Basis of Estimate. The estimate is based on the tasks mentioned above. Modifications to the tasks after confirmation will be deemed to be additional services and will require subsequent authorization from the Client.
Basis of Estimate. The Offeror shall provide a basis of estimate in excel spreadsheet format for each task discussed to include but not limited to team size and make up, number of teams, labor productivity/ duration, labor hours, labor categories, subcontractors, number of meetings, etc., such that the evaluators can get a clear understanding of the basis for the proposed approach. The list of equipment and materials shall be itemized in the basis of estimate to reflect the work proposed for the sample task order. The key subcontractor BOE shall not be a lump sum and shall be detailed to include team size and make up, number of teams, labor productivity/ duration, labor hours, labor categories, equipment, materials. To assist with a crosswalk for the technical and price evaluators, Offerors shall provide corresponding basis of estimate page number in the Technical Approach – Volume I, Tab 1, Element 2 to corresponding basis of estimate page number in the Price – Volume III, Tab 4. The Sample Task Order will be used for evaluation purposes only. The Sample Task Order will not be awarded.
Basis of Estimate. For Information Only
Basis of Estimate. Roadway: Estimated total roadway improvement length = 285' including transitions; Roadway width = 16' + 2' earth shoulders; Roadway = Corrected profile with Bit. Matl Rd Mix and aggregate base course with Type A-3 bituminous surface treatment (oil & chip) Assumptions: No (0) Private and no (0) Field Entrances are included. Exclusions: This estimate does NOT include any RR provided and installed crossing motorist warning lights and gates or crossing track / roadway materials. SA 2281 Exhibit A2 ILLINOIS COMMERCE COMMISSION STIPULATED AGREEMENT CROSSING DATA FORM GENERAL INFORMATION: See Location Sketch (Page 3) RAILROAD CSX Transportation, Inc. (CSX) USDOT#, MILEPOST 546343S, railroad milepost 93.86-QS STREET, CITY, COUNTY N. 0000xx Xxxxxx, Xxxxx Xxxxxx, Xxxxxxxx JURISDICTION (RDWY) Xxxxxxxx Township LOCATION Rural ROADWAY SURFACE Gravel; 21’; Fair Condition CROSSING DATA: Also see Location Sketch (Page 3) for roadway profile. TRACK (W-E or N-S) SURFACE TYPE SURFACE WIDTH SURFACE CONDITION N-S Asphalt 34 Fair ROADWAY DATA: See Location Sketch (Page 3) INTERSECTING ROADS: None TRAFFIC CONTROL Active Flashers ADT & SPEED 150 ADT @ 55 mph TRAFFIC TYPE Passenger cars, School Buses, Hazmat Vehicles all possible. ADVANCE WARNING YES PAVEMENT MARKING No RAILROAD DATA: See Location Sketch (Page 3) FREIGHT TRAFFIC 13/day @ 60 MPH PASSENGER TRAFFIC NO WARNING DEVICES Active Flashers NOTES: SA 2281 Exhibit A2 VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 60 MPH Roadway Speed 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 520 FEET Along Tracks 647 FEET Reqd. Clearing Sight Dist. (CSD) (Along Tracks) 1441 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE OBST TREES OFF ROW OBST TREES OFF ROW XX XXXX CROPS OFF ROW OBST CROPS OFF ROW NE OBST TREES OFF ROW OBST TREES OFF ROW XX XXXX CROPS OFF ROW OBST CROPS OFF ROW *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES: See Location Sketch (Page 3) DIRECTION/West DIRECTION/East DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) SEE EXHIBIT A PAGE 3 Distance measured from outermost rail. COMMENTS: See Page 3 for a Location Sketch (Aerial Photo) of the crossing. Staff recommends that the GCPF be used pay 95%...
Basis of Estimate. The cost estimate is based on the closure plans outlined in Sections B.1 to B.4. Generally if there is uncertainty in the work scope, a conservative position has been adopted (more expensive) in preparing the estimate such that further refinements in closure planning may result in lower rather than higher cost. Quantities were partly provided by LMC, while some were newly developed from “as built” drawings. A library of structural drawings showing details of buildings and facilities was prepared and studied in detail to help define the extent of closure and demolition. The primary cost estimator has been working on site for over a year and is familiar with local operators, contractor capability, logistical constraints and productivity. Labour and other costs were assumed to be current Lihir contract award rates. Equipment costs were current Lihir operating or contractor hire costs. No significant permanent new materials are required for closure so no costs were obtained from suppliers. Lihir Management Company Limited December 31, 2004 Lihir Gold Mine — Mine Closure Plan Update 2004 It is assumed as normal in the mining industry, that work will be initially carried out by LMC staff with some hire of local equipment and contractors/consultants as required. As closure proceeds, more contractors will be used and LMC staff involvement will reduce.
Basis of Estimate. Roadway: +/-300' total project length; 16' wide roadway [8" thick aggregate base with A-3 surface treatment (oil & chip)]; 2' earth shoulders Assumptions: 0 Private; 3 Field Entrances (assume 2 earth, 1 aggregate) Exclusions: This estimate does NOT include any RR provided and installed crossing motorist warning lights and gates or crossing track / road DATE: 10-26-2021 BY: Xxxxx X. Xxxxxx, X.X. Xxxxxxxx Companies, LLC 0 Xxxxxxxxx Xxxxx XXXXX ROAD (TR 181) RR CROSSING at UNION PACIFIC XX Xxxxx, XX 00000 AAR / DOT 167 785A / RR MP 249.38 Phone: 000-000-0000 x000 XXXX TWP / XXXXXX COUNTY, IL PRELIMINARY PROJECT COST ESTIMATE I. R.O.W. or Construction Easements (To be determined during PE Phase) $ USE (Section I.) $ 10,000.00 10,000.00 II. Construction:
Basis of Estimate. Roadway: +/-300' total project length; 16' wide roadway [8" thick aggregate base with A-3 surface treatment (oil & chip)]; 2' earth shoulders Assumptions: 0 Private; 1 Field Entrances (assume 1 aggregate) Exclusions: This estimate does NOT include any RR provided and installed crossing motorist warning lights and gates or crossing track / road DATE: 10-26-2021 BY: Xxxxx X. Xxxxxx, X.X. Xxxxxxxx Companies, LLC 0 Xxxxxxxxx Xxxxx XXXXXX ROAD (TR 322) RR CROSSING at UNION PACIFIC XX Xxxxx, XX 00000 AAR / DOT 167 786G / RR MP 248.80 Phone: 000-000-0000 x000 XXXX TWP / XXXXXX COUNTY, IL XX 0000 Exhibit D
Basis of Estimate. The Basis of Proposal is a written explanation clarifying the assumptions and exclusions used in establishing the Xxxxxx Xxxx Park Renovation proposal dated August 26, 2020. The project consists of the Renovation of the existing Xxxxxx Xxxx Park located at 0000 00xx Xxxxxx Xxxxx, Xxxxxxxxx, Xxxxxxxx. The estimate is based on Permit Set drawings, dated 06/12/2020 prepared by LSG Landscape Architecture, Xxxxxxxxxxx Consultants and MTFA Architecture. Following a joint review and reconciliation, necessary modifications can be made to better serve your needs.
Basis of Estimate. Table 2 sets out the number of vessels planned to be used during predrilling including the estimated duration and diesel consumption of each vessel.
Basis of Estimate. Table 3 presents estimated fuel usage during construction and commissioning activities at yards and the planned duration of activities. Table 3 Construction Emission Sources and Associated Estimated Fuel Consumption Source Diesel (tonnes) Gasoline (tonnes) Duration (months) Jacket Construction 73 22 24 Topside Construction 157 14 48 Subsea Infrastructure Construction 7 2 15 Notes: Based on average monthly recorded data from fuel consumption within the BOS SHELF and ATA yards during 2011 and 2012 for COP. A review of fuel consumption data from the Bos Shelf yard for the ACG Phase 3 project indicated 55% of diesel use was for engines and 45% for generators. This assumption has been maintained Emissions estimates were based on the duration of operation and approximate fuel consumption associated with equipment that will be commissioned onshore which is assumed to include the main generator run for one week consuming 8 tonnes of diesel per hour for 8 hour per day and intermittently over approximately 6 months, two air compressors (assumed
