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Home My WebLink About88-98 RESOLUTIONRESOLUTION NO 88-98 A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A CHANGE ORDER IN THE AMOUNT OF $37,373 WITH T G EXCAVATING, FOR EMERGENCY SEWER PIPE BURSTING REPAIRS AT GREGG AND PATRICIA STREETS, AND TO CONTINUE THE CONTINGENCY FOR THE EXISTING CONTRACT AT $18,654. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS• Section 1 That the Mayor and City Clerk are hereby authorized to execute a change order in the amount of $37,373 with T.G. Excavating, for emergency sewer pipe bursting repairs at Gregg and Patricia Streets, and to continue the contingency for the existing contract at $18,654. A copy of the change order is attached hereto marked Exhibit "A" and made a part hereof. PASSED AND APPROVED this 7th day of July , 1998. APPROVE By: Fred Hanna, Mayor ATTEST: � By�%j rA IA l f, Heather Woodruff, Cityei rk CHANGE ORDER OWNER: City of Fayetteville, AR PROJECT NAME: SANITARY SEWER MAIN REHABILITATION; WHITE RIVER WATERSHED AND ILLINOIS RIVER WATERSHED; CONTRACT II, UNIT 2; MINISYSTEMS 13B, 15, & 18B/C BASINS 10, 12, 20, & 21 Sheet 1 of 3 Change Order 1 LOCATION: Fayetteville, Arkansas Project NO. 18-1355-0 CONTRACTOR. T -G Excavating, Inc. Date: June 24, 1998 I. DESCRIPTION OF CHANGES INVOLVED: The following changes are hereby made to the Contract Documents: A) Add the following: 2C1 1 ea. 48" Diameter Standard Sanitary Manhole 0'-6' Deep per Section D2-5 at $2,300.00 Each. Plus $2,300.00 2A1 315 LF Pipe Bursting 6"- 8" per Section D2-12 at $47.00 per Lineal Foot. Plus $14,805.00 2F1 9 4" Service Connections, External to pipe bursting per Section D2-12 ($900.00 ea.) Plus $8,100.00 2P1 348 LF Cleaning and Pre -TV Inspection per Section D2-17 ($2.50 LF) Plus $870.00 2P2 348 LF Post Construction TV Inspection per Section D2-17 ($1.00 per LF) Plus $348.00 2V1 3 Days Special Obstruction Removal ($3,316.97/day) Time and Material Work as Directed by Engineer to remove obstruction located under or immediately adjacent to house located at 440 Patricia Lane pursuant to Contractor's letters dated June 19, 1998 and June 23, 1 Sheet 2 of 3 Change order 1 1998 to be done in accordance with applicable portions of the contract. Daily rate for contractor's forces and equipment not to exceed $3,316.97 per day for a maximum of three days less such savings as may be determined in the event contractor is able to use labor or equipment listed in contractor's June 19, 1998 letter on work not involved in this obstruction removal. Miscellaneous Materials involved in this work not to exceed $1,000.00. Plus $10,950.00 ADJUSTED CONTRACT PRICE - PLUS $37,373.00 It is necessary to remove, on an emergency basis, an obstruction from the main line adjacent to 440 Patricia Lane, Fayetteville, due to the concern that this obstruction may soon cause total blockage of a line serving several houses thereby causing overflows of sanitary sewage. Due to the condition of the line, it is necessary to replace the line, add a manhole and connect the adjacent services which can be done at unit prices set forth in the contract and in this change order. II CHANGE ORDER CONDITIONS: 1. Any additional work to be performed under this Change Order shall be carried out in compliance with the Specifications included in the preceding Description of Changes involved, with the Supplemental Contract Drawings designated as and under the provisions of the Original Contract, including compliance with applicable Equipment Specifications, General Specificathion, and Project Specifications for the same type of work. 2. This Change Order unless otherwise provided herein does not relieve the Contractor form strict complaince with the guarantee provisions of the Original Contract, particularly with those pertaining to performance and operation of equipment. 3. Contractor agrees that there will be no additional extensions of contract time and no additional increase in Contract Price granted for this Change Order or any previous Change orders. 4. This Contractor expressly agrees that he will place under coverage of his Performance, Labor and Material, and Maintenance Bonds, and Contractor's Insurance all Work covered by this Change Order. The Contractor will furnish to the Owner evidence of increased coverage of his Performance, Labor and Material, and 2 Sheet 3 of 3 Change Order 1 Maintenance Bonds for the accrued value of all Change Orders which exceeds the Original Contract Price by 200. III ADJUSTMENTS IN CONTRACT TIME 1. There is no adjustment to the contract time. IV ADJUSTMENTS IN AMOUNT OF CONTRACT 1. Amount of Original Contract $186,543.00 2. Net (Addition) Reduction due to all previous Change Orders Nos. to (N/A) $ -0- 3. Amount of Contract Not including this Change Order $186,543.00 (Addition) (Redu ti n) to Contract due to this Change Order 5. Amount of Contract including this Change Order RECOMMENDED FOR ACCEPTANCE: 4e.%� --� $ 37,373.00 $223,916.00 (For RJN Group, Inc.) ACCEPTED: CONTRACTORG Exc- ating, Inc. ature of Aut orized Representative OWNER: City of Fa -ttev le A kansas ... a By e 7/7/78 Representative Date 6f19/9g Date 4Ia19g Date Signa ure of Authorized 3 • llama UTILITIES HEAVY INDUSTRIAL T -G EXCAVATING, INC. 26018 E. ADMIRAL PL CATOOSA. OKLAHOMA 74015 918.266-4736 FAX 918-266-4734 June 19, 1998 RIN Group, Inc. _ 5401 S. Sheridan Road Suite 302 Tulsa, OK 74146 RE: "Sanitary Sewer Main Rehabilitation White River Watershed Contact II Unit 2, Emergency Pipe Bursting - 440 Patricia" Dear Ken: T -G Excavating, Inc. would like to offer the following cost breakdown on daily rates to the City of Fayetteville for the removal of a cutter stuck in the line. Our initial solution of boring the cutter out has proven to be over $20,000.00. We would rather attempt to dislodge the cutter by forcing a 5" diameter galvanized pipe up the line. Our Supervisor, Don Webb, feels very confident he could remove the cutter in one to two days. If for some reason it is not extracted by the third day, worst case scenario we will brace the structure underneath and excavate down to the cutter and remove it. Our daily rate for removing the cutter is $3,136.97. Our breakdown is as follows: JUN 2 3 1896 Labor: 1. 1 - Supervisor, $16.00 an hr x 10 hrs = $160/day + $75.O0.per/diam 2. 2 - Operators, $13.00 an hr x 10 hrs = $260/day + $100.00 per/diam 3. 4 - Laborers, $10.00 an hr x 10 hrs = $400/day + $200.00 per/diam • Equipment: 1. Rubber tire backhoe 2. Complete bursting unit 3. Utility Truck Total Costs Combined: 1. Labor 2. Payroll Additives @ 41.38% 2. Per/Diam 3. Equipment 4. Profit and Overhead @ 15% Total Daily Rate $40.00 an hour x l0 hours – $ $70.00 an hour x l0 hours = $ $25.00 an hour x lO hours = $ = $ 820.00 _ $ 339.32 _ $ 375.00 = $1,350.00 = $ 432.65 = $3,316.97 400.00 700.00 250.00 All materials purchased for removal of the cutter will be submitted for payment with all invoice backup and no profit or overhead mark-up. We will be able to mobilize next week to make this repair. If you have any questions please call, Thank You. Sincer J i%' Merrill --- — (Project-Manager/Estimator) JM/af • Ez�ddiG' UTILITIES HEAVY INDUSTRIAL T -G EXCAVATING, INC. 26016 E. ADMIRAL PL CATOOSA, OKLAHOMA 74015 918-266.4736 FAX 918-266-4734 June 23, 1998 RJN Group 5401 S. Sheridan Road Suite 302 Tulsa, OK 74145 FJUN 2 5 1298 RE• "Sanitary Sewer Main Rehabilitation White River Watershed and Illinois River Watershed Conract II, Emergency Repair 440 Patricia" Dear Ken, T -G Excavating, Inc. understands the delicate nature of doing work on a time and material basis. We have no intentions of attempting to prolong or extend the time required for doing this repair. If, after one or two days the supervisor and inspector agree that we have to many people on the job, we will adjust our crew strength and credit the city. We will do our very best to speedily remove the cutter and begin our bursting operations. Sincerely, Merrill (Project Manager/Estimator) cc: file JM/af