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6900-001_1st_Change_Order-ExecutedDocuSign Envelope ID: 23749125-7FF1-4E85-A18F-68AFA3AE87A4 10. Contract Changes Contract Unit Price Revised Estimated Cost Tie-in proposed water line to existing water line at Hickory St.$0.00 $14,370.00 8" Gate Valve $1,445.05 $10,115.35 10" Sanitary Sewer in Casing $98.82 $8,103.24 16" Steel Casing by Open Cut $222.07 $13,324.20 10" Sanitary Sewer with  Pavement Repair $132.82 $393,014.38 8" Sanitary Sewer in Casing $71.19 $2,135.70 14" Steel Casing by Open Cut $217.82 $6,534.60 8" Sanitary Sewer with  Pavement Repair $125.38 $88,392.90 21" Sanitary Sewer in Casing $524.89 $20,995.60 21" Sanitary Sewer with  Pavement Repair $541.89 $9,754.02 and Elm and Locust Water and Sewer Improvements Phase 1 8. Description of Work Included in Contract 48 60 FILE #6900-001 CITY OF DENTON CHANGE ORDER 1. Division (Department) Capital Projects 2. Purchase Order No. 189745 Original Estimated Cost 6. Date Prepared 3/9/2020 7. Name and Address of Contractor Jagoe-Public Company 3020 Fort Worth Dr., Denton, TX 76205-8624 4. Name of Project 3. Change Order No. 1 5. Project Acct No. 640162541.1360.40100 9. Changes ordered and reason ordered PEC 4 Drainage Improvements Phase 1 and 2, Drainage box culvert and pipe improvements extending from a point near the Highland St./ Wainwright St. intersection to a point just west of the Locust St./Warren Ct. intersection; water and sewer line improvements mainly along Locust St. and Elm St. Negotiated C.O. Unit Price $6,917.40 70 82 $98.82 Additional costs mainly associated with conditions encountered in the field. Deductions associated with City furnishing pipe tapping materials, per City's standard practice. Bid Item No Original Estimated Quantity Revised Estimate Quantity (new)0 Ph. 1, Sec. 2, Item #10 1 $14,370.00 $0.00 Ph 1, Sec. 2, Item #15 $222.07 $10,659.36 Ph. 1, Sec. 2, Item #11 34 40 $524.89 $17,846.26 Ph 1, Sec. 2, Item #17 2,971 2,959 $132.82 $394,608.22 Ph 1, Sec. 2, Item #9 20 30 $71.19 $1,423.80 Ph 1, Sec. 2, Item #14 23 30 $217.82 $5,009.86 712 705 $125.38 $89,270.56 23 18 $541.89 $12,463.47 Ph. 1, Sec. 2, Item #16 Ph. 1, Sec. 2, Item #19 Ph. 1, Sec. 3,  Item #4 6 7 $1,445.05 $8,670.30 Page 1 of 4 DocuSign Envelope ID: 23749125-7FF1-4E85-A18F-68AFA3AE87A4 30" Steel Casing by Bore $1,434.42 $57,376.80 11'x8' P.C. Box Culvert ‐ Precast $2,097.72 $1,773,622.26 11'x8' P.C. Box Culvert ‐ Precast $2,088.84 $1,259,570.52 11'x8' C.I.P. Box Culvert ‐ Cast in  Place $3,212.10 $258,574.05 Lower fire hydrant lateral at storm drain crossing $0.00 $2,315.00 Additional fittings for deep fire hydrant lateral $0.00 $1,375.00 4" Tapping Sleeve Connection $8,394.01 $0.00 6" Tapping Sleeve Connection $8,638.40 $0.00 8" Tapping Sleeve Connection $14,981.72 $0.00 10" Tapping Sleeve Connection $19,763.12 $0.00 20" Tapping Sleeve Connection $29,219.67 $0.00 6" Tapping Sleeve Connection $8,447.14 $0.00 8" Tapping Sleeve Connection $9,244.04 $0.00 12" Tapping Sleeve Connection $22,047.57 $0.00 Ph. 2, Sec. 3, Item #14 1 0 $9,244.04 $9,244.04 Ph. 2, Sec. 3, Item #19 1 0 $22,047.57 $22,047.57 $29,219.67 $29,219.67 $50,682.84 Ph. 2, Sec. 3, Item #13 Ph. 1, Sec. 3, Item #20 1 0 0 $19,763.12 6 0 $8,447.14 Ph 2, Sec. 5A,  Item #2 53 80.5 $3,212.10 $170,241.30 0 1 $1,375.00 $0.00 0 1 $2,315.00 $0.00 (new) Ph 1, Sec. 5A,  Item #1 862 845.5 $2,097.72 $1,808,234.64 Ph 2, Sec. 5A,  Item #1 614 603 Ph. 1, Sec. 3, Item #16 1 0 $8,394.01 $8,394.01 Ph. 1, Sec. 3, Item #17 3 0 $8,638.40 $25,915.20 $19,763.12 Ph. 1, Sec. 3, Item #19 1 Ph. 1, Sec. 3, Item #18 1 0 $14,981.72 $14,981.72 Ph. 2 Sec. 2, Item #13 34 40 $1,434.42 $48,770.28 (new) $2,088.84 $1,282,547.76 Page 2 of 4 DocuSign Envelope ID: 23749125-7FF1-4E85-A18F-68AFA3AE87A4 4" Tapping Sleeve Connection $0.00 $7,125.27 6" Tapping Sleeve Connection $0.00 $21,513.96 8" Tapping Sleeve Connection $0.00 $13,046.76 10" Tapping Sleeve Connection $0.00 $17,802.85 20" Tapping Sleeve Connection $0.00 $26,020.92 6" Tapping Sleeve Connection $0.00 $41,880.36 8" Tapping Sleeve Connection $0.00 $7,309.08 12" Tapping Sleeve Connection $0.00 $18,542.79 $4,072,815.61 $35,904.23 N/A TOTAL $4,036,911.38 11. Original Contract Price + Previous CO's $10,996,527.42 Decrease in contract price 12. Contract time increased/decreased by 0 days. New contract time 730 days. $0.00 Ph. 1, Sec. 3, Item #16A Ph. 1, Sec. 3, Item #17A Ph. 1, Sec. 3, Item #18A $7,125.27 $7,171.32 $13,046.76 $17,802.85 $0.00 $0.00 $0.00 $0.00 Ph. 1, Sec. 3, Item #19A 0 $10,960,623.19 Increase in contract price New Contract Price $7,309.08 $18,542.79 $0.00 $0.00 $0.00 Ph. 2, Sec. 3, Item #14A Ph. 2, Sec. 3, Item #19A 0 0 0 0 1 6 1 1 1 Ph. 1, Sec. 3, Item #20A Ph. 2, Sec. 3, Item #13A $26,020.92 $6,980.06 0 0 0 1 3 1 Page 3 of 4 DocuSign Envelope ID: 23749125-7FF1-4E85-A18F-68AFA3AE87A4 THE AFOREMENTIONED CHANGE, AND WORK AFFECTED THEREBY, IS SUBJECT TO ALL CONTRACT STIPULATIONS AND COVENANTS. 14. ACCEPTED BY CITY ENGINEER/DIRECTOR OF CAPITAL PROJECTS ________________________ Signature 13. SUBMITTED BY:Seth Garcia Project Manager 16. CITY MANAGER:________________________ Signature 18. APPROVED AS TO LEGAL FORM: ________________________ Signature Signature ATTEST: CITY SECRETARY 17. PURCHASING/FINANCE: ________________________ Signature Signature 15. ACCEPTED BY CONTRACTOR: ________________ Title ________________________ Page 4 of 4 DocuSign Envelope ID: 23749125-7FF1-4E85-A18F-68AFA3AE87A4 Deputy City Engineer Bill Cheek