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. For Information Only
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. Roadway: Estimated total roadway improvement length = 340' including transitions; Roadway width = 16' + 2' earth shoulders; Roadway = Corrected profile w/Bit Matl Rd Mix and aggregate base course with Type A-3 bituminous surface treatment (oil & chip) Assumptions: One (1) 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 A1 ILLINOIS COMMERCE COMMISSION STIPULATED AGREEMENT CROSSING DATA FORM GENERAL INFORMATION: See Location Sketch (Page 3) RAILROAD CSX Transportation, Inc. (CSX) USDOT#, MILEPOST 546342K, railroad milepost 92.95-QS STREET, CITY, COUNTY Baystown Road, Clark County, Illinois JURISDICTION (RDWY) Marshall Road District LOCATION Rural ROADWAY SURFACE Oil/Chip; 16’; 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 Timber/Asphalt 28 Fair ROADWAY DATA: See Location Sketch (Page 3) INTERSECTING ROADS: None TRAFFIC CONTROL Active Flashers ADT & SPEED 225 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 A1 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 TREES OFF ROW OBST TREES OFF ROW NE OBST TREES OFF ROW OBST TREES OFF ROW XX XXXX TREES OFF ROW OBST TREES 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...
Basis of Estimate. The Offeror shall provide a basis of estimate for the field work discussed in Volume 1, Tab 1, Element 1, paragraph c) to include but not limited to team size and make up, number teams, labor productivity/ duration, equipment, materials, subcontractors, number of transects, number of meetings, number of samples, etc., such that the evaluators can get a clear understanding of the basis for the proposed approach. Volume I, Tab 2
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. Our ref: 008193 Additional Services Any additional meetings (including attendance at public meetings) not specifically defined in the scope of services will be at the direction of the Client or Client's representative and will be performed on an hourly fee basis. RPS could be authorized by Fort Bend County to perform such additional services under existing separate contracts. Exclusions This scope of services does not include the following: • Construction Administration, Management, or Inspection Services. • Public involvement and additional meetings beyond those specifically noted in this scope. • Design services beyond those specifically stated in this scope, including revisions to plans after final submittal and approval. • Any other item not specifically listed in the Scope of Services. These services, if required, and upon agreement from the Client, will be performed as an additional service. Project Schedule RPS Infrastructure will commence work upon receipt of signed authorization from the client and will respond to any comments from the client in a timely manner. All invoices will be prepared monthly and are due and payable within 30 days of receipt. We appreciate the opportunity to provide this proposal and are available to answer any questions. You can call Xxxxxxxx Xxxxxxx at 281.902.3508 or email him at Xxxxxxxx.xxxxxxx@xxxxxxxx.xxx. Sincerely, for RPS Infrastructure, Inc. Bassem Talje Director, Business Development and Infrastructure xxxxxx.xxxxx@xxxxxxxx.xxx . xxxxxxxx.xxx Page 2
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
Basis of Estimate. Table 4 lists the vessels and helicopters that will be used during platform installation, hook up and commissioning activities, the duration of use for each vessel/ helicopter and estimated fuel consumption.
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.
