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Home My WebLink AboutWORK ORDER - BID - 7658 MISCELLANEOUS CONCRETE ANNUAL (28)Page 2 of 4 Exhibit A Transfort Bus Pads Upgrades 2016 1. GENERAL A. This project includes improvements, and additions to bus pad locations throughout Fort Collins, see attached drawings for specific locations. The Work includes demo and haul off of existing concrete pavement and existing curb and gutter, grading and re-compaction of existing subgrade, and placement of new concrete bus pads. In addition to the bus pads, several locations include adjacent concrete replacement, including concrete sidewalk, curb and gutter, and ADA accessible handicap ramps as noted on the attached drawings. B. The Service Provider must provide all labor, materials and equipment, including traffic control and barricading to accomplish the work in accordance with City standard specifications. Replacement of curb, gutter and sidewalk shall match existing, i.e., vertical curb shall be replaced with vertical curb, etc., or as directed by Engineer or Project Manager. C. Concrete bus pads shown on the plan must be constructed in accordance with current Transfort Bus Stop Design Standards & Guidelines, and LCUASS Standards. D. Handicap ramp layout and design shall be coordinated in the field with the Project Engineer. All ramps shall conform to current ADA and LCUASS Standards. 2. COMPLIANCE STANDARDS A. Service Provider must refer to the Larimer County Urban Area Street Standards (LCUASS) latest edition. These documents are available on the internet at www.larimer.org. B. The Service Provider must submit concrete mix designs for approval by the City Streets Department prior to starting work, with the exception of City of Fort Collins Streets Department pre-approved concrete mix designs. 3. WORK ORDER PROCEDURE A. A bid schedule is attached which utilizes pricing established in the Agreement. B. Service Provider will invoice for all jobs completed on a unit price basis with the prices established in the Bid Schedule section. C. Work order number must be included on the billing invoices. D. All jobs must begin within a ten (10) day period following issue of a work order. Each work order shall be signed and returned to the issuing department within 48 hours. If the low responsive, responsible Service Provider cannot meet this performance specification, the City has the right to offer the project to the next lowest responsive, responsible Service Provider according to prices listed from their submitted bid schedule. Exceptions to this policy will be made for inclement weather preventing a timely response by the Service Provider (a one-day extension for each day of bad weather will be given), or a previous understanding between the Service Provider and the City's departmental representative allowing more flexibility with regard to the individual project. It will be the Service Provider's responsibility to make these arrangements with the City's Representative. 4. PATCHING REQUIREMENT A. Not used 5. INSPECTION Page 3 of 4 A. It shall be the Service Provider's responsibility to notify the City Engineer, or their representative, that the work is ready for inspection. Every request for inspection shall be made at least twenty-four (24) hours before inspection is desired. Any work completed by the Service Provider and not inspected and accepted by the City engineer's office shall be removed and replaced at the Service Provider's expense. 6. AWARD AND PAYMENT TERMS A. Prices bid shall be based upon Project Specifications and it shall be each Service Provider's responsibility to familiarize themselves with the complexities involved for all work. B. Service Provider shall submit invoices to the City monthly. Payment will be processed by City Departments upon the presentation of invoicing and work order. 7. TRAFFIC CONTROL A. All traffic control, work zone protection, and/or parking control and permits shall be the responsibility of the Service Provider, and provided in accordance with the latest revisions of the “Manual on Uniform Traffic Control Devices for Streets and Highways” (MUTCD), the City of Fort Collins “Work Area Traffic Control Handbook”, and the attached revisions of Sections 104 and 630, Traffic and Parking Control and Traffic Control Devices respectively. B. The work described in this work order will be performed entirely on City of Fort Collins property at the Transfort Bus Pad locations. Coordinate with Transfort and Ditesco operations and provide advance notification before disrupting normal traffic flow through the facility. 8. WARRANTY A. Warranty will be for 24 months for all work from date of acceptance by the City. Page 4 of 4 BID SCHEDULE CITY OF FORT COLLINS- TRANSFORT BUS PAD UPGRADES 2016 Work Order No. 01 Purchase Order No. _________________ BID SCHEDULE Stop Location Size of Pad (SF) Contract Quantity Unit Unit Price Extended Price 1A Elizabeth and Overland - EB: Adjacent - 1 LS $ 15,041.94 $ 15,041.94 1B Elizabeth and Overland - EB: Bus Pad 285 1 LS $ 3,024.72 $ 3,024.72 2A Elizabeth and Overland - WB: Adjacent - 1 LS $ 5,694.84 $ 5,694.84 2B Elizabeth and Overland - WB: Bus Pad 330 1 LS $ 3,082.32 $ 3,082.32 3A Elizabeth and Taft Hill - WB: Adjacent - 1 LS $ 15,678.60 $ 15,678.60 3B Elizabeth and Taft Hill - WB: Bus Pad 280 1 LS $ 4,051.58 $ 4,051.58 6A Elizabeth and City Park - WB: Adjacent - 1 LS $ 10,153.64 $ 10,153.64 6B Elizabeth and City Park - WB: Bus Pad 280 1 LS $ 4,046.22 $ 4,046.22 Contingency 1 $ 4,861.91 $ 4,861.91 Total $ 65,635.77 COMPANY NAME: BANNER CONCRETE LLC CONTRACTOR’S SIGNATURE: __________________________________________ DATE: ________________ Estimate Date 7/29/2016 Estimate # 214 Name / Address Ditesco BANNER CONCRETE LLC 715 Peterson Street Fort Collins, CO 80524 bannerconcrete@gmail.com Accounting:970-219-1026 Project Customer Signature Total Description Qty Cost Total Bus Stop # 1 Elizabeth and Overland Eastbound Excavation-General less than 50 cu yd 12 98.71 1,184.52 Flatwork--6" per sq ft 300 3.84 1,152.00 Aggregate base course/Recycled base >5 tons 8 38.39 307.12 Stormwater protection-Recycled rubber filled wattle per lf 20 8.77 175.40 Traffic Control 1,000.00 1,000.00 Dump fee per ton 12 21.94 263.28 _____________________________________ $4,082.32 285 1,094.40 INCLUDED ON THE NEXT PAGE $3,024.72 Estimate Date 7/29/2016 Estimate # 206 Name / Address Ditesco BANNER CONCRETE LLC 715 Peterson Street Fort Collins, CO 80524 bannerconcrete@gmail.com Accounting:970-219-1026 Project Customer Signature Total Description Qty Cost Total Bus Stop #1: Elizabeth/Overland Eastbound Adjacent Work Remove concrete sidewalk per sq ft 2,100 3.57 7,497.00 Excavation-General less than 50 cu yd 15 98.71 1,480.65 Flatwork--6" per sq ft 1,550 3.84 5,952.00 Aggregate base course/Recycled base >5 tons 25 38.39 959.75 Dump fee per ton 15 21.94 329.10 Truncated dome panel per sq ft 20 32.90 658.00 Pedestrian access ramp per sq ft 550 6.04 3,322.00 Irrigation sleeve per lf 50 10.97 548.50 Stormwater protection-Recycled rubber filled wattle per lf 50 8.77 438.50 Traffic Control 15% of job 3,120.00 3,120.00 _____________________________________ $24,305.50 1025 3,659.25 427.5 1,641.60 14 307.16 14 1,381.00 19 729.41 2,356.52 $15,041.94 2,356.52 Estimate Date 7/29/2016 Estimate # 215 Name / Address Ditesco BANNER CONCRETE LLC 715 Peterson Street Fort Collins, CO 80524 bannerconcrete@gmail.com Accounting:970-219-1026 Project Customer Signature Total Description Qty Cost Total Bus Stop # 2 Elizabeth and Overland Westbound Excavation-General less than 50 cu yd 12 98.71 1,184.52 Flatwork--6" per sq ft 300 3.84 1,152.00 Aggregate base course/Recycled base >5 tons 8 38.39 307.12 Stormwater protection-Recycled rubber filled wattle per lf 20 8.77 175.40 Traffic Control 1,000.00 1,000.00 Dump fee per ton 12 21.94 263.28 _____________________________________ $$3,4,082.082.32 32 INCLUDED ON THE NEXT PAGE Estimate Date 7/29/2016 Estimate # 207 Name / Address Ditesco BANNER CONCRETE LLC 715 Peterson Street Fort Collins, CO 80524 bannerconcrete@gmail.com Accounting:970-219-1026 Project Customer Signature Total Description Qty Cost Total Bus Stop #2: Elizabeth/Overland Westbound Adjacent Work Remove concrete sidewalk per sq ft 300 3.57 1,071.00 Excavation-General less than 50 cu yd 5 98.71 493.55 Flatwork--6" per sq ft 0 3.84 0.00 Aggregate base course/Recycled base >5 tons 6 38.39 230.34 Dump fee per ton 0 21.94 0.00 Truncated dome panel per sq ft 20 32.90 658.00 Pedestrian access ramp per sq ft 300 6.04 1,812.00 Irrigation sleeve per lf 10 10.97 109.70 Stormwater protection-Recycled rubber filled wattle per lf 20 8.77 175.40 Traffic Control 15% of job 682.00 682.00 _____________________________________ $5,231.99 1,144.85 1,144.85 $5,694.84 Estimate Date 7/29/2016 Estimate # 216 Name / Address Ditesco BANNER CONCRETE LLC 715 Peterson Street Fort Collins, CO 80524 bannerconcrete@gmail.com Accounting:970-219-1026 Project Customer Signature Total Description Qty Cost Total Bus Stop # 3 Elizabeth and Taft Hill Westbound Excavation-General less than 50 cu yd 15 98.71 1,480.65 Flatwork--6" per sq ft 550 3.84 2,112.00 Aggregate base course/Recycled base >5 tons 15 38.39 575.85 Stormwater protection-Recycled rubber filled wattle per lf 20 8.77 175.40 Traffic Control 1,000.00 1,000.00 Remove concrete sidewalk per sq ft 250 3.57 892.50 Dump fee per ton 15 21.94 329.10 _____________________________________ $6,565.50 280 1075.20 12 12 12 1,184.52 460.68 263.28 $4,051.58 INCLUDED ON THE NEXT PAGE Estimate Date 7/29/2016 Estimate # 208 Name / Address Ditesco BANNER CONCRETE LLC 715 Peterson Street Fort Collins, CO 80524 bannerconcrete@gmail.com Accounting:970-219-1026 Project Customer Signature Total Description Qty Cost Total Bus Stop #3: Elizabeth/Taft Hill Westbound Adjacent Work Remove concrete sidewalk per sq ft 1,000 3.57 3,570.00 Excavation-General less than 50 cu yd 17 98.71 1,678.07 Flatwork--6" per sq ft 810 3.84 3,110.40 Aggregate base course/Recycled base >5 tons 20 38.39 767.80 Dump fee per ton 30 21.94 658.20 Truncated dome panel per sq ft 20 32.90 658.00 Pedestrian access ramp per sq ft 190 6.04 1,147.60 Irrigation sleeve per lf 50 10.97 548.50 Stormwater protection-Recycled rubber filled wattle per lf 50 8.77 438.50 Remove concrete driveway/apron/crosspan per sq ft 870 3.78 3,288.60 Remove concrete pavement additional 1" depth per sq ft 1,740 0.55 957.00 Alley approach--8" per sq ft 870 5.48 4,767.60 Traffic Control 15% 3,238.00 3,238.00 _____________________________________ $24,828.27 175 4 5 4 624.75 394.84 191.95 87.76 2,573.50 2,573.50 $15,678.60 Estimate Date 7/29/2016 Estimate # 217 Name / Address Ditesco BANNER CONCRETE LLC 715 Peterson Street Fort Collins, CO 80524 bannerconcrete@gmail.com Accounting:970-219-1026 Project Customer Signature Total Description Qty Cost Total Bus Stop # 1 Elizabeth and City Park Ave Excavation-General less than 50 cu yd 12 98.71 1,184.52 Flatwork--6" per sq ft 300 3.84 1,152.00 Aggregate base course/Recycled base >5 tons 8 38.39 307.12 Stormwater protection-Recycled rubber filled wattle per lf 20 8.77 175.40 Traffic Control 1,000.00 1,000.00 Dump fee per ton 12 21.94 263.28 Remove concrete sidewalk per sq ft 270 3.57 963.90 _____________________________________ $5,046.22 6 280 $4,046.22 INCLUDED ON THE NEXT PAGE Estimate Date 7/29/2016 Estimate # 209 Name / Address Ditesco BANNER CONCRETE LLC 715 Peterson Street Fort Collins, CO 80524 bannerconcrete@gmail.com Accounting:970-219-1026 Project Customer Signature Total Description Qty Cost Total Bus Stop #: Elizabeth/City Park Ave Adjacent Work Remove concrete sidewalk per sq ft 875 3.57 3,123.75 Excavation-General less than 50 cu yd 8 98.71 789.68 Flatwork--6" per sq ft 425 3.84 1,632.00 Aggregate base course/Recycled base >5 tons 10 38.39 383.90 Dump fee per ton 10 21.94 219.40 Truncated dome panel per sq ft 20 32.90 658.00 Pedestrian access ramp per sq ft 450 6.04 2,718.00 Irrigation sleeve per lf 30 10.97 329.10 Stormwater protection-Recycled rubber filled wattle per lf 30 8.77 263.10 Traffic Control 15% of job 1,517.00 1,517.00 _____________________________________ $11,633.93 6: 630 180 2249.10 691.20 $10,153.64 1,852.16 1,852.16 9'-6" 30'-0" STOP 1 ELIZABETH AND OVERLAND - EASTBOUND REPLACE ADA RAMPS AS MARKED IN THE FIELD. COORDINATE WITH DITESCO IN THE FIELD FOR LAYOUT. REMOVE AND REPLACE CONCRETE SIDEWALK AS MARKED IN THE FIELD. BUILD PER LCUASS STANDARDS 11'-0" 30'-0" STOP 2 ELIZABETH AND OVERLAND - WESTBOUND REPLACE ADA RAMPS AS MARKED IN THE FIELD. COORDINATE WITH DITESCO IN THE FIELD FOR LAYOUT. 35'-0" 8'-0" STOP 3 ELIZABETH AND TAFT HILL - WESTBOUND 30'-0" REPLACE ADA RAMP AS MARKED IN THE FIELD. COORDINATE WITH DITESCO IN THE FIELD FOR LAYOUT. 30'-0" 9'-4" STOP 6 ELIZABETH AND CITY PARK - WESTBOUND REPLACE ADA RAMP AS MARKED IN THE FIELD. COORDINATE WITH DITESCO IN THE FIELD FOR LAYOUT. REMOVE AND REPLACE CONCRETE SIDEWALK AS MARKED IN THE FIELD. BUILD PER LCUASS STANDARDS