The URL can be used to link to this page

Home My WebLink AboutCORRESPONDENCE - RFP - 8106 UTILITY INFRASTRUCTURE CONSTRUCTION SERVICES FOR WATER, WASTEWATER, AND STORMWATER FACILITIES CAPITAL IMPROVEMENTS (7)Utilities Work Order Form Official Purchasing Form Last updated 10/2017 WORK ORDER PURSUANT TO A MASTER AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND CONNELL RESOURCES, INC WORK ORDER NUMBER: UCR-2019-01 PROJECT TITLE: U1700 Blk Riverside Ave WMR ORIGINAL BID/RFP NUMBER & NAME: U8106, Utility Infrastructure Construction Services for Water, Wastewater and Stormwater Facilities Capital Improvements MASTER AGREEMENT EFFECTIVE DATE: UAugust 17, 2015 ARCHITECT/ENGINEER: UMichael Baker International OWNER’S REPRESENTATIVE: UAndrew Gingerich WORK ORDER COMMENCEMENT DATE: UApril 16, 2019 WORK ORDER COMPLETION DATE: UApril 26, 2019 MAXIMUM FEE: (time and reimbursable direct costs): $U76,953.00 PROJECT DESCRIPTION/SCOPE OF SERVICES: UBore 362 L.F. of 8" PVC Terrabrute waterline underneath Spring Creek east of Riverside Bridge and complete tie-in to City system, pressure test and backfill. See attached supporting documentation. Service Provider agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Master Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Master Agreement and this Work Order (including the attached forms) the Master Agreement shall control. The attached forms consisting of UfourU (4) pages are hereby accepted and incorporated herein, by this reference, and Notice to Proceed is hereby given after all parties have signed this document. SERVICE PROVIDER: Connell Resources, Inc. By: Date: Name: Title: Page 1 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B John Martin Warren Vice President April 22, 2019 Utilities Work Order Form Official Purchasing Form Last updated 10/2017 OWNER’S ACCEPTANCE & EXECUTION: This Work Order and the attached Contract Documents are hereby accepted and incorporated herein by this reference. ACCEPTANCE: Date: Andrew Gingerich, Director – Water Field Operations REVIEWED: Date: Pat Johnson, Senior Buyer APPROVED AS TO FORM: Date: Name,City Attorney's Title (if greater than $1,000,000) ACCEPTANCE: Date: Theresa Connor, Deputy Director – Water Engineering & Field Services ACCEPTANCE: Date: Kevin Gertig, Utilities Executive Director (if greater than $1,000,000) ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) ACCEPTANCE: Date: Darin Atteberry, City Manager (if greater than $1,000,000) ATTEST: Date: City Clerk (if greater than $1,000,000) Page 2 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B April 19, 2019 April 19, 2019 April 22, 2019 April 22, 2019 Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT A WORK ORDER SCOPE OF SERVICES Page 3 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Connell Resources, Inc. 7785 Highland Meadows Pkwy, #100 Fort Collins, CO 80528 Phone: (970) 223-3151 Fax: (970) 223-3191 Estimator: Dan Giesler QUOTATION Date: 4/15/2019 Submitted To: City Of Fort Collins - Utilities Bid Title Epic 8" Main Repair Address: 700 Wood St. Bid Number: 2191019 Fort Collins, CO 80522 Project Location: Riverside @ Spring Creek Contact: Andrew Gingerich Project City, State: Fort Collins, CO Phone: (970) 221-6700 Fax: (970) 221-6619 Engineer/Architect: Item # Item Description Estimated Quantity Unit Unit Price Total Price 03.182 8" Tie To Existing 2.00 LF $2,567.00 $5,134.00 03.192 8" Gate Valve W/ Box (to Be Used For Testing) 1.00 EACH $1,852.00 $1,852.00 03.198 8" MJ Bends 3.00 EACH $323.00 $969.00 03.204 8" Plug W/ Temp Blow Off For Testing - Supply, Install, 1.00 EACH $3,417.00 $3,417.00 Remove 03.550 Waterline Bore - 8" Terra Brute DR18 PVC Waterline (STA 360.00 LF $130.25 $46,890.00 10+50 To 14+12)(Shale/Cobble) 03.550 Waterline Bore - Shale / Rock - Allowance 360.00 LF $30.05 $10,818.00 03.550 Connell Crew TM Crew - Allowance 1.00 DY $4,450.00 $4,450.00 10.001 Mobilization 1.00 EACH $1,525.00 $1,525.00 10.017 Site Management 0.40 WK $4,745.00 $1,898.00 Total Bid Price: $76,953.00 ACCEPTED: The above prices, specifications and conditions are satisfactory and hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: Connell Resources, Inc. Authorized Signature: Estimator: Dan Giesler 970-223-3151 dgiesler@connellresources.com 4/15/2019 9:45:45 AM Page 1 of 1 Page 4 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT B WORK ORDER COST DETAIL Page 5 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Bid Closing Summary Project Name: Epic 8" Main Repair Customer: City Of Fort Collins - Utilities Job Number: 2191019 Bid Number: 2191019 Billing Address: 700 Wood St. Bid As: Fort Collins, CO 80522 Estimator: Dan Giesler Phone: (970) 221-6700 Project Address: Riverside @ Spring Creek, Fort Collins, CO Contact: Andrew Gingerich Completion Date: Bid Cost Summary Calculated Adds/Cuts Target Current Direct Cost Indirect Cost Bond Total Cost $66,590.88 $0.00 $0.00 $66,590.88 $0.00 $0.00 $0.00 $0.00 $66,590.88 $66,590.88 $0.00 $0.00 $0.00 $0.00 $66,590.88 $66,590.88 Calculated Adds/Cuts Target Current Overhead Profit Total Markup $4,661.36 $5,700.18 $10,361.54 $0.00 $0.00 $0.00 $4,661.36 $5,700.18 $10,361.54 $4,661.36 $5,700.76 $10,362.12 Markup and Price Summary Total Price $76,952.42 $0.00 $76,952.42 $76,953.00 Target Bid Price Bid Closing Summary Current Bid Price $76,953.00 $76,952.42 Difference: $0.58 Bid Closing Status: Open Status Changed: Pay Items Description Quantity UM Unit Cost Total Cost Unit Price Total Price MU% Lock Type: Price 03.182 - 8" Tie To Existing 2.00 LF $2,221.33 $4,442.66 $2,567.00 $5,134.00 15.56% 03.192 - 8" Gate Valve W/ Box (to Be Used For Testing) 1.00 EACH $1,603.27 $1,603.27 $1,852.00 $1,852.00 15.51% 03.198 - 8" MJ Bends 3.00 EACH $279.36 $838.09 $323.00 $969.00 15.62% 03.204 - 8" Plug W/ Temp Blow Off For Testing - Supply, Install, 1.00 EACH Remove $2,956.77 $2,956.77 $3,417.00 $3,417.00 15.57% 03.550 - Waterline Bore - 8" Terra Brute DR18 PVC Waterline 360.00 LF (STA 10+50 To 14+12)(Shale/Cobble) $112.71 $40,576.85 $130.25 $46,890.00 15.56% 03.550 - Waterline Bore - Shale / Rock - Allowance 360.00 LF $26.00 $9,360.00 $30.05 $10,818.00 15.58% 4/15/2019 9:43:57 AM Page 1 Description Quantity UM Unit Cost Total Cost Unit Price Total Price MU% Lock Type: Price (continued) 03.550 - Connell Crew TM Crew - Allowance 1.00 DY $3,850.66 $3,850.66 $4,450.00 $4,450.00 15.56% 10.001 - Mobilization 1.00 EACH $1,319.86 $1,319.86 $1,525.00 $1,525.00 15.54% 10.017 - Site Management 0.40 WK $4,106.81 $1,642.72 $4,745.00 $1,898.00 15.54% Totals for Lock Type Price: $66,590.88 $76,953.00 15.56% Pay Items Total: $66,590.88 $76,953.00 15.56% 4/15/2019 9:43:57 AM Epic 8" Main Repair Page 2 Page 7 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Cost Component Summary Report Project Name: Epic 8" Main Repair Customer: City Of Fort Collins - Utilities Job Number: 2191019 Bid Number: 2191019 Billing Address: 700 Wood St. Bid As: Fort Collins, CO 80522 Estimator: Dan Giesler Phone: (970) 221-6700 Project Address: Riverside @ Spring Creek, Fort Collins, CO Contact: Andrew Gingerich Completion Date: Crew Name Total Quantity UM Average Unit Cost Total Cost Crew GC-Mobilization 1.25 DY $1,055.89 $1,319.86 GC-Project Manager 1.00 DY $553.58 $553.58 GC-Site Manager 2.00 DY $534.57 $1,069.14 Waterline Fittings 1.60 DY $4,068.91 $6,510.25 Waterline Fittings > 16" 1.00 DY $4,003.66 $4,003.66 Waterline Pressure Testing 0.50 DY $1,387.85 $690.09 Waterline Trench Exc & Lay W/400 1.99 DY $3,850.66 $7,680.04 Total: $21,826.63 Labor Type Total Quantity UM Average Unit Cost Total Cost Labor DR - Lowboy 11.25 HR $37.12 $417.61 Foreman - Utility 52.97 HR $45.21 $2,394.41 LA - Laborer 50.42 HR $28.78 $1,451.07 LA - Pipelayer 91.89 HR $30.07 $2,763.23 OP - Excavator, Large 6.00 HR $41.36 $248.14 OP - Excavator, Small 39.94 HR $41.36 $1,652.01 OP - Loader, Small 45.94 HR $35.79 $1,644.29 PM - Project Manager / Estimator 8.00 HR $59.20 $473.58 PM - Site Manager 16.00 HR $56.82 $909.14 Total: $11,953.49 Equipment Name Total Quantity UM Average Unit Cost Total Cost Equipment Compressor W/ Tools 4.48 HR $17.00 $76.08 Excavator KOM 200 / 210 / 228 / 308 26.95 HR $83.00 $2,236.87 Excavator KOM 390 / 400 / 490 14.40 HR $121.00 $1,742.40 Loader CAT 938 41.35 HR $75.75 $3,132.28 Pickup 67.65 HR $10.00 $676.48 Trench Shoring - Bedding Box 32.35 HR $11.00 $355.85 Trench Shoring - Manhole Box 14.40 HR $10.00 $144.00 Trench Shoring - Trench Box 32.35 HR $10.00 $323.50 Truck - Low Boy Transport 11.25 HR $80.20 $902.25 Truck - Testing Van 4.72 HR $60.00 $283.43 4/15/2019 9:42:28 AM Page 1 Page 8 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Total: $9,873.14 Miscellaneous Total Quantity UM Average Unit Cost Total Cost Miscellaneous Temp Sanitary Facility 0.10 MO $200.00 $20.00 Total: $20.00 Material Type Total Quantity UM Average Unit Cost Total Cost Material AG-CRI-Carr-Bedding Rock 3/8" Pea Gravel Screened (squeegee) (Connell 40.00 Resources, Inc) TON $12.00 $480.00 CO-M-Concrete Class BZ 4000 PSI 1.10 CY $156.22 $171.84 F-B-2" BRASS SCREWED 90 ELL 1.00 EACH $28.82 $28.82 F-B-2" X 24" BRASS NIPPLE 1.00 EACH $92.87 $92.87 W-A-12 GAUGE TRACER WIRE - COPPER CLAD SS BURST / HDD 750.00 LF $1.50 $1,125.00 W-A-3M DBY TRACER WIRE CONNECTORS 3.00 EACH $3.50 $10.50 W-ACC-POLY TUBE, 10" & 12" PIPE, 8-MIL 40.00 LF $1.00 $40.00 W-HY-2" Mainguard Blowoff Hydrant #77 1.00 EACH $450.00 $450.00 W-MJ-8" Bend 45 Degree 3.00 EACH $225.00 $675.00 W-MJ-8" Plug Tapped 2" 1.00 EACH $120.00 $120.00 W-MJ-8" Solid Sleeve 2.00 EACH $251.00 $502.00 W-ML-8" Bell Restraint 1.00 EACH $75.00 $75.00 W-PVC-8" X 20' C900 Class 150 DR 18 Pipe 20.00 LF $6.50 $130.00 W-PVC-8" X 20' C900 Class 150 DR 18 Restrained TerraBrute 380.00 LF $12.25 $4,655.00 W-V-Gate Valve 8" W/Box 1.00 EACH $1,175.00 $1,175.00 Total: $9,731.03 Description Total Quantity UM Average Unit Cost Total Cost Trucking Trucking - Hired 40.00 TON $10.56 $422.22 Total: $422.22 Item # Description Total Quantity UM Unit Cost Total Cost Subcontracted [03.550] Bore And Jack Contractor - Rock Allowance (Switchback 360.00 Drilling LLC) LF $26.00 $9,360.00 [03.550] Bore And Jack Contractor (Switchback Drilling LLC) 360.00 LF $69.69 $25,090.00 Total: $34,450.00 4/15/2019 9:42:28 AM Epic 8" Main Repair Page 2 Page 9 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT C WORK ORDER SCHEDULE DETAIL Page 10 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Riverside Waterline Replacement Boring Schedule: 17-Apr 18-Apr 19-Apr 20-Apr 21-Apr 22-Apr 23-Apr 24-Apr 25-Apr Mobilization Dig Pits Boring Tie to Existing (N) Load, Test, Flush Tie to Existing (S) BackFill Page 11 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT D WORK ORDER PLANS DETAILS Page 12 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Page 13 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT E CERTIFICATE OF INSURANCE CONTRACTOR shall submit Certificate of Insurance in compliance with the Contract Documents. Page 14 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B Page 6 of 14 DocuSign Envelope ID: 3A77408B-B0DB-4E03-84EE-28D0ADB3A77B