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HomeMy WebLinkAbout4D - Carriage Hills Pkwy.Chg #1 STAFF AGENDA REPORT DATE: 4 (d) JOHN WINGARD, ASSISTANT CITY ENGINEER CONSIDER APPROVAL OF CHANGE ORDER NO.1, PROJECT 93-02 (CARRIAGE HILLS P ARKW A Y PHASE I) JULY 3,1995 AGENDA #: PREPARED BY: SUBJECT: INTRODUCTION: During the course of construction for Project 93-02, additional work beyond the Contract was done by the Contractor. Change Order No. 1 for this additional work has been prepared and enclosed in the Agenda packet for Council approval. BACKGROUND: The Contractor, S. M. Hentges & Sons, Inc., has performed additional work which was not included in the original contract. The additional work is described and itemized costs are shown on the enclosed Change Order form. A total of two (2) additional items are described with the total net cost of the Change Order being $16,267.80. Item # 1 is extra work associated with the City's future watermain system. The installation of the valve was required for testing purposes and to isolate the residents of the Brougham Boulevard cul-de-sac. The new valve will allow for the future extension of the 16" watermain along CSAH 21 from Carriage Hills Parkway north to CSAH 42 without shutting off the water service to the residents of Brougham Boulevard cul-de-sac. The cost is for the valve itself, installation was done at no charge to the City by the Contractor. Item #2 is extra work associated with the removal of extra unsuitable sub grade material. The proposed street was constructed through an old low area where topsoil had accumulated to a thickness of eight feet. Plans for the project were based on aerial topography, and not soil borings. The depth of the unsuitable sub grade material varied from 1.75 feet at station 5+00 to 8.75 feet at station 6+25 to 7.00 feet at station 7+00 to 4.00 feet at station 16200 Eagle Creek Ave., Prior Lake, Minnesota 55372-1 714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER 8+00. The top 1.00 feet of topsoil removed was completed as part of the normal topsoil removal included in the original contract. The total amount of this Change Order is $16,267.80 with the original contract amount being $512,513.30. The addition of Change Order No. 1 represents a 3.2% increase in the original contract amount and the contract amount total is now $528,801.10. ALTERNATIVES: The alternatives are as follows: 1. Approve a motion authorizing Change Order No. 1 in the amount of$16,267.80 to S. M. Hentges & Sons, Inc. 2. Disapprove the motion for a specific reason. 3. Table this item for a specific reason. RECOMMENDATION: The recommendation is to approve Change Order No.1 as the contractor has completed the work and City staff feels the additional cost is acceptable. The work was required to complete the project. FINANCIAL IMPACT: This amount will be paid from the Construction Fund with Municipal State Aid dollars, and will be included with this month's construction voucher. Sufficient funds exist to pay for the additional cost from this Change Order. ACTION REQUIRED: Make a motion and a second as part of the Consent Agenda to approve Change Order No. 1 for Project 93-02 authorizing the payment of$ ,267. . ag9302a1G:/RESOLU l' CHANGE ORDER (Instructions on reverse side) No. 1 PROJECT: Grading, Streets & Storm Sewer DATE OF ISSUANCE: June 6, 1995 Improv. on Carriage Hills Pkwy. OWNER: City of Prior Lake OWNER's Project No. 93-02 (Name, 16200 Eagle Creek Avenue SE Address) Prior Lake, MN 55372 CONTRACTOR: S.M. Hentges & Sons, Inc. ENGINEER: MSA, Consulting Engineers 650 Quaker Avenue, Suite 200 1326 Engery Park Drive P.O. Box 200 St. Paul, MN 55108-5202 Jordan, MN 55352 CONTRACT FOR: Grading, Streets, & Storm Sewer Improv. on Carriage ENGINEER's Project No. 102-003-30 Hills Pkwy. You are directed to make the following changes in the Contract Documents. Description: See attached list. Purpose of Change Order: See attached list. Attachments: (List documents supporting change) See attached list. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIME: Original Contract Price Original Contract Time $ 512.513.30 days or date Previous Change Orders No. - - to No. - - Net change from previous Change Orders - - $ 0.00 days Contract Price prior to this Change Order Contract Time Prior to this Change Order $ 512.513 30 days or date Net Increase (Dee1r~a6e) of this Change Order Net Increase (Decrease) of this Change Order $ 16.267 80 days Contract Price with all approved Change Contract Time with all approved Change Orders Orders $ 528.781.10 days or date RECOMMENDED: APPROVED: APPROVED: BY~~l">--~ (} ~~'P~~,:j by MSA, Consulting Engineers City of Prior Lake S.M. Hentges & Sons, Inc. EJCDC No. 1910-8-B (1983 Edition) CO#1-102.003 101-003-30 DESCRIPTION: Installation of a 16" butterfly valve for the watermain crossing east of CSAH 21, and the removal of 4417 cubic yards of unsuitable subgrade materials that were encountered during grading operations. PURPOSE OF CHANGE ORDER NO.1: The purpose of Change Order No. 1 is to perform the work described below that was not included in the BID. ITEM NO.1 The installation of a 16" butterfly valve. The lump sum cost for materials and labor is $1,250.00. ITEM NO.2 The removal of 4417 cubic yards of unsuitable subgrade materials per Supplemental Agreement No.1. The total cost with a contract unit price of $3.40 per cubic yard for all labor and equipment required to remove the unsuitable subgrade material is $15,017.80. CHANGE ORDER NO. 1- CARRIAGE HILLS PARKWAY CITY PROJECT NO. 93-02 Item No. Description !lni1 Ouantity Price Extension 1. 16" Butterfly Valve LS 1 $1,250.00 $1,250.00 2. Subgrade Excavation CY 4417 $3.40 $15.017.80 Total Increase Due to Change Order No. 1 $16,267.80 CO#1-102.003 102-003-30