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Home My WebLink AboutRESPONSE - GENERAL CORRESPONDENCE - GATEWAY PARK SCALING SERVICEMAR-15-2004 15:35 FROM:YENTER COMPANIES 3032790908 TO:970 221 6586 P.2Z6 EXHIBIT A A& 20300 West High way 72 Arvarta, Co. 8001i7 (303) 279-4458 (303) 2 79-0908fax March 12, 2004 City of Fort Collins — Park Planning ATTN: Jason Stutzman FortCollins, Co. RE, Gateway Mountain: Park Scaling Dear Jason, Yenter Companies, Inc has made a site visit to the Gateway Mountain Park and assessed scaling concerns you have at the location. Ycnter offers the attached rates to perform work at your direction. The estimated costs are as follows: Mobilization Estimated duration of 12 hours Truck Driver $45.00/hr Foreman/Blaster $60.00/hr High Scaler $50.00/hr High Scaler $50.00/hr $2,460.00 Semi Tractor/Low Boy $55.00/hr One Ton Support'fruck $10.00/hr One Ton Support Truck $10.00/hr $900.00 Mechanical Scaling— Hitachi 270 Excavator Kstimated duration of 20 hours Foreman/Blaster $60.00/hr Equipment Operator $48.00/hr Excavator $98.00/hr G80 Hydraulic Hammer $33.00/hr One Tun Support Truck $10.00/hr One Ton Support Truck $I 0.00/hr Class 6 Roadbase for mad protection 30 tons � ia, $20.00 per ton delivered 55,180.00 $600.00 MAR-15-2004 15:35 FROM:YENTER COMPANIES 3032790908 TO:970 221 6586 P.2Z6 A&6,6�- yam M 10300 Weet Highway 72 Arvada, Co. 80007 (303) 279--4458 (103)179-0908 far March 12, 2004 City of Fort Collins -- Park Planning ATrN: Jason Stutzman Fort Collins, Co. RE: Gateway Mountain Park Sealing Dear lason, Yenter Companies, Inc has made a site visit to the Gateway Mountain Park and assessed scaling concerns you have at the location. Yenter offers the attached rates to perform work at your direction. The estimated costs are as follows: Mobilization Estimated duration of 12 hours Truck Driver $45.00/hr Foreman/Blaster $60.00/hr High Scaler $50.00/hr High Scaler $50.00/hr 529460.00 Semi Tractor/Low Boy $55.00/hr One Ton SupportTruck $10.00/hr One Ton Support Truck $10.00/hr $900.00 Mechanical Scaling — Hitachi 270 Excavator Estimated duration of 20 hours Foreman/131aster $60.00/hr Equipment Operator $48.00/hr Excavator $98.00/hr G80 Hydraulic iiammer $33.00/hr One Ton Support Truck $10.00/hr One Ton Support Truck $10.00/hr Class 6 Roadbase for mad protection 30 tons @a, $20.00 per ton delivered $5,180.00 $600.00 MAR-15-2004 15:35 FROM:YENTER COMPANIES 3032790908 TO:970 221 6586 P.3�6 Haul off Scaled Material Estimated duration of 10 hours Foreman/Blaster $60.00/hr Equipment Operator $48.00/hr Excavator $98.00/hr One Ton Support Truck $10.00/hr One Ton Support Truck $10.00/hr Tandem Dump Truck $68.00/hr Rockfall Mesh —1000 square feet Estimated duration of 20 hours Foreman/Blaster $60.00/hr High Scaler $50.00/hr High Scaler $50.00/hr Air Comp 185 to 260 eftn $15.00/hr 65 Pound Hand Drill $ 8.00/hr One Ton Support Truck $10.00/hr One Ton Support Truck $10.00/hr Maccafferri Mesh Galvanized $0.40/Square Foot #10 Grade 75 — Rock Bolts $2.95/per if #10 Grade 75 —Nuts $6.33/each 8" x 8" x ''/s" Plates $6.80/each Type III Grout Mix $12.00/94# sack ''/z" Galvanized Cable $3.00/lf Traffic Control— 5 days Total Estimated cost — see attached subcontractor bid 15% markup for Overhead on sub contractor item Total Estimated Cost. S249865.00 $2,940.00 $4,060.00 S600.00 $165.00 $70.00 $75.00 $120.00 $180.00 $7,515.00 The price above is given as an estimated budget and is based upon the attached unit rates. Yenter will perform work at your direction and will document all time and cost to help maintain the desired budget. Thank you for the opportunity to provide you with pricing on this project. By. #A Long I Yenter Co names. Inc. Memorandum MATERIALS AND GEOTECHNICAL BRANCH SOILS AND ROCKFALL PROGRAM 4201 EAST ARKANSAs, DENvER, COLORADo 80222-3400 (303) 757-9424 DATE: February 27, 2004 TO: Wendy Turner, Region 4 Engineering FROM: Ty Ortiz, Rockfall Program Manager SUBJECT: Rock Slope Stability, SH 14 — Approximate Mile Marker 16.5 Regarding the road cut on SH 14 at mile marker (MM) 116.5, the most recent site visit was on January 13, 2004, with Ms. Wendy Turner of Region 4 and Mr. Jason Stutzman of the Ft. Collins Park Planning and Development Department, and Mr. Robert Florez and Ty Ortiz of the Rockfall Program. Our understanding of this road cut is that the project was funded and managed by the City of Fort Collins with input from the CDOT. At this point, construction is complete, however, there are concerns regarding the slope stability of the road cut at this location. This report summarizes our evaluation of the rock fall potential and rock slope stability of the road cut and provides recommendations for rockfall and rock slope mitigation. Our evaluation is only for the area of slope disturbed during the construction of the road widening needed to accommodate improvements made to the Gateway Park entrance. A comparison or evaluation of any adjacent rock cut is not considered. Figure 1 outlines the area of slope evaluated. Site Description and Observations The slope is located on the eastbound lane of SH 14 near the Gateway Park entrance. The cut is around 20 ft in height and located within highly weathered metamorphic and igneous rock. Large boulders, up to about 10 ft in diameter, which appear to be partially supported by a soil matrix, are exposed in the cut. Several small, loose boulders were also Figure l: View of slope looking eastbound Rock Slope Stability, SM 14 —Approximate Mile Marker 16.5 Page 2 of observed. The ditch at this location does not seem to be acting as an adequate rockfall catchment area. Conversations with Region 4 Maintenance personnel indicate the same. Figure 2 shows a panoramic view of the slope face. Figure 2: Panoramic view of slope face being considered for mitigation Conclusion and Recommendation The slope, in its current state, does not appear to be stable. Conversations with maintenance indicate that rock is often found in the roadway in this area. Rockfall at this location is most likely the result of cobbles and boulders raveling from the slope. The sandy, soil matrix helping to support these cobbles and boulders is easily eroded during heavy rain and snowmelt. Erosion of this material causes undermining of larger boulders, which eventually ravel from the slope. Since the ditch does not serve as an adequate rockfall catchment area, the boulders roll onto the highway. Based on our observations of the slope, the following mitigation alternatives or combination of alternatives are offered: 1. Since the underlying cause of rockfall at this slope appears to be erosion of the soil matrix, erosion control by applying shotcrete to specific locations throughout the slope can be utilized. 2. A rockfall barrier can be installed at the base of the slope, which would reduce the amount of rock rolling onto the highway. Rockfall barriers can range form Type 7 barriers to rockfall fences. The amount of shoulder available at this location should be considered when evaluating the constructability of this option. Draped netting can be installed to help control the rockfall and reduce the amount of rock reaching the travel lanes. When evaluating the effectiveness of this option, wire rope or Tecco netting should be considered. Rack Slope Stability, SM lt—APpraximate Mile Marker IQS Page 3 of 3 4. The slope angle can be reduced and an adequate catchment area can be created with additional excavation. Also recommended in addition to the mitigation alternatives listed above is the installation of a buttress to help support a large boulder, which has the potential to be come significantly undermined with the continued erosion of the soil matrix. The large boulder is outlined in Figure 2. Cc: CK Su/Robert Florez Materials and Geotechnical Branch MAR-15-2004 15:35 FROM:YENTER COMPANIES 3032790908 TO:970 221 6586 rr TIME AND MATERIAL RATES :Yenter Companies, Inc. respectfully submits the following time and material rates to .perform work at your direction: 'Labor Foreman/Blaster $60.00/hr 'High Scaler $50.00/hr Basket Driller $54.00/hr Driller $48.00/hr Equipment Operator $48.00/hr Truck Driver $45.00/hr Laborer/Assistants $38.00/hr .Lodging-Pcr Diem $75.00 per man -per day - Job Specific Standby will be charged at 65% hourly rate. Time greater than 40 hours per week will add 30% to hourly rate Equipment Operated/No Labor Furukawa 9 Rock Drill $90.00/hr + drill string @ $0.25 per lineal foot Funikawa 12 Cab Rock Drill $119.00/hr+ drill string @ $0.30 per lineal foot Hutte Large Diameter Casing Drill $148.00/hr + drill string @ $2.10 per lineal foot Klemm/Soil Meth Casing Drill $128.00/hr+ drill string @ $1.85 per lineal foot 65 Pound Hand Drill $ 8.00/hr includes drill string Hydraulic Rock Splitter Air Compressor 185 to 260 cfin Air Compressor 600 to 800 cftn Shoterete/Concrete Pump Grout Pump Excavator G80 Hydraulic Hammer Loader (IT 28, L70) Skidsteer Loader One Ton Support Truck Support/Scaling Trailer Semi Tractor/Low Boy Water Truck Bolt Basket brill Crane $15.00/hr $15.00/hr $46.00/hr $38.00/hr $18.00/hr $98.00/hr $33.00/hr $63.00/hr $35.00/hr $10.00/hr $ 8.00/hr $55.00/hr $43.00/hr $38.00/hr + Crane + Compressor Invoice + 15% Sub -contracted Trucking/Hauling Invoice + 15% Standby will be charged at 65% hourly rate. Materials & Other Eximnses #10 Grade 75 - Rock Bolts $2.95/per if #10 Grade 75 - Nuts $6.33/each 8" x 8" x'/z" Plates $6.80/each Type lll Grout Mix $12.00/94# sack Epoxy Resign Cartridge $5.00/each Maccaffeni Mesh Galvanized $0.40/Square Foot Welded Wire Fabric 4.0x4.0 $0.52/Square foot P.4/6 MRR-15-2004 15:35 FROM:YENTER COMPANIES 3032790908 TO:970 221 6586 P.5/6 Materials (coot) Shotcrete/Concrete Invoice Cost + 15% Imported Fill Invoice Cost +15% Dump Fees Invoice Cost + 15% :;Explosive Costs Cap Sensitive Explosives ANFO (Nitron Carbon Nitrate) Detonating Cord (25 grain) EZ Detonator w/8' EL Detonator w/12' EZ Detonator w/16' EZ Detonator w/24' Surface Delays Noiseless Lead -In Trunkline $3.25/lb $0.50/lb $0.50/ft $4.20/ca $4.45/es $4.65/ea $6.85/ea $3.75/ca $0.20/ft MAR-15-2004 15:36 FROM:YENTER COMPANIES 3032790908 TO:970 221 6586 P.6Z6 02/27/2004 05:08 3032548848 ROCKY MOUNIAIN b1GNU rrnz uc Contractor. Project Name- Estimate Date: W.B.E CERTIFICATION 6 4330 Yenter Co. Hwy 14 Scaling Mar. 15, 2004 'LINE ITEM IQUANTITY PRICE TOTAL NON -CERTIFIED FLAGGER 200 HOURS $20 $4 000 TCM 5 DAYS $425 $2125 8 SIGNS I 1 8 EACH $W $160 TRAFFIC CONE 50 EACH $6 S250 TOTAL $6,535 QUALIFICATIONS: >RMS mast receive payrrow within 7 days of contractors payment f con omw. >Tcs & Fhaggers are to be schedulW 48 hours in advance, >Tc} ahriR includes up to 10 hours, over t0 hours Q $45 per hour. >All extra Wont or change ordsm most be mquested and approved In writing before the work can start. >Cohtrector will not hold retainage from RMS. >Adiiittional Tcs Q425,00 per 10 hour shift. >Radios ® S4W each. >AII Labor abd devices are bid for 5 days of work. >Certitied Wages are riot included. >Quota Is good for 30 days from the bid daft. >No light pWft cell phones or radios induced. >If flagger is not needed in a lane closure, contractor will supply laborer to help TCS set and pick up lane closure, Eslrrnalad at 1 hour each. >T'his is just a quote, contractor will the billed for actual usage. MAR-15-2004 15:35 FROM:YENTER COMPANIES 3032790908 T0:970 221 6586 P.3z6 Haul off Scaled Material Estimated duration of 10 hours Foreman/Blaster $60.00/hr Equipment Operator $48.00/hr Excavator $98.00/hr One Ton Support Truck $10.00/hr One Ton Support Truck $10.00/hr Tandem Dump Truck $68.00/hr Rockfall Mesh —1000 square feet Estimated duration of 20 hours Foreman/Blaster $60.00/hr High. Scaler $50,00/hr High Scaler $50.00/hr Air Comp 185 to 260 efin $15.00/hr 65 Pound Hand Drill $ 8.00/hr One Ton Support Truck $10.00/hr One Ton Support Truck $10.00/hr Maccafferri Mesh Galvanized $0.40/Square Foot #10 Grade 75 — Rock Bolts $2.95/per 1f 410 Grade 75 —Nuts $6.33/each 8" x 8" x %a" Plates $6.80/each Type Zil Grout Mix $12.00/944 sack ''/z" Galvanized Cable $3.00/lf Traffic Control-5 days Total Estimated cost — see attached subcontractor bid 15% markup for Overhead on sub contractor item Total Estimated Cost: $249865.00 $2,940.00 $4,060.00 S600.00 S165.00 $70.00 $75.00 $120.00 $180.00 $7,515.00 The price above is given as an estimated budget and is based upon the attached unit rates. Yenter will perform work at your direction and will document all time and cost to help maintain the desired budget. Thank you for the opportunity to provide you with pricing on this project. I: Yenter Conivanies. Inc. Memorandum MATERIALS AND GEOTECHNICAL BRANCH SOILS AND ROCKFALL PROGRAM 4201 EAST ARKANSAs, DENwit, COLoPADo 80222-3400 (303) 757-9424 DATE: February 27, 2004 TO: Wendy Turner, Region 4 Engineering FROM: Ty Ortiz, Rockfall Program Manager V" SUBJECT: Rock Slope Stability, SH 14 — Approximate Mile Marker 16.5 Regarding the road cut on SH 14 at mile marker (MM) 116.5, the most recent site visit was on January 13, 2004, with Ms. Wendy Turner of Region 4 and Mr. Jason Stutzman of the Ft. Collins Park Planning and Development Department, and Mr. Robert Florez and Ty Ortiz of the Rockfall Program. Our understanding of this road cut is that the project was funded and managed by the City of Fort Collins with input from the CDOT. At this point, construction is complete, however, there are concerns regarding the slope stability of the road cut at this location. This report summarizes our evaluation of the rock fall potential and rock slope stability of the road cut and provides recommendations for rockfall and rock slope mitigation. Our evaluation is only for the area of slope disturbed during the construction of the road widening needed to accommodate improvements made to the Gateway Park entrance. A comparison or evaluation of any adjacent rock cut is not considered. Figure 1 outlines the area of slope evaluated. Site Description and Observations The slope is located on the eastbound Figure 1: View of slope looking eastbound lane of SH 14 near the Gateway Park entrance. The cut is around 20 ft in height and located within highly weathered metamorphic and igneous rock. Large boulders, up to about 10 ft in diameter, which appear to be partially supported by a soil matrix, are exposed in the cut. Several small, loose boulders were also Rock Slope Stability, SH 14 —Approximate Mile Marker IQS Page 1 of observed. The ditch at this location does not seem to be acting as an adequate rockfall catchment area. Conversations with Region 4 Maintenance personnel indicate the same. Figure 2 shows a panoramic view of the slope face. Figure 2: Panoramic view of slope face being considered for mitigation Conclusion and Recommendation The slope, in its current state, does not appear to be stable. Conversations with maintenance indicate that rock is often found in the roadway in this area. Rockfall at this location is most likely the result of cobbles and boulders raveling from the slope. The sandy, soil matrix helping to support these cobbles and boulders is easily eroded during heavy rain and snowmelt. Erosion of this material causes undermining of larger boulders, which eventually ravel from the slope. Since the ditch does not serve as an adequate rockfall catchment area, the boulders roll onto the highway. Based on our observations of the slope, the following mitigation alternatives or combination of alternatives are offered: 1. Since the underlying cause of rockfall at this slope appears to be erosion of the soil matrix, erosion control by applying shotcrete to specific locations throughout the slope can be utilized. 2. A rockfall barrier can be installed at the base of the slope, which would reduce the amount of rock rolling onto the highway. Rockfall barriers can range form Type 7 barriers to rockfall fences. The amount of shoulder available at this location should be considered when evaluating the constructability of this option. I Draped netting can be installed to help control the rockfall and reduce the amount of rock reaching the travel lanes. When evaluating the effectiveness of this option, wire rope or Tecco netting should be considered. Rock Slope Stability, SH 14—Approximate Mile Marker 16.5 Page 3 of 3 4. The slope angle can be reduced and an adequate catchment area can be created with additional excavation. Also recommended in addition to the mitigation alternatives listed above is the installation of a buttress to help support a large boulder, which has the potential to be come significantly undermined with the continued erosion of the soil matrix. The large boulder is outlined in Figure 2. Cc: CK Su/Robert Florez Materials and Geotechnical Branch EXHIBIT B INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: "The insurance evidenced by this Certificate will not be cancelled or materially altered, except afterten (10) days written notice has been received by the City of Fort Collins." In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem properand may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $500,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. SA 10/01 MAR-15-2004 15:35 FROM:YENTER COMPANIES 3032790908 TO:970 221 6586 EXHIBIT C rr TIME AND MATERIAL RATES Yenter Companies, Inc. respectfully submits the following time and material rates to .perform work at your direction: 'Labor Foreman/Blaster $60.00/hr High Scaler $50.00/hr Basket Driller $54.00/hr Driller $48.00/hr Equipment Operator $48.00/hr Truck Driver $45.00/hr Laborer/Assistants $38.00/hr .Lodging-Pcr Diem $75.00 per man -per day - Job Specific Standby will be charged at 65% hourly rate. Time greater than 40 hours per week will add 30% to hourly rate Equipment Operated/No Labor Furukawa 9 Rock Drill $90.00/hr + drill string @ $0.25 per lineal foot Furukawa 12 Cab Rock Drill 3119.00/hr + drill string @ $0.30 per lineal foot Hutte Large Diameter Casing Drill $148.00/hr+ drill sting @ $2,10 per lineal foot Klemm/Soil Mech Casing Drill $128.00/hr+drill string @ $1.85 per lineal foot 65 Pound Hand Drill $ 8.00/hr includes drill string Hydraulic Rock Splitter Air Compressor 185 to 260 cfm Air Compressor 600 to 800 cfm ShotcreW- Concrete Pump Grout Pump Excavator G80 Hydraulic Hammer Loader (IT 28, L70) Skidsteer Loader One Ton Support Truck Support/Scaling Trailer Semi Tractor/Low Boy Water Truck Bolt Basket Drill Crane $15.00/hr $15.00/hr $46.00/hr $38.00/hr $18.00/hr $98.00/hr $33.00/hr $63.00/hr $35.00/hr $10.00/hr $ 8.00/hr $55.00/hr $43.00/hr $38.00/hr + Crane + Compressor Invoice + 15% Sub -contracted Trucking/Hauling Invoice + 15% Standby will be charged at 65% hourly rate. Materials & OtherEapenses #10 Grade 75 - Rock Bolts $2.95/per If #10 Grade 75 -Nuts $6.33/each 8" x 8" x'/" Plates $6.80/each Type 111 Grout Mix $12.00/94# sack Epoxy Resign Cartridge $5.00/each Maccafferri Mesh Galvanized $0.40/Square boot Welded Wire Fabric 4.Ox4.0 $0.52/Square foot P.4/6 MAR-15-2004 15:35 FROM:YENTER COMPANIES 3032790908 TO:970 221 6586 P.5z6 j� C O I'.1 P A 11 1 L 5 :Materials (cont) Shotcrete/Concrete invoice Cost + 15% Imported Fill Invoice Cost +15% Dump Fees Invoice Cost + 15% Explosive Costs Cap Sensitive Explosives ANFO (Nitron Carbon Nitrate) Detonating Cord (25 grain) EZ Detonator w/8' EZ Detonator w/12' EL Detonator WIG EZ Detonator w/24' Surface Delays Noiseless Lead -In Tn kline $3.25/lb $0.50/lb $0.50/ft $4.20/ea $4.45/ea $4.65/ea $6.85/ea $3.75/ca $0.20/ft MAR-15-2004 15:36 FROM:YENTER COMPANIES 02/27/2004 05:00 3032548848 3032790908 TO:970 221 6S86 P.6�6 ROCKY MOON I AIN SlbNLi rrn U, Contractor: Yenter Co. Project Name: Hwy 14 Sc allrV Estimate Date: Mar. 15, 2004 w.9.E CERTIFICATION 0 4330 LI R QUANTITY NIT PRICE 6TAL W=NONEFIEDFLAGGER 200 8 50 HOURS DAYS EACONE EA0 $20 Z425 $4,000 52125 $250 TOTAL SS-535 QUALIFICATIONS: >RMS must receive payment within 7 days of oontractors payment from owner. >TC2 A Flaggers are to be SChadulW 48 hours In advance. >Tcf shut Includes up to 10 hours, over 10 hours Q U5 per hour. >Ail.exh work or change orders must be requested and apprroved In writing before the work can start. >COtitmetor will not hold retainage from RMS. >Addittional Tee, 0425.00 per 10 hour shift. >Radios Q $400 each. >AN Labor abd devices are bid for 5 days of work. >Certified wages are not included. >Quote Is good for 30 days from the Lid date. >No light plarft call phones or radios included. >If Nagger Is not needed in a lane clowre, contractor will supply laborer to help YCS set and pick up Ions closure, Estimated at 1 hour each_ >This is just a quote, contractor will be billed for aciW usage,