CS1-745-4293, Amendment No. 1_Vincon
Extracted text (via pymupdf)
6653 characters
Page 1 of 5 City Clerk Document No. City Council Meeting Date: April 27, 2023 AMENDMENT TO CITY OF CHANDLER AGREEMENT CONCRETE REPAIR & MAINTENANCE SERVICES CITY OF CHANDLER AGREEMENT NO. CS1-745-4293 THIS AMENDMENT NO. 1 (Amendment No. 1) is made and entered into by and between the City of Chandler, an Arizona municipal corporation (City), and Vincon Engineering Construction, LLC, (Contractor), (City and Contractor may individually be referred to as Party and collectively referred to as Parties) and made , 2023 (Effective Date). RECITALS WHEREAS, City Council approved the award of multiple Agreements for concrete repair & maintenance services (Agreement); and WHEREAS, the term of the Agreement was May 1, 2022, through April 30, 2023, with the option of up to four one-year extensions; and WHEREAS, the City wishes to extend the term of the multiple Agreements for concrete repair & maintenance services in an amount not to exceed $1,798,000 for the extension term; and WHEREAS, the Parties wish to exercise the first option through this Amendment No. 1 to extend the Agreement for one year. AGREEMENT NOW THEREFORE, the Parties agree as follows: 1. The recitals are accurate and are incorporated and made a part of the Agreement by this reference. 2. Section III, Period of Service is amended to read as follows: The term of the Agreement is extended for a one-year period May 1, 2023, through April 30, 2024. 3. Section IV, Payment of Compensation and Fees is amended to read as follows: The City will pay the Contractor the per unit cost set forth in Revised Exhibit B of the original Agreement, attached to and made a part of this Amendment No. 1. Total payments made to the Contractor during the term of this Amendment No. 1 will not exceed $1,798,000. DocuSign Envelope ID: 849BCE53-DA6A-4CEB-9A28-A131B26738A8 DocuSign Envelope ID: 849BCE53-DA6A-4CEB-9A28-A131B26738A8 Troy Colby Page 3 of 5 EXHIBIT B TO AGREEMENT Revised Pricing • Price includes all tax. • Quantities are listed as estimates only and are not guaranteed. • Pricing to include all labor and materials Item Unit No. Description Qty Unit Price 1 Saw cut, Remove and Dispose of all concrete and asphalt from curb ramps, driveways, alley entrances, sidewalks, and valley gutters or concrete aprons. 1-50 SF $ 6.51 51-100 $ 5.43 101+ $ 4.34 2 Saw cut, Remove and Dispose of concrete curb and gutter or median curb 1-50 LF $ 13.02 51-100 $ 11.94 101+ $ 10.85 3 Sidewalk per MAG Detail 230 1-50 SF $ 11.30 51-100 $ 9.04 101+ $ 4.80 4 Install Sidewalk, 5” thick 1-50 SF $ 12.43 51-100 $ 10.17 101+ $ 5.65 5 Install Sidewalk, 4” thick 1-50 SF $ 11.30 51-100 $ 9.04 101+ $ 4.80 6 Curb & Gutter, Median Curb per MAG Detail 220-1, 220-2, 221, 222, or 223 1-50 LF $ 45.20 51-100 $ 39.55 101+ $ 33.90 7 Asphalt Patch Back, 2 feet wide minimum 1-50 SF $ 14.69 51-100 $ 11.30 101+ $ 7.91 8 Remove Asphalt 1-50 SF $ 6.51 51-100 $ 5.43 101+ $ 4.34 9 Horizontal Curb Cut 1-50 LF $ 27.13 51-100 $ 27.13 101+ $ 27.13 10 Install ADA Truncated Domes per MAG Detail 234 1-50 SF $ 39.55 51-100 $ 39.55 101+ $ 39.55 11 Curb Ramp per MAG Details (236-1, 236-2, 236- 3, 236-4) Single 30 EA $ 1,356.00 12 Curb Ramp per MAG Details (236-1, 236-2, 236- 3, 236-4) Dual 20 EA $ 2,712.00 DocuSign Envelope ID: 849BCE53-DA6A-4CEB-9A28-A131B26738A8 Page 4 of 5 13 Curb Ramp per MAG Details (237-1, 237-2, 236- 3) Single 60 EA $ 1,356.00 14 Curb Ramp per MAG Details (237-1, 237-2, 236- 3) Dual 35 EA $ 2,712.00 15 Curb Ramp per MAG Detail 236-5 (modified single) (blended transition 10 EA $ 1,695.00 16 Curb Ramp per MAG Details (238-1, 238-2, 238- 3) 10 EA $ 1,130.00 17 Valley Gutters per MAG Detail 240 1-50 SF $ 13.56 51-100 $ 11.30 101+ $ 9.04 18 Concrete Apron per MAG Detail 240 1-50 SF $ 13.56 51-100 $ 11.30 101+ $ 9.04 19 Driveway or Alley Entrance per MAG Detail 260 1-50 SF $ 13.56 51-100 $ 11.30 101+ $ 9.04 20 Residential driveway (walk behind) per MAG Detail 250-2, 4” thick 1-50 SF $ 11.30 51-100 $ 9.04 101+ $ 6.78 21 Commercial Driveway per MAG Detail 250-1, 6" Thick 1-50 SF $ 13.56 51-100 $ 11.30 101+ $ 9.04 22 Commercial driveway (walk behind) per MAG Detail 250-2, 6” thick 1-50 SF $ 13.56 51-100 $ 11.30 101+ $ 9.04 23 Return Style Driveways per MAG Detail 251 1-50 SF $ 14.69 51-100 $ 12.43 101+ $ 10.17 24 Bus Shelter Pad per COC Detail C-230, 4" Thick 1-50 SF $ 11.30 51-100 $ 9.04 101+ $ 6.78 25 Bus Bay per COC Detail C-231, 9" Thick 1-50 SF $ 16.95 51-100 $ 14.13 101+ $ 11.30 26 Obliterate Striping, 4” equivalent 1-50 LF $ 10.85 51-100 $ 5.43 101+ $ 2.71 27 Seal Obliterated Striping, 4” equivalent 1-50 LF $ 5.43 51-100 $ 2.71 101+ $ 1.36 28 Striping, White Paint, 4” equivalent 1-50 LF $ 5.43 51-100 $ 2.71 DocuSign Envelope ID: 849BCE53-DA6A-4CEB-9A28-A131B26738A8 Page 5 of 5 101+ $ 1.36 29 Striping, Yellow Paint, 4” equivalent 1-50 LF $ 5.43 51-100 $ 2.71 101+ $ 1.36 30 Striping, White Thermoplastic, 4” equivalent 1-50 LF $ 10.85 51-100 $ 5.43 101+ $ 3.80 31 School Crosswalk, 24”x10’ Yellow High Visibility Crosswalk Rectangles 2 SET $ 217.00 32 School Roll Out Yellow Dots, 24” Diameter 15 EA $ 54.25 33 Concrete Grinding for Trip Hazards 1-50 LF $ 27.13 51-100 $ 21.70 101+ $ 16.28 34 ½ Sack Slurry Backfill (CLSM) 1-50 CY $ 169.50 50-100 $ 169.50 100+ $ 169.50 35 Lower Valve Riser 1-10 EA $ 162.75 10-50+ $ 162.75 36 Lower Manhole 1-10 EA $ 217.00 10-50+ $ 217.00 37 Adjust Valve Riser and Remove & Replace Concrete Ring around Valve 1-10 EA $ 678.00 10-50+ $ 678.00 38 Adjust Manhole & Replace Concrete Ring around Manhole 1-10 EA $ 904.00 10-50+ $ 904.00 39 City of Chandler Uniformed Police Officer. (Contractor to be paid as invoiced the actual cost of hiring police officer per day) 1 AL $50,000.00 40 Permit Allowance 1 AL $15,000 41 Barricade/Traffic Control Residential and Collector Roadway Sections 1 AL $15,000 42 Barricade/Traffic Control Arterial Roadway Sections 1 AL $30,000 43 Remove and Reset Existing Pavers 1000 SF $ 16.28 44 Minimum Charge Per Job $ 5500 45 Line items not included on this price sheet shall be offered at cost plus 20% DocuSign Envelope ID: 849BCE53-DA6A-4CEB-9A28-A131B26738A8