Attachment A, Pricing Summary. Attachment B, Statement of Work;
Attachment A, Pricing Summary Sample Clauses
Related to Attachment A, Pricing Summary
ATTACHMENT B FORM OF RELEASE AGREEMENT
ATTACHMENT C STANDARD STATE PROVISIONS FOR CONTRACTS AND GRANTS
Attachment E Data Use Agreement-TACCHO Version Attachment F – Federal Assurances-v1.1 Attachment G – Certification Regarding Lobbying Attachment H – FFATA Certification Form
ITEM DESCRIPTION Equipment (include VIN, make, model, year, serial no., accessories, or other identifying features): 12. NO. OF OPERATORS PER SHIFT 13. HRLY/ DAILY/ MILEAGE SHIFT BASIS 14. SPECIAL 15. GUARANTEE (8 HOURS) Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $75 Daily Ea. Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $45 Daily Ea. Accessible Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $95 Daily Ea. Accessible Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $65 Daily Ea.
CONTRACT EXHIBIT I PREFERRED PRICING AFFIDAVIT This preferred-pricing affidavit is entered into in accordance with section 216.0113, F.S., and as required by Contract No. 80101507-21-STC-ITSA (“Contract”) between (“Contractor”) and the Department of Management Services. As the person authorized by Contractor to sign this affidavit, I attest that the Contractor is in full compliance with the preferred-pricing clause of the Contract. Contractor’s Name: By: Signature Printed Name/Title Date: STATE OF COUNTY OF Sworn to (or affirmed) and subscribed before me this day of , by Vendor Name: FEIN# Vendor’s Authorized Representative Name and Title: Address: City, State, and Zip code: Phone Number: ( ) - E-mail: CORPORATE SEAL (IF APPLICABLE) (Print, Type, or Stamp Commissioned Name of Notary Public) [Check One] Personally Known OR Produced the following I.D.
Auction Schedule The Auction Agent shall conduct Auctions in accordance with the schedule set forth below. Such schedule may be changed by the Auction Agent with the consent of the Company, which consent shall not be withheld unreasonably. The Auction Agent shall give notice of any such change to each Broker-Dealer. Such notice shall be received prior to the first Auction Date on which any such change shall be effective. Time Event ---- ----- By 9:30 A.M. Auction Agent advises the Company and the Broker-Dealers of the Reference Rate and the Maximum Applicable Rate as set forth in Section 2.2(e)(i) hereof.
ATTACHMENT D Standard State Provisions - Architect/Engineer Professional Service Agreement (dated 04/12/2011)
Contract Schedule The information set forth in the Contract Schedule is true and correct.
System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass xxxxxx. In addition to runoff conveyance, the grass xxxxxx also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off-site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12-inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1- 2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after [Municipality Name] accepts verification of construction from the project engineer.
SERVICE LEVEL DESCRIPTION The Fund Accounting Agreement is hereby amended by deleting the Service Level Description attached thereto and replacing it in its entirety with the Service Level Description attached hereto.
