. x 12 in., no drainboard 16-Gauge. Galvanized leg and socket, plastic bullet feet 3.5 in. drain basket included, Wooden skid packing, NFS approval.

• EQ commercial sink

• Easy to clean

• Heavy-duty, stainless steel product

• EQ design offers versatility and functionality

• Universal design - for small shops and restaurants as well as larger supermarkets

• Commercial kitchen stainless steel sink

Measurement and payment of this item will be made by the method of lump sum.

Bid Item #6 25” by 25” grate

This item shall consist of furnishing and installing the 25” by 25” grate in accordance with the drawings and attached specifications.

The grate shall be fabricated with the same material and shall be of the same likeness as the existing grate. Grate shall be fabricated to be placed in the existing area where grate is nonexistent.

Measurement and payment of this item will be made by the method of lump sum.

Bid Item #7 Gravel and 8” grate installation

This item of work consists of installing an 8” diameter grate and connecting to existing 8” PVC line as shown on the drawings. A gravel material shall be placed adjacent to the drain.

Gravel material shall be #57 (1.0-1/4 in)

Positive drainage should be provided throughout installation.

Bid Item #8 Disposal of Existing Shed

This item of work consists of removal and disposal of existing chemical storage shed.

a. The contractor shall demolish existing chemical storage shed including metal cage area.

b. The contractor shall remove and haul debris such as building materials and manufactured items from the site on a daily basis.

i. Debris removed from the site shall be transported to an approved off site landfill in an environmentally acceptable manner.

ii. Any debris/material removed from the site for disposal to an approved off site landfill will require documentation from the disposal facility.

iii. The contractor shall provide appropriate containers to dispose of any hazardous or chemical pollutant materials.

iv. All debris/materials must be removed from site and disposed of properly before work is complete.

c. The contractor shall exercise caution when working around the nearby bulk fuel tanks.

d. The contractor shall take all reasonable precautions to prevent damage to structures, utilities, or other fixed improvements on the property and shall promptly repair or replace any such improvements damaged by their operations.

Bid Item #9 Shelving and Installation

This item shall consist of furnishing and installing the shelving in accordance with the attached specifications.

Shelving shall consist of two separate units with 4 adjustable shelves for versatile storage options. Shelving must be powder coated to provide a protective layer against corrosion.

• Weight capacity of 2000 lbs. per shelf and 8000 lbs. in total (when evenly distributed), enabling you to store your heaviest gear

• Welded steel construction for durability and support

• 4 extra-large shelves that provide more than 50 sq. ft. of space for storage of oversized items

• No-tool assembly in just a matter of minutes

• NSF certification for professional environments

• Lifetime limited manufacturer warranty

• Four 77 in. x 24 in. shelves provide more than 50 sq. ft. of shelf space

• Tie bar design requires no tools for assembly, so this unit assembles easily in just minutes