Attachment_1_-_Exhibit_A-_Detailed_Pricing_Schedule.xlsx

XLSX spreadsheet 21 KB Posted Apr 8, 2016

Attached to: Asphalt Requirements
Solicitation number: W911S2-16-B-8000
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Drum

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Attachment 1 - Exhibit A- Detailed Pricing Schedule

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File	Type	Posted
20160607_Bid_Abstract__Asphalt_Requirement.pdf	PDF	Jun 8, 2016
Attachment_2-Exhibit_B-_Wage_Determination.pdf	PDF	May 23, 2016
W911S2-16-B-8000-0002.pdf	PDF	May 23, 2016
W911S2-16-B-8000-0001.pdf	PDF	Apr 27, 2016
Attachment_8_-_ENG_Form_4025-R.pdf	PDF	Apr 8, 2016
Attachment_7_-_Fort_Drum_Excavation_Permit.pdf	PDF	Apr 8, 2016
Attachment_5_-_Exhibit_D-_CDRLs_D009-D012.pdf	PDF	Apr 8, 2016
Attachment_3_-Exhibit_D-_CDRLs_D001-D004.pdf	PDF	Apr 8, 2016
Attachment_2-Exhibit_B-_Wage_Determination.pdf	PDF	Apr 8, 2016
Attachment_9_-_AIA_Document_G702_G703.pdf	PDF	Apr 8, 2016
Attachment_6-_Exhibit_D-_CDRLs_D013-D016.pdf	PDF	Apr 8, 2016
Attachment_4_-_Exhibit_D-_CDRLs_D005-D008.pdf	PDF	Apr 8, 2016
W911S2-16-B-8000_Asphalt_Requirements.pdf	PDF	Apr 8, 2016

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Contract Period Work

		W911S2-16-B-8000 Asphalt Requirements Fort Drum, NY
	Contract Period Work	36-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 2019.
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
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).	5	AC	$ - 0	$ - 0
002B	MEDIUM: Medium clearing and grubbing is defined as vegetation, brush, and trees > 6 to ≤ 12 inches dbh and all vegetation defined as LIGHT.	3	AC	$ - 0	$ - 0
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	$ - 0
002D	SELECT TREES ≤ 12 Inches dbh: Select individual tree clearing and grubbing is defined as trees ≤ 8 inches dbh. This ELIN shall only be used for the clearing and grubbing of select trees when specifically stated in the statement of work. This ELIN shall not be used to “supplement” LIGHT, MEDIUM, or HEAVY clearing and grubbing defined sites.	50	EA	$ - 0	$ - 0
002E	SELECT TREES > 12 Inches to ≤ 24 Inches dbh: Select individual tree clearing and grubbing is defined as trees ≤ 8 inches dbh. This ELIN shall only be used for the clearing and grubbing of select trees when specifically stated in the statement of work. This ELIN shall not be used to “supplement” LIGHT, MEDIUM, or HEAVY clearing and grubbing defined sites.	25	EA	$ - 0	$ - 0
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.	2500	CY	$ - 0	$ - 0
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.	15000	CY	$ - 0	$ - 0
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 manufactures installation instructions and recommendations. Install geotextile soil stabilization fabric on an appropriately prepared subgrade. Geotextile soil stabilization fabric shall meet NYSDOT Standard Specification Geosynthetics.	75000	SY	$ - 0	$ - 0
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.	2500	SY	$ - 0	$ - 0
006	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	$ - 0
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.	15000	CY	$ - 0	$ - 0
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.	100000	SY	$ - 0	$ - 0
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	$ - 0
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.	5000	SY	$ - 0	$ - 0
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	$ - 0
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 Paint Reflectorized Pavement Stripes – 20 mils (NYSDOT Item 640.20): The quantity ordered and payment shall be feet along the 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.	25,000	LF	$ - 0	$ - 0
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).	100,000	LF	$ - 0	$ - 0
009			EA	$41.60
009C	White Paint Reflectorized Pavement Letter – 20 mils (NYSDOT Item 640.22): The quantity ordered and payment shall be based per letter basis. For example, the word “ONLY” will be measured as 4 units.	72	EA	$ - 0	$ - 0
009			EA
009D	White Paint Reflectorized Pavement Symbols – 20 mils (NYSDOT Item 640.23): The quantity ordered and payment shall be based per symbol basis. Double and triple headed arrows will each be measured as single unit (i.e., there is no difference in measurement between a single, double, or triple headed arrow).	6	EA	$ - 0	$ - 0
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	$ - 0
009F	White Paint Reflectorized Pavement Stop Line – Type B (SL-B) – 20 mils: The quantity ordered and payment shall be based linear foot basis measure along the centerline of the stop line.	288	LF	$ - 0	$ - 0
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 footage of 8-inch wide hatch lines as measured along the centerline of each hatch.	2,500	LF	$ - 0	$ - 0
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 footage of 12-inch wide hatch lines as measured along the centerline of each hatch.	5,000	LF	$ - 0	$ - 0
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 footage of 24-inch wide hatch lines as measured along the centerline of each hatch.	7,500	LF	$ - 0	$ - 0
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.	1	EA	$ - 0	$ - 0
009K	White Paint Reflectorized Pavement Parking Stall – 20 mils: The quantity ordered and payment shall be based on the total linear footage of 4-inch wide pavement striping.	50,000	LF	$ - 0	$ - 0
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.	15	EA	$ - 0	$ - 0
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.	7,500	LF	$ - 0	$ - 0
010	COLD MILLING: The quantity ordered and payment shall be based on the total SY of milled area to 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.	75,000	SY	$ - 0	$ - 0
011	CULVERTS: The quantity ordered and payment shall be based on the per linear foot basis of the specified pipe material and diameter. 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).	256	LF	$ - 0	$ - 0
011B	Corrugated Aluminum End Sections Pipe (NYSDOT Item 603.5424). This end section is for Item 011a.	16	EA	$ - 0	$ - 0
011C	Smooth Interior corrugated Polyethylene Culver and Storm Drain Pipe – 24-inch diameter (NYSDOT Item 603.9824)	128	LF	$ - 0	$ - 0
011D	Corrugated Aluminum End Sections Pipe (NYSDOT Item 603.5430). This end section is for Item 011c.	8	EA	$ - 0	$ - 0
011E	Smooth Interior corrugated Polyethylene Culver and Storm Drain Pipe – 30-inch diameter (NYSDOT Item 603.9830)	32	LF	$ - 0	$ - 0
011F	Corrugated Aluminum End Sections Pipe (NYSDOT Item 603.5436). This end section is for Item 011e.	2	EA	$ - 0	$ - 0
011G	Smooth Interior corrugated Polyethylene Culver and Storm Drain Pipe – 36-inch diameter (NYSDOT Item 603.9836)	32	LF	$ - 0	$ - 0
011H	Corrugated Aluminum End Sections Pipe (NYSDOT Item 603.5442). This end section is for Item 011g.	2	EA	$ - 0	$ - 0
011I	Reinforced Concrete Pipe Class III – 18-inch diameter (NYSDOT Item 603.6018)	128	LF	$ - 0	$ - 0
011J	Reinforced Concrete Pipe End Sections (NYSDOT Item 603.7318). This end section is for Item 011i.	8	EA	$ - 0	$ - 0
011K	Reinforced Concrete Pipe Class III – 24-inch diameter (NYSDOT Item 603.6024)	64	LF	$ - 0	$ - 0
011L	Reinforced Concrete Pipe End Sections (NYSDOT Item 603.7324). This end section is for Item 011k.	4	EA	$ - 0	$ - 0
011M	Reinforced Concrete Pipe Class III – 30-inch diameter (NYSDOT Item 603.6030)	32	LF	$ - 0	$ - 0
011N	Reinforced Concrete Pipe End Sections (NYSDOT Item 603.7330). This end section is for Item 011m.	2	EA	$ - 0	$ - 0
011P	Reinforced Concrete Pipe Class III – 36-inch diameter (NYSDOT Item 603.6036)	32	LF	$ - 0	$ - 0
011Q	Reinforced Concrete Pipe End Sections (NYSDOT Item 603.7336). This end section is for Item 011p.	2	EA	$ - 0	$ - 0
012	AIRFIELD ASPHALT PAVEMENT CRACK SEALING: The quantity ordered and payment will be on a linear foot basis. 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.	375,000	LF	$ - 0	$ - 0
013	CLEANING, SEALING, AND FILLING JOINTS AND CRACKS (NON AIRFIELD ASPHALT PAVEMENT): The quantity ordered will be on a SY basis of existing pavement and/or shoulder surfaces repaired. Work shall be completed in accordance with NYSDOT Standard Specification 633-02.	450,000	LF	$ - 0	$ - 0
014	RAISE/LOWER EXISTING UTILITY STRUCTURES TO FINAL GRADE: The quantity ordered and payment shall be based on the 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.	75	EA	$ - 0	$ - 0
015	SITE RESTORATION: The quantity ordered and payment shall be based on the number of square yard (SY) basis of surface area restored.
015A	TOPSOIL AND HYDROSEED: The existing topsoil areas shall be excavated a minimum of 5 feet beyond the outermost edge of the affected/damaged area to a depth of 4 inches.	50,000	SY	$ - 0	$ - 0
015B	GRAVEL: The existing gravel areas shall be excavated a minimum of 5 feet beyond the outermost edge of the affected/damaged area to a depth of 12 inches.	10,000	SY	$ - 0	$ - 0
					$0.00
	TOTAL TASK ORDER AMOUNT FOR ASSIGNED ELINS				$0.00
	TOTAL ESTIMATED PERFORMANCE AND PAYMENT BONDS	1	%		$0.00
	TOTAL TASK ORDER AMOUNT				$0.00

NOTES TO BIDDERS:

1. THIS DETAILED PRICING SCHEDULE MUST BE COMPLETED IN EXCEL FORM. MANUAL CALCULATIONS WILL NOT BE ACCEPTED.

2. ENTER UNIT PRICES ONLY FOR WORK LINE ITEMS (highlighted yellow). ESTIMATED AMOUNTS ARE CALCULATED BY MULTIPLYING QUANTITY BY UNIT PRICES. THESE FIELDS CANNOT BE ALTERED.

3. ***ELIN 001 GENERAL REQUIREMENTS- THE COST FOR THIS ELIN SHALL BE BASED ON A PERCENTAGE OF THE TOTAL SUMMED CONSTRUCTION ELINS COMBINED. THE AMOUNT IN THE HIGHLIGHTED FIELD FOR THIS ELIN SHALL BE ENTERED AS A PERCENTAGE AND MAY BE UP TO TWO DECIMAL PLACES. FOR EXAMPLE: 3% WILL BE ENTERED AS 3.00, 3.5% WILL BE ENTERED AS 3.50, AND 3.25% WILL BE ENTERED AS 3.25.***

4. ENTER CONTRACTOR BONDING RATE (%) ONLY IN THE UNIT PRICE FIELD (highlighted blue). ESTIMATED BONDING COSTS ARE CALCULATED BY MULTIPLYING THE TOTAL WORK ESTIMATE BY THE BONDING RATE.

5. THE FOLLOWING UNIT ABBREVIATIONS ARE DEFINED AS FOLLOWS:
	EA EACH
	AC PER ACRE
	SY SQUARE YARD
	CY CUBIC YARD
	LF LINEAR FOOT

&"Arial,Bold"Fort Drum Roofing Requirements Takeoff and Invoice Template &8Base Year 20-Nov-13 to 31-Oct-14&"Arial,Regular" &10

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