Attachment 1 - Bid Schedule - KTR - Updated - 11 Feb 2020.xlsx

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IDIQ Paving
Solicitation number
W9124G-20-B-0001
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This document summarizes a federal solicitation for indefinite delivery/indefinite quantity paving services. The solicitation seeks bids for a base period of 12 months with four additional one-year option periods. A minimum of $100,000 in work will be required for the base year only under firm-fixed pricing with economic price adjustment terms. Task orders will be issued by the contracting officer according to the unit price schedule and specifications. The NAICS code is 237310 and small businesses must meet the $35.9 million size standard to qualify as small. The Department of the Army Mission and Installation Contracting Command at Fort Eustis is the issuing agency. Bids are due by March 3, 2020 at 3:00 PM with opening at 3:15 PM. Potential bidders should monitor the SAM.gov site for release and amendments. Point of contact is the listed contracting specialist.

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Other files

File Type Posted
W9124G-20-B-0001 Amendment 0002.pdf PDF
W9124G-15-D-0001 - QsAs - 28 Feb 2020.pdf PDF
W9124G-15-D-0001 - Qs & As.pdf PDF
W9124G-20-B-0001 Amendment 0001.pdf PDF
Attachment 8 - ENG Form 4025-R Mar 2012 - Submittal Form.pdf PDF
Attachment 7 - Section 32 01 16 73 Coal Tar Concentrate Pavement Sealer.pdf PDF
W9124G-20-B-0001.pdf PDF
Attachment 5 - UFGS 32 12 15.13 dated July 2019.pdf PDF
Attachment 4 - UFC 3-260-01 Sec 11 dated 4 Feb 2019.pdf PDF
Attachment 3 - ALDOT, Standard Specifications for Highway Construction 2018 Edition.pdf PDF
Attachment 1 - Bid Schedule - KTR.XLSX XLSX spreadsheet
Attachment 6 - UFC-3-260-04 dated 16 May 2018.pdf PDF
Attachment 2 - Price Adjustment - DRAFT.pdf PDF
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Base Year

BIDDING SCHEDULEBASE YEAR
ITEM NO.DESCRIPTIONUNITPRICEEST QTYTOTAL
0001Clearing and Grubbing (AHS DOC 201) Completion Time (CT): 3 days/2 AcreAcre$ - 04$ - 0
0002Removing Trees (AHS DOC 201) CT: 3 Trees/dayEach$ - 04$ - 0
0003Removing Concrete Sidewalk (AHS DOC 206) CT: 25 SY/daySquare Yard$ - 0120$ - 0
0004Removing Concrete Pavement (AHS DOC 206) CT: 25 SY/daySquare Yard$ - 0400$ - 0
0005Removing Asphalt Pavement (AHS DOC 206) CT: 25 SY/daySquare Yard$ - 01,750$ - 0
0006Removing Pipe (6"-24") (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 020$ - 0
0007Removing Large Pipe (30"-60") (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 05$ - 0
0008Removing X-Large Pipe (>60") (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 04$ - 0
0009Removing Old Box Culvert (AHS DOC 206) CT: 10 LF/day Note: Maximum culvert size: 10'x10'Linear Foot$ - 04$ - 0
0010Removing Curb (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 0230$ - 0
0011Removing Combination Curb & Gutter (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 055$ - 0
0012Removing Guardrail (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 0125$ - 0
0013Removing Rail Road Track (AHS DOC 206) CT: 25 LF/dayLinear Foot$ - 025$ - 0
0014Removing Headwall (6"-24") (AHS DOC 206) CT: 2 days/eaEach$ - 04$ - 0
0015Removing Large Headwall (30"-60") (AHS DOC 206) CT: 3 days/eaEach$ - 04$ - 0
0016Removing Inlet (6"-24") (AHS DOC 206) CT: 3 days/EAEach$ - 04$ - 0
0017Removing Large Inlet (30"-60") (AHS DOC 206) CT: 3 days/eaEach$ - 04$ - 0
0018Saw Cutting Reinforced Concrete Slab up to 10" depthLinear Foot$ - 01000$ - 0
(This CLIN Information Only) 0019UNCLASSIFIED EXCAVATION (AHS DOC 210)
0020Unclassified Excavation (1-100 CY) CT: 100 CY/dayCubic Yard$ - 060$ - 0
0021Unclassified Excavation (101-1000 CY) CT: 100 CY/dayCubic Yard$ - 0200$ - 0
0022Unclassified Excavation (>1,000 CY) CT: 100 CY/dayCubic Yard$ - 05,750$ - 0
0023Muck Excavation (AHS DOC 210) CT: 25 CY/dayCubic Yard$ - 013$ - 0
(This CLIN Information Only) 0024BORROW EXCAVATION (AHS DOC 210) (Note: All Testing Included in Unit Price)
0025Borrow Excavation (1-100 CY) CT: 100 CY/dayCubic Yard$ - 0120$ - 0
0026Borrow Excavation (101-500 CY) CT: 100 CY/dayCubic Yard$ - 0130$ - 0
0027Borrow Excavation (>500 CY) CT: 100 CY /dayCubic Yard$ - 03,650$ - 0
0028Machine Grading Shoulders (AHS DOC 212) (Note: 1 STA=100 LF) CT: 3 STA/dayStation$ - 0135$ - 0
0029Structure Excavation (AHS DOC 214) CT: 75 CY/dayCubic Yard$ - 0100$ - 0
0030Foundation Backfill (AHS DOC 214) CT: 10 CY/dayCubic Yard$ - 025$ - 0
(This CLIN Information Only) 0031ROADBED PROCESSING (AHS DOC 230)
0032Roadbed Processing (1-2,000 SY) CT: 100 SY/daySquare Yard$ - 0500$ - 0
0033Roadbed Processing (>2,000 SY) CT: 100 SY/daySquare Yard$ - 03,850$ - 0
0034Pneumatic Roller Compaction CT: 250 SY/daySquare Yard$ - 04$ - 0
0035Roadbed Stabilizing Material (AHS DOC 231) CT: 5 Tons/dayTon$ - 020$ - 0
(This CLIN Information Only) 0036GRANULAR SOIL BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price)
0037Granular Soil Base Course (1-2,000 SY) CT: 250 SY/daySquare Yard$ - 01,750$ - 0
0038Granular Soil Base Course (>2,000 SY) CT: 250 SY/daySquare Yard$ - 03,500$ - 0
(This CLIN Information Only) 0039SOIL AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price)
0040Soil Aggregate Base Course (1-2,000 SY) CT: 100 SY/daySquare Yard$ - 0100$ - 0
0041Soil Aggregate Base Course (>2,000 SY) CT: 100 SY/daySquare Yard$ - 0400$ - 0
(This CLIN Information Only) 0042CRUSHED AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) Note: 1 Ton = 3 SY
0043Crushed Aggregate Base Course (1-2,000 SY) CT: 100 SY/daySquare Yard$ - 0500$ - 0
0044Crushed Aggregate Base Course (>2,000 SY) CT: 100 SY/daySquare Yard$ - 05250$ - 0
0045Compaction Test (Nuclear Method (AHS DOC 306) CT: N/AEach$ - 04$ - 0
0046Proctor Density Test (AHS DOC 306) CT: 2 Ea/dayEach$ - 04$ - 0
0047Bituminous Treatment Prime Coat A (AHS DOC 401) CT: N/ASquare Yard$ - 01250$ - 0
0048Bituminous Surface Treatment J (AHS DOC 401) CT: 250 SY/daySquare Yard$ - 01500$ - 0
0049Bituminous Surface Treatment K (AHS DOC 401) CT: 250 SY/daySquare Yard$ - 01500$ - 0
0050Bituminous Surface Treatment L (AHS DOC 401) CT: 250 SY/daySquare Yard$ - 01500$ - 0
0051Slurry Seal Coat Type 1 (AHS DOC 402) CT: 10 days/5,000 SYSquare Yard$ - 01500$ - 0
0052Coal Tar Concentrate Pavement Sealer With Sand (Application equipment must have continuous agitation or mixing capabilities)(1-2,000SY) (Section 32 01 16 73) CT: 1 days/500 SYSquare Yard$ - 0500$ - 0
0053Coal Tar Concentrate Pavement Sealer With Sand (Application equipment must have continuous agitation or mixing capabilities)(>2,001SY) (Section 32 01 16 73) CT: 1 days/500 SYSquare Yard$ - 02500$ - 0
0054Tack Coat (AHS DOC 405) CT: 200 GA/dayGallon$ - 05500$ - 0
(This CLIN Information Only) 0055PLANNING (MILLING) OF EXISTING PAVEMENT (TO 1" THICKNESS) (AHS DOC 408)
0056Planning (Milling) of Existing Pavement (To 1" Thickness) (1-5,000 SY) CT: 500 SY/daySquare Yard$ - 01,500$ - 0
0057Planning (Milling) of Existing Pavement (To 1" Thickness (>5,000 SY) CT: 500 SY/daySquare Yard$ - 033,000$ - 0
(This CLIN Information Only) 0058ADDITIONAL PLANNING (MILLING) PAVEMENT (From 1" to 3") (AHS DOC 408) (1" Thick per SY, Orderable in 2" thick per SY increments)
0059Additional Planning (Milling) Pavement (From 1" to 3") (1-5,000 SY) CT: 500 SY/daySquare Yard$ - 01500$ - 0
0060Additional Planning (Milling) Pavement (From 1" to 3") (>5,000 SY) CT: 500 SY/daySquare Yard$ - 022500$ - 0
(This CLIN Information Only) 0061AIRFIELD PAVEMENT (TS DOC) (UFGS 32 12 15)
0062Airfield Pavement (1-500 Tons) CT: 250 Tons/dayTon$ - 0100$ - 0
0063Airfield Pavement (>500 Tons) CT: 250 Tons/dayTon$ - 04,250$ - 0
(This CLIN Information Only) 0064SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER (1"), ESAL RANGE C/D (AHS DOC 424)
0065Superpave Bituminous Concrete Upper Binder Layer (1"), ESAL Range C/D (1-100 Tons) CT: 10 Tons/dayTon$ - 025$ - 0
0066Superpave Bituminous Concrete Upper Binder Layer (1"), ESAL Range C/D (>100 Tons) CT: 10 Tons/dayTon$ - 0225$ - 0
(This CLIN Information Only) 0067SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, PATCHING (1"), ESAL RANGE C/D (AHS DOC 424)
0068Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (1-25 Tons) CT: 5 Tons/dayTon$ - 025$ - 0
0069Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (>25 Tons) CT: 5 Tons/dayTon$ - 0100$ - 0
(This CLIN Information Only) 0070SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, WIDENING (1"), ESAL RANGE C/D (AHS DOC 424)
0071Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (1-100 Tons) CT: 5 Tons/dayTon$ - 015$ - 0
0072Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (>100 Tons) CT: 5 Tons/dayTon$ - 0100$ - 0
(This CLIN Information Only) 0073SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (1/2"), ESAL RANGE C/D (AHS DOC 424)
0074Superpave Bituminous Concrete Wearing Surface Layer (1/2"), ESAL Range C/D (1-200 Tons) CT: 250 Tons/dayTon$ - 0125$ - 0
0075Superpave Bituminous Concrete Wearing Surface Layer (1/2") (201-500 Tons) CT: 250 Tons/dayTon$ - 0400$ - 0
0076Superpave Bituminous Concrete Wearing Surface Layer (1/2"), ESAL Range C/D (>500 Tons) CT: 250 Tons/dayTon$ - 02,760$ - 0
(This CLIN Information Only) 0077SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (3/8"), ESAL RANGE C/D (AHS DOC 424)
0078Superpave Bituminous Concrete Wearing Surface Layer (3/8"), ESAL Range C/D (1-200 Tons) CT: 250 Tons/dayTon$ - 050$ - 0
0079Superpave Bituminous Concrete Wearing Surface Layer (3/8") (201-500 Tons) CT: 250 Tons/dayTon$ - 0100$ - 0
0080Superpave Bituminous Concrete Wearing Surface Layer (3/8"), ESAL Range C/D (>500 Tons) CT: 250 Tons/dayTon$ - 0225$ - 0
(This CLIN Information Only) 0081SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER - PATCHING (1/2"), ESAL RANGE C/D (AHS DOC 424)
0082Superpave Bituminous Concrete Wearing Layer-Patching (1/2"), ESAL Range C/D (1-25 Tons) CT: 5 Tons/dayTon$ - 05$ - 0
0083Superpave Bituminous Concrete Wearing Layer-Patching (1/2"), ESAL Range C/D (>25 Tons) CT: 5 Tons/dayTon$ - 030$ - 0
(This CLIN Information Only) 0084SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER-LEVELING (3/8"), ESAL RANGE C/D (AHS DOC 424)
0085Superpave Bituminous Concrete Wearing Layer-Leveling (3/8"), ESAL Range C/D (1-250 Tons) CT: 25 Tons/dayTon$ - 0175$ - 0
0086Superpave Bituminous Concrete Wearing Layer-Leveling (3/8") (>250 Tons) CT: 25 Tons/dayTon$ - 0350$ - 0
(This CLIN Information Only) 0087SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER-WIDENING (1/2"), ESAL RANGE C/D (AHS DOC 424)
0088Superpave Bituminous Concrete Wearing Layer-Widening (1/2"), ESAL Range C/D (1-100 Tons) CT: 25 Tons/dayTon$ 2.0025$ 50.00
0089Superpave Bituminous Concrete Wearing Layer-Widening (1/2"), ESAL Range C/D (>100 Tons) CT: 25 Tons/dayTon$ 2.00120$ 240.00
0090Aggregate Surfacing (AHS DOC 430) (Note: 1 Ton = 4.45 SY @ 6" thick) CT: 100 Tons/dayTon$ 2.00100$ 200.00
0091Plain or Reinforced Cement Concrete Pavement 4" Thick (AHS DOC 450) CT: 25 SY/daySquare Yard$ 2.00525$ 1,050.00
0092Plain or Reinforced Cement Concrete Pavement 6" Thick (AHS DOC 450) CT: 25 SY/daySquare Yard$ 2.00450$ 900.00
0093Plain or Reinforced Cement Concrete Pavement 8" Thick (AHS DOC 450) CT: 25 SY/daySquare Yard$ 2.00550$ 1,100.00
0094Plain or Reinforced Cement Concrete Pavement 12" Thick (AHS DOC 450) CT: 25 SY/daySquare Yard$ 2.0050$ 100.00
00956"x6"-W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/ASquare Yard$ 2.001,500$ 3,000.00
00964"x4" - W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/ASquare Yard$ 2.00400$ 800.00
0097ASTM Standard Reinforced Bars Steel Reinforcement (AHS DOC 502) CT: 300 lb/dayPound$ 2.00400$ 800.00
0098Reinforced Culvert Concrete (Precast or C.I.P. (AHS DOC 524) CT: 1 CY/day Note: Reinforcement will be paid separate under Item 0095Cubic Yard$ 2.0014$ 28.00
0099Reinforced Culvert Concrete Extension (Precast or C.I.P. (AHS DOC 524) CT: 1 CY/day Note: Reinforcement will be paid separate under Item 0095Cubic Yard$ 2.004$ 8.00
010012" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ 2.0048$ 96.00
010118" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ 2.0048$ 96.00
010224" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ 2.0048$ 96.00
010330" Roadway Pipe Class 3 R. C. Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ 2.0048$ 96.00
010436" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ 2.0048$ 96.00
010548" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ 2.0048$ 96.00
010660" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ 2.0048$ 96.00
010712" Smooth Lined Round Galvanized Corrugated Steel Pipe, (1/2" Corrugation,0.079" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ 2.0048$ 96.00
010815" Smooth Lined Round Galvanized Corrugated Steel Pipe, (1/2" Corrugation, 0.079" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ 2.0048$ 96.00
010918" Smooth Lined Round Galvanized Corrugated Steel Pipe, (1/2" Corrugation, 0.079" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ 2.0048$ 96.00
011024" Smooth Lined Round Galvanized Corrugated Metal Pipe, (1/2" Corrugation, 0.079" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ 2.0048$ 96.00
011136" Smooth Lined Round Galvanized Corrugated Metal Pipe, (1/2" Corrugation, 0.109" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ 2.0048$ 96.00
011248" Smooth Lined Round Galvanized Corrugated Metal Pipe, (1/2" Corrugation, 0.109" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ 2.0048$ 96.00
011360" Smooth Lined Round Galvanized Corrugated Metal Pipe, (1/2" Corrugation, 0.138" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ 2.0048$ 96.00
(This CLIN Information Only) 01146" UNDERDRAIN PIPE, TYPE 9 OR 10 (AHS DOC 606)0
0115Bottom of Trench Below Existing Ground Less Than or Equal to 3' CT: 20 LF/dayLinear Foot$ - 045$ - 0
0116Bottom of Trench Between 3' and No More Than 6' CT: 20 LF/day (max bid less than or = 120% of Item 0115)Linear Foot$ - 0150$ - 0
0117Bottom of Trench Between 6' and No More Than 9' CT: 20 LF/day (max bid less than or = 150% of Item 0115)Linear Foot$ - 055$ - 0
0118Bottom of Trench Between 9' and No More Than 12' CT: 20 LF/day (max bid less than or = 175% of Item (0115)Linear Foot$ - 025$ - 0
0119Paving Geotextiles (AHS DOC 607) CT: 250 SY/daySquare Yard$ - 012$ - 0
0120Asphalt Sealant (AHS DOC 607) CT: N/AGallon$ - 0100$ - 0
0121Loose Riprap, Class 1 or 2 (AHS DOC 610 CT: 15 Tons/dayTon$ - 0450$ - 0
0122Filter Blanket, Geotextile Non-Woven (AHS DOC 610) CT: N/ASquare Yard$ - 0470$ - 0
0123Slope Paving (AHS DOC 614) CT: 2 CY/dayCubic Yard$ - 0200$ - 0
0124Reinforced Slope Paving (AHS DOC 614), included reinforcement is Item 0095 CT: 2 CY/dayCubic Yard$ - 0125$ - 0
0125Reinforced Concrete Sidewalk 4" Thick (AHS DOC 618), included reinforcement is Item 0095 CT: 10 SY/daySquare Yard$ - 0300$ - 0
0126Reinforced Concrete Driveway 6" Thick(AHS DOC 618) , included reinforcement is Item 0095 CT: 10 SY/daySquare Yard$ - 0110$ - 0
012712" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EAEach$ - 012$ - 0
012818" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EAEach$ - 06$ - 0
012924" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EAEach$ - 05$ - 0
013030" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EAEach$ - 04$ - 0
013136" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EAEach$ - 04$ - 0
0132Minor Structure Concrete (1-5 CY) (AHS DOC 620) CT: 1 CY/dayCubic Yard$ - 07$ - 0
0133Minor Structure Concrete (>5 CY) (AHS DOC 620) CT: 1 CY/dayCubic Yard$ - 021$ - 0
0134Junction Boxes, Type 1 (AHS DOC 621) CT: 3 EA/dayEach$ - 04$ - 0
0135Junction Box Unit, Type 1 (AHS DOC 621) CT: N/AEach$ - 04$ - 0
0136Inlets, Type B (AHS DOC 621) CT: 3 days/EAEach$ - 04$ - 0
0137Inlet Units, Type B (AHS DOC 621) CT: N/AEach$ - 04$ - 0
0138Inlets, Type C (AHS DOC 621) CT: 3 days/EAEach$ - 05$ - 0
0139Inlet Units, Type C (AHS DOC 621) CT: N/AEach$ - 07$ - 0
0140Inlets, Type S3, One Wing (30" Pipe Max) (AHS DOC 621) CT: 3 days/EAEach$ - 04$ - 0
0141Inlets, Type S3, Two Wings (30" Pipe Max) (AHS DOC 621) CT: 3 days/EAEach$ - 04$ - 0
0142Inlet Units, Type S3 (30" Pipe Max) (AHS DOC 621) CT: N/AEach$ - 04$ - 0
0143Metal Grate and Seat 2'x2' (AHS DOC 621) CT 2SF/dayEach$ - 04$ - 0
014472" Manholes, Type M (Top Included) (AHS DOC 621) CT: N/AEach$ - 04$ - 0
014572" Manhole/Yard Inlet Units, (AHS DOC 621) CT: N/AEach$ - 05$ - 0
014672" Yard Inlet (Top Included)Each$ - 04$ - 0
0147Manhole Covers Reset (AHS DOC 622) CT: 1 day/EAEach$ - 04$ - 0
0148Gratings Reset (AHS DOC 622) CT: 1 day/EAEach$ - 04$ - 0
0149Concrete Gutter (AHS DOC 623) CT: 15 LF/dayLinear Foot$ - 0100$ - 0
(This CLIN Information Only) 0150CONCRETE CURB, TYPE N (AHS DOC 623)
0151Concrete Curb, Type N (1-250 LF) CT: 50 LF/dayLinear Foot$ - 0120$ - 0
0152Concrete Curb, Type N (>250 LF) CT: 50 LF/dayLinear Foot$ - 0400$ - 0
(This CLIN Information Only) 0153COMBINATION CURB AND GUTTER, TYPE C (AHS DOC 623)
0154Combination Curb and Gutter, Type C (1-250 LF) CT: 50 LF/dayLinear Foot$ - 060$ - 0
0155Combination Curb and Gutter Type C (>250 LF/day) CT: 50 LF/dayLinear Foot$ - 0378$ - 0
0156Steel Beam Guardrail, Class A (AHS DOC 630) CT: 50 LF/dayLinear Foot$ - 0300$ - 0
0157Steel Beam Guardrail, Class B (AHS DOC 630) CT: 50 LF/dayLinear Foot$ - 0300$ - 0
0158Guardrail End Anchor, Type 10 (AHS DOC 630) CT: 2 days/EAEach$ - 04$ - 0
0159Guardrail End Anchor, Type 20 (AHS DOC 630) CT: 2 days/EAEach$ - 04$ - 0
0160Guardrail End Anchor, Type Special (AHS DOC 630) CT: 5 days/EAEach$ - 04$ - 0
0161Chain Link Industrial Fence (6' height, 3 Strands Barb Wire (AHS DOC 634) CT : 50LF/dayLinear Foot$ - 0250$ - 0
0162Water Meters Reset (AHS DOC 643) CT: 1 day/EAEach$ - 04$ - 0
0163Valve Boxes Reset (AHS DOC 643) CT: 1 day/EAEach$ - 04$ - 0
0164Topsoil (AHS DOC 650) CT: 10 CY/dayCubic Yard$ - 075$ - 0
0165Seeding (AHS) DOC 652) CT: 2 Acre/dayAcre$ - 05$ - 0
0166Solid Sodding (AHS DOC 654) CT: 100 SY/daySquare Yard$ - 03,150$ - 0
0167Mulching, Class A Type 1 (AHS DOC 656) CT: 2 Acre/dyAcre$ - 05$ - 0
0168Erosion Control Netting, Class B (AHS DOC 659) CT: 120 SY/daySquare Yard$ - 01,700$ - 0
0169Hay Bales (AHS DOC 665) CT: 10 EA/dayEach$ - 025$ - 0
0170Silt Fence, Type A (AHS DOC 665) CT: 50 LF/dayLinear Foot$ - 03,600$ - 0
0171Wattles (AHS DOC 665) CT: 100 LF/dayLinear Foot$ - 0400$ - 0
0172Floating Basin Boom Type 1 (AHS DOC 665) CT 50 LF/dayLinear Foot$ - 0400$ - 0
(This CLIN Information Only) 0173TRAFFIC AND AIRFIELD STRIPE (AHS DOC 701)
0174Solid 4" Class 1, Type A CT: 5 MI/day (Note: Reflective Paint for Roadways)Miles$ - 067$ - 0
0175Solid 4" Class 1, Type A CT: 400 LF/day (Note: Reflective Paint for Parking Lots)Linear Foot$ - 032,000$ - 0
0176Solid 6" Class 1, Type A CT: 5 MI/day (Note: Reflective Paint for Roadways or Airfields)Miles$ - 020$ - 0
0177Solid 6" Class 1, Type B CT: 5 MI/day (Note: Non-reflective Paint for Airfields)Miles$ - 08$ - 0
0178Solid 4" Class 2, Type A CT: 3 MI/day (Note: Reflective Thermoplastic for Roadways)Miles$ - 012$ - 0
0179Solid 5" Class 2, Type A CT: 3 MI/day (Note: Reflective Thermoplastic for Roadways)Miles$ - 015$ - 0
0180Broken 4" Class 1, Type A CT: 5 MI/day (Note: for roadways)Miles$ - 04$ - 0
0181Broken 4" Class 2, Type A CT: 3 MI/day (Note: for roadways)Miles$ - 05$ - 0
0182Broken 6" Class 1, Type A CT: 5 MI/day (Note: for roadways)Miles$ - 04$ - 0
0183Broken 5" Class 2, Type A CT: 3 MI/day (Note: for roadways)Miles$ - 06$ - 0
0184Dotted 4" Class 2, Type A CT: 750 LF/dayLinear Foot$ - 0980$ - 0
0185Dotted 5" Class 2, Type A CT: 750 LF/dayLinear Foot$ - 01,200$ - 0
0186Solid or Broken Temporary Traffic Stripe CT: 2 MI/dayMiles$ - 038$ - 0
0187Solid or Broken Stripe Removed CT: 2 MI/dayMiles$ - 04$ - 0
(This CLIN Information Only) 0188TRAFFIC CONTROL MARKINGS AND LEGENDS (AHS DOC 703)
0189Traffic Control Markings, Class 1 Type A CT: 500 SF/day (Note: Reflective paint for roadways and parking lots)Square Foot$ - 06,500$ - 0
0190Traffic Control Markings, Class 1 Type B CT: 500 SF/day (Note: Non-reflective paint for airfields)Square Foot$ - 020,000$ - 0
0191Traffic Control Markings, Class 2 Type A CT: 500 SF/day (Note: Reflective thermoplastic for roadways)Square Foot$ - 01,800$ - 0
0192Traffic Control Legends, Class 1 Type A CT: 500 SF/day (Note: Reflective paint for roadways and parking lots)Square Foot$ - 0100$ - 0
0193Traffic Control Legends, Class 1 Type B CT: 500 SF/day (Note: Non-reflective paint for airfields)Square Foot$ - 050$ - 0
0194Traffic Control Legends, Class 2 Type A CT: 500 SF/day (Note: Reflective thermoplastic for roadways)Square Foot$ - 075$ - 0
0195Removal of Traffic Control Markings or Legends CT: 1,500 SF/daySquare Foot$ - 040$ - 0
0196Temporary Traffic Control Markings or Legends CT: 500 SF/daySquare Foot$ - 09,000$ - 0
0197Pavement Markers, Class A, Type 1 or 2 (AHS DOC 705) CT: 500 SF/dayEach$ - 0400$ - 0
(This CLIN Information Only) 0198ROADWAY SIGNS (AHS DOC 710)
0199Class 4, Aluminum Flat Sign Panels, (Back shall be Coated Brown) CT: 15 SF/daySquare Foot$ - 045$ - 0
0200Roadway Sign Post (Brown Baked) CT: 100 LF/dayLinear Foot$ - 0100$ - 0
0201Removal of Existing Roadway Signs CT: 10 EA/dayEach$ - 090$ - 0
0202Roadway Sign Relocation (AHS DOC 711) CT: 5 EA/dayEach$ - 012$ - 0
(This CLIN Information Only) 0203PC WHEEL STOP PARKING BARRIER-INCLUDING DOWELS (6"x10"x6'x-0" precast concrete)
0204Furnish and Install PC Wheel Stop Parking Barrier Including Dowels CT: 15 EA/dayEach$ - 050$ - 0
0205Remove and Reset Existing Precast Concrete Wheel stop Parking Barrier Including Dowels CT: 15 EA/dayEach$ - 025$ - 0
0206Replace Traffic Activator Loops as required (AHS DOC 730) CT: 1 EA/day (Note: saw cut 2" depth, install #12 AWG activator loop conductor, and seal with a weatherproof epoxy resin sealer; work includes pulling conductor through conduit, and all service connections to return to full service).Each$ - 04$ - 0
0207Asphalt Coring Investigation (1 Set=5 Cores) CT: 2 SETS/daySet$ - 04$ - 0
0208Static Ground Device Installed and Tested (UFC 3-260-01) CT: 2 EA/day (Note: Closed Eye Static Ground Only. See Figure B11-12)Each$ - 04$ - 0
0209Mooring Device Installed (UFC 3-260-01) CT: 6 EA/day (Note: Device Shall Be Cast in Ductile Iron 80-55-06 or Equal with No holes)Each$ - 06$ - 0
0210NPDES Notice of Intent/Inspection/Corrections/NOT/ CBMPP Prepared (Project Location only under 5 acres) (AHS DOC 107) 14 days/eachEach$ - 04$ - 0
0211PRIORITY CONSTRUCTION SITES NPDES Notice of Intent/Inspection/Corrections/NOT/ CBMPP Prepared and Certified (Project Location only under 5 acres) (AHS DOC 107) 45 days/eachEach$ - 04$ - 0
0212Non PricedLot$ - 04$ - 0

$9,620.00

Option Year I

BIDDING SCHEDULEBASE YEAR
ITEM NO.DESCRIPTIONUNITPRICEEST QTYTOTAL
1001Clearing and Grubbing (AHS DOC 201) Completion Time (CT): 3 days/2 AcreAcre$ - 04$ - 0
1002Removing Trees (AHS DOC 201) CT: 3 Trees/dayEach$ - 04$ - 0
1003Removing Concrete Sidewalk (AHS DOC 206) CT: 25 SY/daySquare Yard$ - 0120$ - 0
1004Removing Concrete Pavement (AHS DOC 206) CT: 25 SY/daySquare Yard$ - 0400$ - 0
1005Removing Asphalt Pavement (AHS DOC 206) CT: 25 SY/daySquare Yard$ - 01,750$ - 0
1006Removing Pipe (6"-24") (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 020$ - 0
1007Removing Large Pipe (30"-60") (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 05$ - 0
1008Removing X-Large Pipe (>60") (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 04$ - 0
1009Removing Old Box Culvert (AHS DOC 206) CT: 10 LF/day Note: Maximum culvert size: 10'x10'Linear Foot$ - 04$ - 0
1010Removing Curb (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 0230$ - 0
1011Removing Combination Curb & Gutter (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 055$ - 0
1012Removing Guardrail (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 0125$ - 0
1013Removing Rail Road Track (AHS DOC 206) CT: 25 LF/dayLinear Foot$ - 025$ - 0
1014Removing Headwall (6"-24") (AHS DOC 206) CT: 2 days/eaEach$ - 04$ - 0
1015Removing Large Headwall (30"-60") (AHS DOC 206) CT: 3 days/eaEach$ - 04$ - 0
1016Removing Inlet (6"-24") (AHS DOC 206) CT: 3 days/EAEach$ - 04$ - 0
1017Removing Large Inlet (30"-60") (AHS DOC 206) CT: 3 days/eaEach$ - 04$ - 0
1018Saw Cutting Reinforced Concrete Slab up to 10" depthLinear Foot$ - 01000$ - 0
(This CLIN Information Only) 1019UNCLASSIFIED EXCAVATION (AHS DOC 210)
1020Unclassified Excavation (1-100 CY) CT: 100 CY/dayCubic Yard$ - 060$ - 0
1021Unclassified Excavation (101-1000 CY) CT: 100 CY/dayCubic Yard$ - 0200$ - 0
1022Unclassified Excavation (>1,000 CY) CT: 100 CY/dayCubic Yard$ - 05,750$ - 0
1023Muck Excavation (AHS DOC 210) CT: 25 CY/dayCubic Yard$ - 013$ - 0
(This CLIN Information Only) 1024BORROW EXCAVATION (AHS DOC 210) (Note: All Testing Included in Unit Price)
1025Borrow Excavation (1-100 CY) CT: 100 CY/dayCubic Yard$ - 0120$ - 0
1026Borrow Excavation (101-500 CY) CT: 100 CY/dayCubic Yard$ - 0130$ - 0
1027Borrow Excavation (>500 CY) CT: 100 CY /dayCubic Yard$ - 03,650$ - 0
1028Machine Grading Shoulders (AHS DOC 212) (Note: 1 STA=100 LF) CT: 3 STA/dayStation$ - 0135$ - 0
1029Structure Excavation (AHS DOC 214) CT: 75 CY/dayCubic Yard$ - 0100$ - 0
1030Foundation Backfill (AHS DOC 214) CT: 10 CY/dayCubic Yard$ - 025$ - 0
(This CLIN Information Only) 1031ROADBED PROCESSING (AHS DOC 230)
1032Roadbed Processing (1-2,000 SY) CT: 100 SY/daySquare Yard$ - 0500$ - 0
1033Roadbed Processing (>2,000 SY) CT: 100 SY/daySquare Yard$ - 03,850$ - 0
1034Pneumatic Roller Compaction CT: 250 SY/daySquare Yard$ - 04$ - 0
1035Roadbed Stabilizing Material (AHS DOC 231) CT: 5 Tons/dayTon$ - 020$ - 0
(This CLIN Information Only) 0036GRANULAR SOIL BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price)
0037Granular Soil Base Course (1-2,000 SY) CT: 250 SY/daySquare Yard$ - 01,750$ - 0
0038Granular Soil Base Course (>2,000 SY) CT: 250 SY/daySquare Yard$ - 03,500$ - 0
(This CLIN Information Only) 1039SOIL AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price)
1040Soil Aggregate Base Course (1-2,000 SY) CT: 100 SY/daySquare Yard$ - 0100$ - 0
1041Soil Aggregate Base Course (>2,000 SY) CT: 100 SY/daySquare Yard$ - 0400$ - 0
(This CLIN Information Only) 1042CRUSHED AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) Note: 1 Ton = 3 SY
1043Crushed Aggregate Base Course (1-2,000 SY) CT: 100 SY/daySquare Yard$ - 0500$ - 0
1044Crushed Aggregate Base Course (>2,000 SY) CT: 100 SY/daySquare Yard$ - 05250$ - 0
1045Compaction Test (Nuclear Method (AHS DOC 306) CT: N/AEach$ - 04$ - 0
1046Proctor Density Test (AHS DOC 306) CT: 2 Ea/dayEach$ - 04$ - 0
1047Bituminous Treatment Prime Coat A (AHS DOC 401) CT: N/ASquare Yard$ - 01250$ - 0
1048Bituminous Surface Treatment J (AHS DOC 401) CT: 250 SY/daySquare Yard$ - 01500$ - 0
1049Bituminous Surface Treatment K (AHS DOC 401) CT: 250 SY/daySquare Yard$ - 01500$ - 0
1050Bituminous Surface Treatment L (AHS DOC 401) CT: 250 SY/daySquare Yard$ - 01500$ - 0
1051Slurry Seal Coat Type 1 (AHS DOC 402) CT: 10 days/5,000 SYSquare Yard$ - 01500$ - 0
1052Coal Tar Concentrate Pavement Sealer With Sand (Application equipment must have continuous agitation or mixing capabilities)(1-2,000SY) (Section 32 01 16 73) CT: 1 days/500 SYSquare Yard$ - 0500$ - 0
1053Coal Tar Concentrate Pavement Sealer With Sand (Application equipment must have continuous agitation or mixing capabilities)(>2,001SY) (Section 32 01 16 73) CT: 1 days/500 SYSquare Yard$ - 02500$ - 0
1054Tack Coat (AHS DOC 405) CT: 200 GA/dayGallon$ - 05500$ - 0
(This CLIN Information Only) 1055PLANNING (MILLING) OF EXISTING PAVEMENT (TO 1" THICKNESS) (AHS DOC 408)
1056Planning (Milling) of Existing Pavement (To 1" Thickness) (1-5,000 SY) CT: 500 SY/daySquare Yard$ - 01,500$ - 0
1057Planning (Milling) of Existing Pavement (To 1" Thickness (>5,000 SY) CT: 500 SY/daySquare Yard$ - 033,000$ - 0
(This CLIN Information Only) 1058ADDITIONAL PLANNING (MILLING) PAVEMENT (From 1" to 3") (AHS DOC 408) (1" Thick per SY, Orderable in 2" thick per SY increments)
1059Additional Planning (Milling) Pavement (From 1" to 3") (1-5,000 SY) CT: 500 SY/daySquare Yard$ - 01500$ - 0
1060Additional Planning (Milling) Pavement (From 1" to 3") (>5,000 SY) CT: 500 SY/daySquare Yard$ - 022500$ - 0
(This CLIN Information Only) 1061AIRFIELD PAVEMENT (TS DOC) (UFGS 32 12 15)
1062Airfield Pavement (1-500 Tons) CT: 250 Tons/dayTon$ - 0100$ - 0
1063Airfield Pavement (>500 Tons) CT: 250 Tons/dayTon$ - 04,250$ - 0
(This CLIN Information Only) 1064SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER (1"), ESAL RANGE C/D (AHS DOC 424)
1065Superpave Bituminous Concrete Upper Binder Layer (1"), ESAL Range C/D (1-100 Tons) CT: 10 Tons/dayTon$ - 025$ - 0
1066Superpave Bituminous Concrete Upper Binder Layer (1"), ESAL Range C/D (>100 Tons) CT: 10 Tons/dayTon$ - 0225$ - 0
(This CLIN Information Only) 1067SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, PATCHING (1"), ESAL RANGE C/D (AHS DOC 424)
1068Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (1-25 Tons) CT: 5 Tons/dayTon$ - 025$ - 0
1069Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (>25 Tons) CT: 5 Tons/dayTon$ - 0100$ - 0
(This CLIN Information Only) 1070SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, WIDENING (1"), ESAL RANGE C/D (AHS DOC 424)
1071Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (1-100 Tons) CT: 5 Tons/dayTon$ - 015$ - 0
1072Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (>100 Tons) CT: 5 Tons/dayTon$ - 0100$ - 0
(This CLIN Information Only) 1073SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (1/2"), ESAL RANGE C/D (AHS DOC 424)
1074Superpave Bituminous Concrete Wearing Surface Layer (1/2"), ESAL Range C/D (1-200 Tons) CT: 250 Tons/dayTon$ - 0125$ - 0
1075Superpave Bituminous Concrete Wearing Surface Layer (1/2") (201-500 Tons) CT: 250 Tons/dayTon$ - 0400$ - 0
1076Superpave Bituminous Concrete Wearing Surface Layer (1/2"), ESAL Range C/D (>500 Tons) CT: 250 Tons/dayTon$ - 02,760$ - 0
(This CLIN Information Only) 1077SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (3/8"), ESAL RANGE C/D (AHS DOC 424)
1078Superpave Bituminous Concrete Wearing Surface Layer (3/8"), ESAL Range C/D (1-200 Tons) CT: 250 Tons/dayTon$ - 050$ - 0
1079Superpave Bituminous Concrete Wearing Surface Layer (3/8") (201-500 Tons) CT: 250 Tons/dayTon$ - 0100$ - 0
1080Superpave Bituminous Concrete Wearing Surface Layer (3/8"), ESAL Range C/D (>500 Tons) CT: 250 Tons/dayTon$ - 0225$ - 0
(This CLIN Information Only) 1081SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER - PATCHING (1/2"), ESAL RANGE C/D (AHS DOC 424)
1082Superpave Bituminous Concrete Wearing Layer-Patching (1/2"), ESAL Range C/D (1-25 Tons) CT: 5 Tons/dayTon$ - 05$ - 0
1083Superpave Bituminous Concrete Wearing Layer-Patching (1/2"), ESAL Range C/D (>25 Tons) CT: 5 Tons/dayTon$ - 030$ - 0
(This CLIN Information Only) 1084SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER-LEVELING (3/8"), ESAL RANGE C/D (AHS DOC 424)
1085Superpave Bituminous Concrete Wearing Layer-Leveling (3/8"), ESAL Range C/D (1-250 Tons) CT: 25 Tons/dayTon$ - 0175$ - 0
1086Superpave Bituminous Concrete Wearing Layer-Leveling (3/8") (>250 Tons) CT: 25 Tons/dayTon$ - 0350$ - 0
(This CLIN Information Only) 1087SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER-WIDENING (1/2"), ESAL RANGE C/D (AHS DOC 424)
1088Superpave Bituminous Concrete Wearing Layer-Widening (1/2"), ESAL Range C/D (1-100 Tons) CT: 25 Tons/dayTon$ - 025$ - 0
1089Superpave Bituminous Concrete Wearing Layer-Widening (1/2"), ESAL Range C/D (>100 Tons) CT: 25 Tons/dayTon$ - 0120$ - 0
1090Aggregate Surfacing (AHS DOC 430) (Note: 1 Ton = 4.45 SY @ 6" thick) CT: 100 Tons/dayTon$ - 0100$ - 0
1091Plain or Reinforced Cement Concrete Pavement 4" Thick (AHS DOC 450) CT: 25 SY/daySquare Yard$ - 0525$ - 0
1092Plain or Reinforced Cement Concrete Pavement 6" Thick (AHS DOC 450) CT: 25 SY/daySquare Yard$ - 0450$ - 0
1093Plain or Reinforced Cement Concrete Pavement 8" Thick (AHS DOC 450) CT: 25 SY/daySquare Yard$ - 0550$ - 0
1094Plain or Reinforced Cement Concrete Pavement 12" Thick (AHS DOC 450) CT: 25 SY/daySquare Yard$ - 050$ - 0
10956"x6"-W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/ASquare Yard$ - 01,500$ - 0
10964"x4" - W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/ASquare Yard$ - 0400$ - 0
1097ASTM Standard Reinforced Bars Steel Reinforcement (AHS DOC 502) CT: 300 lb/dayPound$ - 0400$ - 0
1098Reinforced Culvert Concrete (Precast or C.I.P. (AHS DOC 524) CT: 1 CY/day Note: Reinforcement will be paid separate under Item 0095Cubic Yard$ - 014$ - 0
1099Reinforced Culvert Concrete Extension (Precast or C.I.P. (AHS DOC 524) CT: 1 CY/day Note: Reinforcement will be paid separate under Item 0095Cubic Yard$ - 04$ - 0
110012" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ - 048$ - 0
110118" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ - 048$ - 0
110224" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ - 048$ - 0
110330" Roadway Pipe Class 3 R. C. Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ - 048$ - 0
110436" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ - 048$ - 0
110548" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ - 048$ - 0
110660" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/dayLinear Foot$ - 048$ - 0
110712" Smooth Lined Round Galvanized Corrugated Steel Pipe, (1/2" Corrugation,0.079" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ - 048$ - 0
110815" Smooth Lined Round Galvanized Corrugated Steel Pipe, (1/2" Corrugation, 0.079" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ - 048$ - 0
110918" Smooth Lined Round Galvanized Corrugated Steel Pipe, (1/2" Corrugation, 0.079" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ - 048$ - 0
111024" Smooth Lined Round Galvanized Corrugated Metal Pipe, (1/2" Corrugation, 0.079" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ - 048$ - 0
111136" Smooth Lined Round Galvanized Corrugated Metal Pipe, (1/2" Corrugation, 0.109" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ - 048$ - 0
111248" Smooth Lined Round Galvanized Corrugated Metal Pipe, (1/2" Corrugation, 0.109" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ - 048$ - 0
111360" Smooth Lined Round Galvanized Corrugated Metal Pipe, (1/2" Corrugation, 0.138" Thickness), Class C Bedding (AHS DOC 533) CT: 20 LF/dayLinear Foot$ - 048$ - 0
(This CLIN Information Only) 11146" UNDERDRAIN PIPE, TYPE 9 OR 10 (AHS DOC 606)
1115Bottom of Trench Below Existing Ground Less Than or Equal to 3' CT: 20 LF/dayLinear Foot$ - 045$ - 0
1116Bottom of Trench Between 3' and No More Than 6' CT: 20 LF/day (max bid less than or = 120% of Item 0115)Linear Foot$ - 0150$ - 0
1117Bottom of Trench Between 6' and No More Than 9' CT: 20 LF/day (max bid less than or = 150% of Item 0115)Linear Foot$ - 055$ - 0
1118Bottom of Trench Between 9' and No More Than 12' CT: 20 LF/day (max bid less than or = 175% of Item (0115)Linear Foot$ - 025$ - 0
1119Paving Geotextiles (AHS DOC 607) CT: 250 SY/daySquare Yard$ - 012$ - 0
1120Asphalt Sealant (AHS DOC 607) CT: N/AGallon$ - 0100$ - 0
1121Loose Riprap, Class 1 or 2 (AHS DOC 610 CT: 15 Tons/dayTon$ - 0450$ - 0
1122Filter Blanket, Geotextile Non-Woven (AHS DOC 610) CT: N/ASquare Yard$ - 0470$ - 0
1123Slope Paving (AHS DOC 614) CT: 2 CY/dayCubic Yard$ - 0200$ - 0
1124Reinforced Slope Paving (AHS DOC 614), included reinforcement is Item 0095 CT: 2 CY/dayCubic Yard$ - 0125$ - 0
1125Reinforced Concrete Sidewalk 4" Thick (AHS DOC 618), included reinforcement is Item 0095 CT: 10 SY/daySquare Yard$ - 0300$ - 0
1126Reinforced Concrete Driveway 6" Thick(AHS DOC 618) , included reinforcement is Item 0095 CT: 10 SY/daySquare Yard$ - 0110$ - 0
112712" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EAEach$ - 012$ - 0
112818" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EAEach$ - 06$ - 0
112924" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EAEach$ - 05$ - 0
113030" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EAEach$ - 04$ - 0
113136" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EAEach$ - 04$ - 0
1132Minor Structure Concrete (1-5 CY) (AHS DOC 620) CT: 1 CY/dayCubic Yard$ - 07$ - 0
1133Minor Structure Concrete (>5 CY) (AHS DOC 620) CT: 1 CY/dayCubic Yard$ - 021$ - 0
1134Junction Boxes, Type 1 (AHS DOC 621) CT: 3 EA/dayEach$ - 04$ - 0
1135Junction Box Unit, Type 1 (AHS DOC 621) CT: N/AEach$ - 04$ - 0
1136Inlets, Type B (AHS DOC 621) CT: 3 days/EAEach$ - 04$ - 0
1137Inlet Units, Type B (AHS DOC 621) CT: N/AEach$ - 04$ - 0
1138Inlets, Type C (AHS DOC 621) CT: 3 days/EAEach$ - 05$ - 0
1139Inlet Units, Type C (AHS DOC 621) CT: N/AEach$ - 07$ - 0
1140Inlets, Type S3, One Wing (30" Pipe Max) (AHS DOC 621) CT: 3 days/EAEach$ - 04$ - 0
1141Inlets, Type S3, Two Wings (30" Pipe Max) (AHS DOC 621) CT: 3 days/EAEach$ - 04$ - 0
1142Inlet Units, Type S3 (30" Pipe Max) (AHS DOC 621) CT: N/AEach$ - 04$ - 0
1143Metal Grate and Seat 2'x2' (AHS DOC 621) CT 2SF/dayEach$ - 04$ - 0
114472" Manholes, Type M (Top Included) (AHS DOC 621) CT: N/AEach$ - 04$ - 0
114572" Manhole/Yard Inlet Units, (AHS DOC 621) CT: N/AEach$ - 05$ - 0
114672" Yard Inlet (Top Included)Each$ - 04$ - 0
1147Manhole Covers Reset (AHS DOC 622) CT: 1 day/EAEach$ - 04$ - 0
1148Gratings Reset (AHS DOC 622) CT: 1 day/EAEach$ - 04$ - 0
1149Concrete Gutter (AHS DOC 623) CT: 15 LF/dayLinear Foot$ - 0100$ - 0
(This CLIN Information Only) 1150CONCRETE CURB, TYPE N (AHS DOC 623)
1151Concrete Curb, Type N (1-250 LF) CT: 50 LF/dayLinear Foot$ - 0120$ - 0
1152Concrete Curb, Type N (>250 LF) CT: 50 LF/dayLinear Foot$ - 0400$ - 0
(This CLIN Information Only) 1153COMBINATION CURB AND GUTTER, TYPE C (AHS DOC 623)
1154Combination Curb and Gutter, Type C (1-250 LF) CT: 50 LF/dayLinear Foot$ - 060$ - 0
1155Combination Curb and Gutter Type C (>250 LF/day) CT: 50 LF/dayLinear Foot$ - 0378$ - 0
1156Steel Beam Guardrail, Class A (AHS DOC 630) CT: 50 LF/dayLinear Foot$ - 0300$ - 0
1157Steel Beam Guardrail, Class B (AHS DOC 630) CT: 50 LF/dayLinear Foot$ - 0300$ - 0
1158Guardrail End Anchor, Type 10 (AHS DOC 630) CT: 2 days/EAEach$ - 04$ - 0
1159Guardrail End Anchor, Type 20 (AHS DOC 630) CT: 2 days/EAEach$ - 04$ - 0
1160Guardrail End Anchor, Type Special (AHS DOC 630) CT: 5 days/EAEach$ - 04$ - 0
1161Chain Link Industrial Fence (6' height, 3 Strands Barb Wire (AHS DOC 634) CT : 50LF/dayLinear Foot$ - 0250$ - 0
1162Water Meters Reset (AHS DOC 643) CT: 1 day/EAEach$ - 04$ - 0
1163Valve Boxes Reset (AHS DOC 643) CT: 1 day/EAEach$ - 04$ - 0
1164Topsoil (AHS DOC 650) CT: 10 CY/dayCubic Yard$ - 075$ - 0
1165Seeding (AHS) DOC 652) CT: 2 Acre/dayAcre$ - 05$ - 0
1166Solid Sodding (AHS DOC 654) CT: 100 SY/daySquare Yard$ - 03,150$ - 0
1167Mulching, Class A Type 1 (AHS DOC 656) CT: 2 Acre/dyAcre$ - 05$ - 0
1168Erosion Control Netting, Class B (AHS DOC 659) CT: 120 SY/daySquare Yard$ - 01,700$ - 0
1169Hay Bales (AHS DOC 665) CT: 10 EA/dayEach$ - 025$ - 0
1170Silt Fence, Type A (AHS DOC 665) CT: 50 LF/dayLinear Foot$ - 03,600$ - 0
1171Wattles (AHS DOC 665) CT: 100 LF/dayLinear Foot$ - 0400$ - 0
1172Floating Basin Boom Type 1 (AHS DOC 665) CT 50 LF/dayLinear Foot$ - 0400$ - 0
(This CLIN Information Only) 1173TRAFFIC AND AIRFIELD STRIPE (AHS DOC 701)
1174Solid 4" Class 1, Type A CT: 5 MI/day (Note: Reflective Paint for Roadways)Miles$ - 067$ - 0
1175Solid 4" Class 1, Type A CT: 400 LF/day (Note: Reflective Paint for Parking Lots)Linear Foot$ - 032,000$ - 0
1176Solid 6" Class 1, Type A CT: 5 MI/day (Note: Reflective Paint for Roadways or Airfields)Miles$ - 020$ - 0
1177Solid 6" Class 1, Type B CT: 5 MI/day (Note: Non-reflective Paint for Airfields)Miles$ - 08$ - 0
1178Solid 4" Class 2, Type A CT: 3 MI/day (Note: Reflective Thermoplastic for Roadways)Miles$ - 012$ - 0
1179Solid 5" Class 2, Type A CT: 3 MI/day (Note: Reflective Thermoplastic for Roadways)Miles$ - 015$ - 0
1180Broken 4" Class 1, Type A CT: 5 MI/day (Note: for roadways)Miles$ - 04$ - 0
1181Broken 4" Class 2, Type A CT: 3 MI/day (Note: for roadways)Miles$ - 05$ - 0
1182Broken 6" Class 1, Type A CT: 5 MI/day (Note: for roadways)Miles$ - 04$ - 0
1183Broken 5" Class 2, Type A CT: 3 MI/day (Note: for roadways)Miles$ - 06$ - 0
1184Dotted 4" Class 2, Type A CT: 750 LF/dayLinear Foot$ - 0980$ - 0
1185Dotted 5" Class 2, Type A CT: 750 LF/dayLinear Foot$ - 01,200$ - 0
1186Solid or Broken Temporary Traffic Stripe CT: 2 MI/dayMiles$ - 038$ - 0
1187Solid or Broken Stripe Removed CT: 2 MI/dayMiles$ - 04$ - 0
(This CLIN Information Only) 1188TRAFFIC CONTROL MARKINGS AND LEGENDS (AHS DOC 703)
1189Traffic Control Markings, Class 1 Type A CT: 500 SF/day (Note: Reflective paint for roadways and parking lots)Square Foot$ - 06,500$ - 0
1190Traffic Control Markings, Class 1 Type B CT: 500 SF/day (Note: Non-reflective paint for airfields)Square Foot$ - 020,000$ - 0
1191Traffic Control Markings, Class 2 Type A CT: 500 SF/day (Note: Reflective thermoplastic for roadways)Square Foot$ - 01,800$ - 0
1192Traffic Control Legends, Class 1 Type A CT: 500 SF/day (Note: Reflective paint for roadways and parking lots)Square Foot$ - 0100$ - 0
1193Traffic Control Legends, Class 1 Type B CT: 500 SF/day (Note: Non-reflective paint for airfields)Square Foot$ - 050$ - 0
1194Traffic Control Legends, Class 2 Type A CT: 500 SF/day (Note: Reflective thermoplastic for roadways)Square Foot$ - 075$ - 0
1195Removal of Traffic Control Markings or Legends CT: 1,500 SF/daySquare Foot$ - 040$ - 0
1196Temporary Traffic Control Markings or Legends CT: 500 SF/daySquare Foot$ - 09,000$ - 0
1197Pavement Markers, Class A, Type 1 or 2 (AHS DOC 705) CT: 500 SF/dayEach$ - 0400$ - 0
(This CLIN Information Only) 1198ROADWAY SIGNS (AHS DOC 710)
1199Class 4, Aluminum Flat Sign Panels, (Back shall be Coated Brown) CT: 15 SF/daySquare Foot$ - 045$ - 0
1200Roadway Sign Post (Brown Baked) CT: 100 LF/dayLinear Foot$ - 0100$ - 0
1201Removal of Existing Roadway Signs CT: 10 EA/dayEach$ - 090$ - 0
1202Roadway Sign Relocation (AHS DOC 711) CT: 5 EA/dayEach$ - 012$ - 0
(This CLIN Information Only) 1203PC WHEEL STOP PARKING BARRIER-INCLUDING DOWELS (6"x10"x6'x-0" precast concrete)
1204Furnish and Install PC Wheel Stop Parking Barrier Including Dowels CT: 15 EA/dayEach$ - 050$ - 0
1205Remove and Reset Existing Precast Concrete Wheel stop Parking Barrier Including Dowels CT: 15 EA/dayEach$ - 025$ - 0
1206Replace Traffic Activator Loops as required (AHS DOC 730) CT: 1 EA/day (Note: saw cut 2" depth, install #12 AWG activator loop conductor, and seal with a weatherproof epoxy resin sealer; work includes pulling conductor through conduit, and all service connections to return to full service).Each$ - 04$ - 0
1207Asphalt Coring Investigation (1 Set=5 Cores) CT: 2 SETS/daySet$ - 04$ - 0
1208Static Ground Device Installed and Tested (UFC 3-260-01) CT: 2 EA/day (Note: Closed Eye Static Ground Only. See Figure B11-12)Each$ - 04$ - 0
1209Mooring Device Installed (UFC 3-260-01) CT: 6 EA/day (Note: Device Shall Be Cast in Ductile Iron 80-55-06 or Equal with No holes)Each$ - 06$ - 0
1210NPDES Notice of Intent/Inspection/Corrections/NOT/ CBMPP Prepared (Project Location only under 5 acres) (AHS DOC 107) 14 days/eachEach$ - 04$ - 0
1211PRIORITY CONSTRUCTION SITES NPDES Notice of Intent/Inspection/Corrections/NOT/ CBMPP Prepared and Certified (Project Location only under 5 acres) (AHS DOC 107) 45 days/eachEach$ - 04$ - 0
1212Non PricedLot$ - 04$ - 0

$0.00

Option Year II

BIDDING SCHEDULEBASE YEAR
ITEM NO.DESCRIPTIONUNITPRICEEST QTYTOTAL
2001Clearing and Grubbing (AHS DOC 201) Completion Time (CT): 3 days/2 AcreAcre$ - 04$ - 0
2002Removing Trees (AHS DOC 201) CT: 3 Trees/dayEach$ - 04$ - 0
2003Removing Concrete Sidewalk (AHS DOC 206) CT: 25 SY/daySquare Yard$ - 0120$ - 0
2004Removing Concrete Pavement (AHS DOC 206) CT: 25 SY/daySquare Yard$ - 0400$ - 0
2005Removing Asphalt Pavement (AHS DOC 206) CT: 25 SY/daySquare Yard$ - 01,750$ - 0
2006Removing Pipe (6"-24") (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 020$ - 0
2007Removing Large Pipe (30"-60") (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 05$ - 0
2008Removing X-Large Pipe (>60") (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 04$ - 0
2009Removing Old Box Culvert (AHS DOC 206) CT: 10 LF/day Note: Maximum culvert size: 10'x10'Linear Foot$ - 04$ - 0
2010Removing Curb (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 0230$ - 0
2011Removing Combination Curb & Gutter (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 055$ - 0
2012Removing Guardrail (AHS DOC 206) CT: 50 LF/dayLinear Foot$ - 0125$ - 0
2013Removing Rail Road Track (AHS DOC 206) CT: 25 LF/dayLinear Foot$ - 025$ - 0
2014Removing Headwall (6"-24") (AHS DOC 206) CT: 2 days/eaEach$ - 04$ - 0
2015Removing Large Headwall (30"-60") (AHS DOC 206) CT: 3 days/eaEach$ - 04$ - 0
2016Removing Inlet (6"-24") (AHS DOC 206) CT: 3 days/EAEach$ - 04$ - 0
2017Removing Large Inlet (30"-60") (AHS DOC 206) CT: 3 days/eaEach$ - 04$ - 0
2018Saw Cutting Reinforced Concrete Slab up to 10" depthLinear Foot$ - 01000$ - 0
(This CLIN Information Only) 2019UNCLASSIFIED EXCAVATION (AHS DOC 210)
2020Unclassified Excavation (1-100 CY) CT: 100 CY/dayCubic Yard$ - 060$ - 0
2021Unclassified Excavation (101-1000 CY) CT: 100 CY/dayCubic Yard$ - 0200$ - 0
2022Unclassified Excavation (>1,000 CY) CT: 100 CY/dayCubic Yard$ - 05,750$ - 0
2023Muck Excavation (AHS DOC 210) CT: 25 CY/dayCubic Yard$ - 013$ - 0
(This CLIN Information Only) 2024BORROW EXCAVATION (AHS DOC 210) (Note: All Testing Included in Unit Price)
2025Borrow Excavation (1-100 CY) CT: 100 CY/dayCubic Yard$ - 0120$ - 0
2026Borrow Excavation (101-500 CY) CT: 100 CY/dayCubic Yard$ - 0130$ - 0
2027Borrow Excavation (>500 CY) CT: 100 CY /dayCubic Yard$ - 03,650$ - 0
2028Machine Grading Shoulders (AHS DOC 212) (Note: 1 STA=100 LF) CT: 3 STA/dayStation$ - 0135$ - 0
2029Structure Excavation (AHS DOC 214) CT: 75 CY/dayCubic Yard$ - 0100$ - 0
2030Foundation Backfill (AHS DOC 214) CT: 10 CY/dayCubic Yard$ - 025$ - 0
(This CLIN Information Only) 2031ROADBED PROCESSING (AHS DOC 230)
2032Roadbed Processing (1-2,000 SY) CT: 100 SY/daySquare Yard$ - 0500$ - 0
2033Roadbed Processing (>2,000 SY) CT: 100 SY/daySquare Yard$ - 03,850$ - 0
2034Pneumatic Roller Compaction CT: 250 SY/daySquare Yard$ - 04$ - 0
2035Roadbed Stabilizing Material (AHS DOC 231) CT: 5 Tons/dayTon$ - 020$ - 0
(This CLIN Information Only) 2036GRANULAR SOIL BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price)
2037Granular Soil Base Course (1-2,000 SY) CT: 250 SY/daySquare Yard$ - 01,750$ - 0
2038Granular Soil Base Course (>2,000 SY) CT: 250 SY/daySquare Yard$ - 03,500$ - 0
(This CLIN Information Only) 2039SOIL AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price)
2040Soil Aggregate Base Course (1-2,000 SY) CT: 100 SY/daySquare Yard$ - 0100$ - 0
2041Soil Aggregate Base Course (>2,000 SY) CT: 100 SY/daySquare Yard$ - 0400$ - 0
(This CLIN Information Only) 2042CRUSHED AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) Note: 1 Ton = 3 SY
2043Crushed Aggregate Base Course (1-2,000 SY) CT: 100 SY/daySquare Yard$ - 0500$ - 0
2044Crushed Aggregate Base Course (>2,000 SY) CT: 100 SY/daySquare Yard$ - 05250$ - 0
2045Compaction Test (Nuclear Method (AHS DOC 306) CT: N/AEach$ - 04$ - 0
2046Proctor Density Test (AHS DOC 306) CT: 2 Ea/dayEach$ - 04$ - 0
2047Bituminous Treatment Prime Coat A (AHS DOC 401) CT: N/ASquare Yard$ - 01250$ - 0
2048Bituminous Surface Treatment J (AHS DOC 401) CT: 250 SY/daySquare Yard$ - 01500$ - 0
2049Bituminous Surface Treatment K (AHS DOC 401) CT: 250 SY/daySquare Yard$ - 01500$ - 0
2050Bituminous Surface Treatment L (AHS DOC 401) CT: 250 SY/daySquare Yard$ - 01500$ - 0
2051Slurry Seal Coat Type 1 (AHS DOC 402) CT: 10 days/5,000 SYSquare Yard$ - 01500$ - 0
2052Coal Tar Concentrate Pavement Sealer With Sand (Application equipment must have continuous agitation or mixing capabilities)(1-2,000SY) (Section 32 01 16 73) CT: 1 days/500 SYSquare Yard$ - 0500$ - 0
2053Coal Tar Concentrate Pavement Sealer With Sand (Application equipment must have continuous agitation or mixing capabilities)(>2,001SY) (Section 32 01 16 73) CT: 1 days/500 SYSquare Yard$ - 02500$ - 0
2054Tack Coat (AHS DOC 405) CT: 200 GA/dayGallon$ - 05500$ - 0
(This CLIN Information Only) 2055PLANNING (MILLING) OF EXISTING PAVEMENT (TO 1" THICKNESS) (AHS DOC 408)
2056Planning (Milling) of Existing Pavement (To 1" Thickness) (1-5,000 SY) CT: 500 SY/daySquare Yard$ - 01,500$ - 0
2057Planning (Milling) of Existing Pavement (To 1" Thickness (>5,000 SY) CT: 500 SY/daySquare Yard$ - 033,000$ - 0
(This CLIN Information Only) 2058ADDITIONAL PLANNING (MILLING) PAVEMENT (From 1" to 3") (AHS DOC 408) (1" Thick per SY, Orderable in 2" thick per SY increments)
2059Additional Planning (Milling) Pavement (From 1" to 3") (1-5,000 SY) CT: 500 SY/daySquare Yard$ - 01500$ - 0
2060Additional Planning (Milling) Pavement (From 1" to 3") (>5,000 SY) CT: 500 SY/daySquare Yard$ - 022500$ - 0
(This CLIN Information Only) 2061AIRFIELD PAVEMENT (TS DOC) (UFGS 32 12 15)
2062Airfield Pavement (1-500 Tons) CT: 250 Tons/dayTon$ - 0100$ - 0
2063Airfield Pavement (>500 Tons) CT: 250 Tons/dayTon$ - 04,250$ - 0
(This CLIN Information Only) 2064SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER (1"), ESAL RANGE C/D (AHS DOC 424)

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