Amendment_2,_Exhibit_A_-_Detailed_Pricing_Schedule.xlsx
XLSX spreadsheet 21 KB Posted
- Attached to
- Asphalt Requirement Federal contract opportunity
- Solicitation number
- W911S2-19-B-8000
About this file
Amended Exhibit A - Detailed Pricing Schedule
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W911S2-19-B-8000-0002,_Solicitation.pdf | ||
| W911S2-19-B-8000-0002,_Amendment_2.pdf | ||
| Amendment_1,_Exhibit_A_-_Detailed_Pricing_Schedule.xlsx | XLSX spreadsheet | |
| W911S2-19-B-8000-0001,_Solicitation.pdf | ||
| W911S2-19-B-8000-0001,_Amendment_1.pdf | ||
| Exhibit_A_-_Detailed_Pricing_Schedule.xlsx | XLSX spreadsheet | |
| Exhibit_E-_CDRL's_D013-D014.pdf | ||
| Attachment_3_-_ENG_FORM_4025_MAY_92_R.pdf | ||
| W911S2-19-B-8000,_Asphalt_Requirement_Solicitation.pdf | ||
| Exhibit_D_-_CDRL's_D009-D012.pdf | ||
| Exhibit_B_-_CDRL's_D001-D004.pdf | ||
| Attachment_1_-_Wage_Determination,_NY180009,_20181207.pdf | ||
| Exhibit_C-_CDRL's_D005-D008.pdf | ||
| Attachment_4_-_AIA_Document_G702_Template.pdf | ||
| Attachment_2_-_Excavation_Permit_Policy-_As_of_10_Sept_2018.pdf | ||
| Attachment_5_-_AIA_Document_G703_Template.xls | XLS spreadsheet |
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Text version
Contract Bid Schedule
| W911S2-19-B-8000 Asphalt Requirements Fort Drum, NY | |||||
| Contract Period Work | 48-month Ordering Period | ||||
| The Contractor shall provide all supervision and furnish all plant, labor, equipment, materials and appliances, and perform all necessary steps and operations to achieve a finished product in connection with the maintenance, repair, and construction of gravel pads, roads, parking lots, asphalt concrete pavement pads, pavement markings; and any work in association with asphalt pavings, in accordance with the specifications and drawings, and subject to the terms and conditions of the contract from the date of award throughout 30 April 2023. | |||||
| ITEM | DESCRIPTION | EST QTY | UNIT | UNIT PRICE | ESTIMATED AMOUNT |
| 001 | GENERAL REQUIREMENTS: ***See Note Below*** The contractor shall provide and implement General Requirements that include, but not limited to: progress schedules, construction progress documentation, submittal procedures, quality control for minor construction, temporary environmental controls, environmental protection, temporary storm water pollution control (such as required Best Management Practices (BMPs)), and construction and demolition waste management. | $0.00 | % | 0.00% | 0.00 |
| 002 | CLEAR & GRUBB : Cost for these ELINs will be on a per acre (AC) basis for Light, Medium, and Heavy vegetation clearing and grubbing and for select tree clearing and grubbing on a per each (EA) tree basis. Acreage shall be computed to the nearest 0.1 acres ). | ||||
| 002A | LIGHT: Light clearing and grubbing is defined as vegetation, brush, and trees ≤ 6 inches diameter breast height (dbh). | 2 | AC | 0.00 | 0.00 |
| 002B | MEDIUM: Medium clearing and grubbing is defined as vegetation, brush, and trees > 6 to ≤ 12 inches dbh and all vegetation defined as LIGHT. | 2 | AC | 0.00 | 0.00 |
| 002C | HEAVY: Heavy clearing and grubbing is defined as vegetation, brush, and trees > 12 to ≤ 24 inches dbh and all vegetation defined as LIGHT and MEDIUM. | 2 | AC | 0.00 | 0.00 |
| 002D | SELECT TREES ≤ 12 Inches dbh: Select individual tree clearing and grubbing is defined as trees ≤ 12 inches DBH. This ELIN shall only be used for the clearing and grubbing of select trees when specifically stated in the statement of work (SOW). This ELIN shall not be used to “supplement” LIGHT, MEDIUM, or HEAVY clearing and grubbing defined sites. | 25 | EA | 0.00 | 0.00 |
| 002E | SELECT TREES > 12 Inches to ≤ 24 Inches dbh: Select individual tree clearing and grubbing is defined as trees > 12 Inches ≤ 24 inches DBH. This ELIN shall only be used for the clearing and grubbing of select trees when specifically stated in the SOW. This ELIN shall not be used to “supplement” LIGHT, MEDIUM, or HEAVY clearing and grubbing defined sites. | 25 | EA | 0.00 | 0.00 |
| 003 | SELECT DEMOLITION: The cost for this ELIN shall be based on the total CY volume calculated existing in place. ELIN is presented in CY to be removed. Excavate, remove and dispose of existing surface and subsurface debris/material down to Base Course/Sub-grade material. Complete selective demolition of reinforced, non-reinforced concrete pavement, asphalt pavements or other materials (headwalls, stairs, pipe, etc.) in accordance with the technical requirements of the contract specifications and as defined herein. | 10000 | CY | 0.00 | 0.00 |
| 004 | EXCAVATION: The cost for this ELIN shall be based on the total CY volume calculated existing in place. Excavate, remove and dispose of existing surface and subsurface materials (such as grass, topsoil, sand, gravel, and rocks). Excavation work shall be completed in accordance with the technical requirements of the contract specifications. | 20000 | CY | 0.00 | 0.00 |
| 005 | GEOSYNTHETICS: The cost for these ELINs shall be based on the total SY calculated in place. | ||||
| 005A | GEOTEXTILE SOIL STABILIZATION FABRIC : Provide and install geotextile soil stabilization fabric in accordance with the manufacturer’s installation instructions and recommendations. Install geotextile soil stabilization fabric on an appropriately prepared subgrade constructed to line and grade and compaction in accordance with the technical requirements of the applicable Geotextile soil stabilization fabric shall meet New York State Department of Transportation (NYSDOT) Standard Specification Geosynthetics, 737.0106 Combination Monofilament/Fibrillated Yarn – Woven (C‐W), Class 1 Strength (<50% elongation). | 50000 | SY | 0.00 | 0.00 |
| 005B | GEOGRIDS: Provide and install geogrids in accordance with the manufactures installation instructions and recommendations. Geogrids shall meet NYSDOT Standard Specification 737-07 Geogrids for the intended application. | 500 | SY | 0.00 | 0.00 |
| 006 | FILL MATERIALS (See Exhibit A, Line Item 006A and 006B): The quantity ordered and payment for this ELIN shall be based on the total CY to be calculated in place. | ||||
| 006A | SELECT GRANULAR FILL: The cost for this ELIN shall be based on the total CY calculated in place. Supply, place, grade, and compact new Select Granular Fill (by CY). Select granular fill material for general backfill will consist of materials classified as GW, GP, SW, or SP by ASTM D2487. Select granular fill for use under pavements shall meet NYSDOT Standard Specification 733-1101 – Select Granular Fill (Typical). Select granular fill shall be installed in 12-inch lifts as to the thickness specified and compacted to 95% of the laboratory maximum density in accordance with ASTM D1557. | 2000 | CY | 0.00 | 0.00 |
| 006B | SAND BACKFILL: Supply, place, grade, and compact new Sand Fill (by CY). Sand fill material for general backfill shall meet NYSDOT Standard Specification 733-15 – Sand Backfill). Sand Backfill fill shall be installed in 12-inch lifts as to the thickness specified and compacted to 95% of the laboratory maximum density in accordance with ASTM D1557 | 2000 | CY | 0.00 | 0.00 |
| 007 | AGGREGATE SUBBASE COURSE: The quantity ordered and payment shall be based on the total CY calculated in place. Supply, place, roll and compact new crushed stone aggregate base course. Provide and install subbase material in accordance with the technical requirements of the contract specifications and as specified herein. Grade & compact existing subgrade course. | 20000 | CY | 0.00 | 0.00 |
| 008 | HOT MIX ASPHALT (HMA) PAVING: The quantity ordered and payment shall be based on the total SY calculated in place. |
| 008A | HMA TOP COURSE: Provide and install 1.5-inch thick 9.5 F2 Top Course HMA, 70 Series Compaction (NYSDOT Item 402.097202). Price shall include application of tack coat to the contact surface of the underlying HMA. 100,000 SY = 8,325 TN = 432.9 TN of AC. | 336000 | SY | 0.00 | 0.00 |
| 008B | HMA BINDER COURSE: Provide and install 2.5-inch thick 19 F9 Binder Course HMA, 70 Series Compaction (NYSDOT Item 402.197902). Price shall include application of tack coat to the contact surface of the underlying HMA. 50,000 SY = 6,875 TN = 309.38 TN of AC. | 50000 | SY | 0.00 | 0.00 |
| 008C | HMA 3" BASE COURSE: Provide and install 3-inch thick 37.5 F9 Base Course HMA, 70 Series Compaction (NYSDOT Item 402.377902). 5,000 SY = 817.5 TN = 30.25 TN of AC. Price shall include application of tack coat to the contact surface of the underlying HMA. | 5000 | SY | 0.00 | 0.00 |
| 008D | HMA 6" BASE COURSE: Provide and install 6-inch thick 37.5 F9 Base Course HMA, 70 Series Compaction (NYSDOT Item 402.377902). Base Course HMA shall be installed in two (2) three inch lifts. Price shall include application of tack coat to the contact surface of the first HMA base course. 10,000 SY = 3,270 TN = 120.99 TN of AC. | 10000 | SY | 0.00 | 0.00 |
| 009 | PAVEMENT MARKINGS: Pavement markings shall be installed in accordance with NYSDOT Standard Specification Section 640 – Reflectorized Pavement Marking Paints, the Manual for Uniform Traffic Control Devices (latest Edition), and the NYSDOT Supplement. | ||||
| 009A | White or Yellow Paint Reflectorized Pavement Stripes – 20 mils (NYSDOT Item 640.20): The quantity ordered and payment shall be feet along the edge or centerline of the pavement stripe and shall be based on one 4-inch wide stripe. Stripes shall include Normal Lane Line, Normal Edge Line, Normal Broken Lane Line, Normal Dotted Lane Line, and Normal Dotted Extension Line. | 25000 | LF | 0.00 | 0.00 |
| 009B | Yellow Paint Reflectorized Pavement Stripes – 20 mils (NYSDOT Item 640.21): The quantity ordered and payment shall be in feet along the centerline of the pavement stripe and shall be based on two 4-inch wide stripe. Stripes shall include Partial Barrier Line (PBL) and Full Barrier Line (FBL). | 25000 | LF | 0.00 | 0.00 |
| 009C | White Paint Reflectorized Pavement Letter – 20 mils (NYSDOT Item 640.22): The quantity ordered and payment shall be on a per letter basis. For example, the word “ONLY” will be measured as 4 units. | 72 | EA | 0.00 | 0.00 |
| 009D | White Paint Reflectorized Pavement Symbols – 20 mils (NYSDOT Item 640.23): The quantity ordered and payment shall be on a per symbol basis. Double and triple headed arrows will each be measured as a single unit (i.e., there is no difference in measurement between a single, double, or triple headed arrow). | 6 | EA | 0.00 | 0.00 |
| 009E | White Paint Reflectorized Pavement Type L Cross Walk – 20 mils (Ladder Bar): The quantity ordered and payment shall be based on the total linear footage of 1-foot wide strips necessary to complete the entire crossing. Example: Type L Cross Walk requires 36 1-foot wide by 8-foot long ladder bars, the total contract length is 288 feet). | 900 | LF | 0.00 | 0.00 |
| 009F | White Paint Reflectorized Pavement Stop Line – Type B (SL-B) – 20 mils: The quantity ordered and payment shall be based on a linear foot basis as measured along the centerline of the stop line. | 288 | LF | 0.00 | 0.00 |
| 009G | White or Yellow Paint Reflectorized Pavement Hatch Lines - Type A (HL-A) – 20 mils: The quantity ordered and payment shall be based on the total linear feet of 8-inch wide hatch lines as measured along the centerline of each hatch. | 2500 | LF | 0.00 | 0.00 |
| 009H | White or Yellow Paint Reflectorized Pavement Hatch Lines - Type B (HL-B) – 20 mils: The quantity ordered and payment shall be based on the total linear feet of 12-inch wide hatch lines as measured along the centerline of each hatch. | 5000 | LF | 0.00 | 0.00 |
| 009I | White or Yellow Paint Reflectorized Pavement Hatch Lines - Type C (HL-C) – 20 mils: The quantity ordered and payment shall be based on the total linear feet of 24-inch wide hatch lines as measured along the centerline of each hatch. | 7500 | LF | 0.00 | 0.00 |
| 009J | White Paint Reflectorized Pavement Railroad Grade Crossing – 20 mils: The quantity ordered and payment shall be based on each complete crossing. A complete crossing shall include the 24-inch wide clearance line, two 24-inch crossbars, two “R” letters, and the “X” symbol. | 10 | EA | 0.00 | 0.00 |
| 009K | White Paint Reflectorized Pavement Parking Stall – 20 mils: The quantity ordered and payment shall be based on the total linear feet of 4-inch wide pavement striping. | 500 | LF | 0.00 | 0.00 |
| 009L | White Paint Reflectorized Pavement Parking – Handicap Symbol – 20 mils: The quantity ordered and payment shall be on a per symbol basis. The 4-inch wide handicap parking stall striping is ordered under Item 009k. | 25 | EA | 0.00 | 0.00 |
| 009M | White Paint Reflectorized Pavement Oversize Handicap Parking Stall Hatch Lines – Handicap Symbol – 20 mils: The quantity ordered and payment shall be for each oversized handicap parking stall. The 4-inch wide handicap parking stall striping is ordered under Item 009k. | 15 | EA | 0.00 | 0.00 |
| 010 | COLD MILLING: The quantity ordered and payment shall be based on the total SY of milled area to a depth of 1.5 inches. This work shall consist of the milling, shaping, and removal of portions of the existing paved surface and subsequent cleaning utilizing equipment and procedures in accordance with NYSDOT Standard Specification Section 490 – Cold Milling. | 336000 | SY | 0.00 | 0.00 |
| 011 | CULVERTS: The quantity ordered and payment shall be on a per linear foot basis of the specified pipe material and diameter. The contractor shall provide and install culverts in accordance with NYSDOT Standard Specification Section 603 – Culverts and Storm Drains. Work shall include all piping materials, excavation, pipe bedding, backfill, compaction, and grading for a complete installation. | ||||
| 011A | Smooth Interior corrugated Polyethylene Culvert and Storm Drain Pipe – 18-inch diameter (NYSDOT Item 603.9818). | 100 | LF | 0.00 | 0.00 |
| 011B | Corrugated Aluminum End Sections Pipe (NYSDOT Item 603.5424). This end section is for Item 011a. | 8 | EA | 0.00 | 0.00 |
| 011C | Smooth Interior corrugated Polyethylene Culver and Storm Drain Pipe – 24-inch diameter (NYSDOT Item 603.9824) | 100 | LF | 0.00 | 0.00 |
| 011D | Corrugated Aluminum End Sections Pipe (NYSDOT Item 603.5430). This end section is for Item 011c. | 8 | EA | 0.00 | 0.00 |
| 011E | Smooth Interior corrugated Polyethylene Culver and Storm Drain Pipe – 30-inch diameter (NYSDOT Item 603.9830) | 100 | LF | 0.00 | 0.00 |
| 011F | Corrugated Aluminum End Sections Pipe (NYSDOT Item 603.5436). This end section is for Item 011e. | 8 | EA | 0.00 | 0.00 |
| 011G | Smooth Interior corrugated Polyethylene Culvert and Storm Drain Pipe – 36-inch diameter (NYSDOT Item 603.9836) | 100 | LF | 0.00 | 0.00 |
| 011H | Corrugated Aluminum End Sections Pipe (NYSDOT Item 603.5442). This end section is for Item 011g. | 8 | EA | 0.00 | 0.00 |
| 011I | Reinforced Concrete Pipe Class III – 18-inch diameter (NYSDOT Item 603.6018) | 100 | LF | 0.00 | 0.00 |
| 011J | Reinforced Concrete Pipe End Sections (NYSDOT Item 603.7318). This end section is for Item 011i. | 8 | EA | 0.00 | 0.00 |
| 011K | Reinforced Concrete Pipe Class III – 24-inch diameter (NYSDOT Item 603.6024) | 100 | LF | 0.00 | 0.00 |
| 011L | Reinforced Concrete Pipe End Sections (NYSDOT Item 603.7324). This end section is for Item 011k. | 8 | EA | 0.00 | 0.00 |
| 011M | Reinforced Concrete Pipe Class III – 30-inch diameter (NYSDOT Item 603.6030) | 100 | LF | 0.00 | 0.00 |
| 011N | Reinforced Concrete Pipe End Sections (NYSDOT Item 603.7330). This end section is for Item 011m. | 8 | EA | 0.00 | 0.00 |
| 011P | Reinforced Concrete Pipe Class III – 36-inch diameter (NYSDOT Item 603.6036) | 100 | LF | 0.00 | 0.00 |
| 011Q | Reinforced Concrete Pipe End Sections (NYSDOT Item 603.7336). This end section is for Item 011p. | 8 | EA | 0.00 | 0.00 |
| 012 | AIRFIELD ASPHALT PAVEMENT CRACK SEALING: The quantity ordered and payment will be on a linear foot. Clean, prepare and fill existing cracks in asphalt concrete surface and existing cracks in the joint between existing asphalt concrete shoulder and existing concrete runway/taxiway on Wheeler Sack Army Airfield. | ||||
| 012A | AIRFIELD ASPHALT PAVEMENT CRACK SEALING: The quantity ordered and payment will be on a linear foot. This line item is applicable to all airfield asphalt pavement to include the joint between asphalt pavement and existing concrete runways/taxiways/aprons/ramps. | 45000 | LF | 0.00 | 0.00 |
| 012B | AIRFIELD CONCRETE JOINT REPAIR AND SEALING: The quantity ordered and payment will be on a linear foot (LF) basis. This line item is applicable to concrete transverse and longitudinal joints in runways, taxiways, ramps, aprons, other concrete pavements used for aircraft traffic. Transverse and Longitudinal joints in concrete pavement varies significantly and can range in width from less than 1 inch to 3 inches or greater. | 600000 | LF | 0.00 | 0.00 |
| 013 | CLEANING, SEALING, AND FILLING JOINTS AND CRACKS (NON AIRFIELD ASPHALT PAVEMENT): The quantity ordered and payment will be on a LF basis of existing pavement and/or shoulder surfaces repaired. Work shall be completed in accordance with NYSDOT Standard Specification 633-02. | 600000 | LF | 0.00 | 0.00 |
| 014 | RAISE/LOWER EXISTING UTILITY STRUCTURES TO FINAL GRADE: The quantity ordered and payment shall be based on a per unit basis. Work shall include the raising and lowering of utility manholes covers/frames, handhold pull box frames/covers, valve boxes, and like structures to match final grades. | 50 | EA | 0.00 | 0.00 |
| 015 | SEAL COATING The quantity ordered and payment shall be based on the number of square yards (SY) of asphalt surface area seal coated. Seal coat material shall be coal-tar emulsion meeting the requirements of ASTM D5727 | 10000 | SY | 0.00 | 0.00 |
| 016 | SITE RESTORATION: The quantity ordered and payment shall be based on the number of square yardd (SY) of surface area restored. | ||||
| 016A | TOPSOIL AND HYDROSEED: The quantity ordered and payment shall be based on the number of square yards (SY) of surface area restored with 4-inches topsoil and hydroseed | 1000 | SY | 0.00 | 0.00 |
| 016B | GRAVEL: The quantity ordered and payment shall be based on the number of square yards (SY) of surface area restored with gravel to a depth of 12 inches. | 500 | SY | 0.00 | 0.00 |
| 0.00 | |||||
| T1 | TOTAL TASK ORDER AMOUNT FOR ASSIGNED ELINS | 0.00 | |||
| T2 | TOTAL ESTIMATED PERFORMANCE AND PAYMENT BONDS | % | 0.00 | ||
| T3 | TOTAL TASK ORDER AMOUNT | 0.00 |
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