Exhibit_Line_Items.XLS
XLS spreadsheet 669 KB Posted
- Solicitation number
- N4008518B1139
About this file
This pre-solicitation synopsis provides notice of a proposed Indefinite Delivery Indefinite Quantity contract for asphalt paving and minor concrete work at various Naval facilities in the Hampton Roads area of Virginia. The contract term includes a base year plus four option years, with a minimum $5,000 guarantee provided via the first task order. Task orders may be issued for projects of any size and complexity. The work includes construction maintenance for asphalt, concrete, and related services. The NAICS code is 237310 and it will be set aside for small businesses. The solicitation will be issued on August 16, 2018 as IFB N40085-18-B-1139 via the Navy Electronic Commerce Online website. The total estimated value is between $25-100 million. The Naval Facilities Engineering Command Mid-Atlantic will serve as the contracting agency.
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Base Year
| Solicitation No. N40085-18-B-1139 Contract No. | ||||||||||
| INDEFINITE DELIVERY INDEFINITE QUANTITY REGIONAL CONSTRUCTION MAINTENANCE CONTRACT FOR | ||||||||||
| ASPHALT PAVING AND MINOR CONCRETE WORK AT VARIOUS NAVAL FACILITIES THROUGHOUT THE HAMPTON ROADS AREA, VIRGINIA | ||||||||||
| EXHIBIT A, EXHIBIT LINE ITEM NUMBERS | ||||||||||
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES | ||||||||||
| ELIN | Description | Est. Qty | Unit | Unit Price | Total Price | |||||
| INDEFINITE QUANTITY (IQ) WORK ITEMS - BASE YEAR - CLIN 0001 | ||||||||||
| A01 | DEMOLITION, REMOVAL, AND DISPOSAL (Section 02 41 00) | |||||||||
| Sawcutting, Concrete or Asphalt Paving Removal, Curb Removal, Pavement Milling, Parking Control Bumpers Removal, etc. including the methodology of demolition, removal, transportation and proper disposal of each line item including cleanup where applicable. (Extra materials may be ordered on other line items.) With regard to piping, price includes excavation to the bottom of each pipe, pipe removal, pipe disposal, backfill with excavated materials, grade, and cleanup. (Extra fill may be ordered on other line items.) (CY, SYPI, EA or LF) | ||||||||||
| A01001 | Sawcutting (Per LF up to 4 inches deep) | 46,000 | LF | X | $ | = | $ | 0.00 | ||
| A01002 | Sawcutting (Per LF beyond 4 inches deep to 12 inches deep to be ordered only with A01001 for additional depth of cut) | 8,000 | LF | X | $ | = | $ | 0.00 | ||
| A01003 | Concrete Removal-Plain Heavy Equip. 0 To 25 CY | 100 | CY | X | $ | = | $ | 0.00 | ||
| A01004 | Concrete Removal-Plain, Heavy Equip. Over 25 CY | 200 | CY | X | $ | = | $ | 0.00 | ||
| A01005 | Concrete Removal-Reinf, Heavy Equip. 0 To 25 CY | 200 | CY | X | $ | = | $ | 0.00 | ||
| A01006 | Concrete Removal-Reinf, Heavy Equip. Over 25 CY | 3,200 | CY | X | $ | = | $ | 0.00 | ||
| A01007 | Concrete Removal-Plain, includes jackhammer and buggy | 20 | CY | X | $ | = | $ | 0.00 | ||
| A01008 | Concrete Removal-Reinf, includes jackhammer and buggy | 20 | CY | X | $ | = | $ | 0.00 | ||
| A01009 | Concrete Removal-Reinf, includes jackhammer and buggy, adjacent to railroad | 20 | CY | X | $ | = | $ | 0.00 | ||
| A01010 | Remove and Dispose of standard 4" thick sidewalk | 3,200 | SY | X | $ | = | $ | 0.00 | ||
| A01011 | Curb Removal (composite rate for standard curb removal) | 2800 | LF | X | $ | = | $ | 0.00 | ||
| A01015 | Curb and gutter Removal (composite rate for standard curb and gutter removal) | 2800 | LF | X | $ | = | $ | 0.00 | ||
| A01019 | Bituminous Pavement Removal, with heavy equipment 0 to 50 CY | 400 | CY | X | $ | = | $ | 0.00 | ||
| A01020 | Bituminous Pavement Removal, with heavy equipment over 50 CY | 1,800 | CY | X | $ | = | $ | 0.00 | ||
| A01021 | Bituminous Pavement Removal, with Jackhammer and Buggy | 20 | CY | X | $ | = | $ | 0.00 | ||
| A01022 | Bituminous Pavement Removal, includes jackhammer and buggy, adjacent to railroad | 20 | CY | X | $ | = | $ | 0.00 | ||
| A01023 | Milling of Bituminous Pavement, 0 to 2000 SY (per inch thick) | 20,000 | SYPI | X | $ | = | $ | 0.00 | ||
| A01024 | Milling of Bituminous Pavement, 2000 to 5000 SY (per inch thick) | 30,000 | SYPI | X | $ | = | $ | 0.00 | ||
| A01025 | Milling of Bituminous Pavement, Over 5000 SY (per inch thick) | 100,000 | SYPI | X | $ | = | $ | 0.00 | ||
| A01026 | Parking Control Bumpers Blocks and Pins- 6' | 500 | EA | X | $ | = | $ | 0.00 | ||
| A01027 | Removal and Disposal of Parking Control Poles, Tracks, Logs, etc. | 100 | LF | X | $ | = | $ | 0.00 | ||
| A01028 | Removal and Disposal of Parking Control Jersey Barricade | 100 | EA | X | $ | = | $ | 0.00 | ||
| A01029 | Removal and Disposal of Existing Guard Post | 100 | EA | X | $ | = | $ | 0.00 | ||
| A01030 | Removal and Disposal of Existing Traffic Signs | 40 | EA | X | $ | = | $ | 0.00 | ||
| A01031 | Removal and Reinstall Existing Traffic Signs, Includes Post and up to 12 SF Per Sign | 40 | EA | X | $ | = | $ | 0.00 | ||
| A01032 | Removal and Disposal of Existing Railroad Trackage and Railroad Ties | 40 | LF | X | $ | = | $ | 0.00 | ||
| A01033 | Removal and Disposal of Existing Railroad Trackage and Railroad Ties (in concrete) | 400 | LF | X | $ | = | $ | 0.00 | ||
| A01034 | Removal and Disposal of Existing Catch Basin | 40 | EA | X | $ | = | $ | 0.00 | ||
| A01035 | Removal and Disposal of Existing Manhole ( max. 4' dia., max. 6' depth) | 10 | EA | X | $ | = | $ | 0.00 | ||
| A01036 | Removal and Disposal of Existing Manhole ( max. 4' dia., max. 10' depth) | 10 | EA | X | $ | = | $ | 0.00 | ||
| A01037 | Removal and Disposal of Existing Manhole ( max' 8' dia., max. 6' depth) | 10 | EA | X | $ | = | $ | 0.00 | ||
| A01038 | Removal and Disposal of Existing Manhole (max 8' dia., max. 10' depth) | 10 | EA | X | $ | = | $ | 0.00 | ||
| A01039 | Removal and Disposal of Existing Curb Inlet | 40 | EA | X | $ | = | $ | 0.00 | ||
| A01040 | Removal and Disposal of Existing Concrete Pipe. Regular or Reinforced, Composite rate for sizes 0" to 24" | 300 | LF | X | $ | = | $ | 0.00 | ||
| A01041 | Removal and Disposal of Existing Concrete Pipe. Regular or Reinforced, Composite rate for sizes 27" to 36" | 800 | LF | X | $ | = | $ | 0.00 | ||
| A01042 | Removal and Disposal of Existing PVC Pipe. Composite rate for sizes 0" to 24" | 800 | LF | X | $ | = | $ | 0.00 | ||
| A02 | EARTHWORK (Section 31 00 00) | |||||||||
| Earthwork includes the methodology of excavation, stockpiling, removal, disposal and grading (rough and fine) of materials where applicable. (Additional measures may be ordered on other line items.) (CY) | ||||||||||
| A02001 | Excavation and Grading (Jobs up to 50 CY) | 300 | CY | X | $ | = | $ | 0.00 | ||
| A02002 | Excavation and Grading (Jobs Over 50 CY) | 40,000 | CY | X | $ | = | $ | 0.00 | ||
| A02003 | Hand Excavation | 400 | CY | X | $ | = | $ | 0.00 | ||
| A02004 | Furnish and Apply in Place, Fine Aggregate (Sand) | 1,300 | CY | X | $ | = | $ | 0.00 | ||
| A02005 | Furnish and Apply in Place, Select Backfill | 12,000 | CY | X | $ | = | $ | 0.00 | ||
| A02006 | Furnish and Apply in Place, Top Soil | 2,000 | CY | X | $ | = | $ | 0.00 | ||
| A03 | FABRICS (FURNISH AND INSTALL) | |||||||||
| A03001 | Soil Reinforcement Fabric | 20,000 | SY | X | $ | = | $ | 0.00 | ||
| A03002 | Pavement Fabric, Standard | 700 | SY | X | $ | = | $ | 0.00 | ||
| A03003 | Silt Fence (Section 01 57 19) | 16,000 | LF | X | $ | = | $ | 0.00 | ||
| A03004 | Bank Stabilization Excelsior Blanket, EC-2 | 5,000 | SY | X | $ | = | $ | 0.00 | ||
| A03005 | Protection Safety Fence, Type I, Orange (Section 01 50 00) | 1,700 | LF | X | $ | = | $ | 0.00 | ||
| A03006 | Inlet Protection, Type I (includes hardware, cloth and stone) (Section 01 57 19) | 100 | EA | X | $ | = | $ | 0.00 | ||
| A03007 | Inlet Protection, Type II, (Stone filled filter bags) (Section 01 57 19) | 100 | EA | X | $ | = | $ | 0.00 | ||
| A04 | AGGREGATE BASE COURSE (Section 32 11 23) | |||||||||
| A04001 | Aggregate Base Course, 21A, 0 to 900 SY/IN | 4,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A04002 | Aggregate Base Course, 21A, 901 to 2,727 SY/IN | 12,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A04003 | Aggregate Base Course, 21A, 2,728 to 9,100 SY/IN | 36,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A04004 | Aggregate Base Course, 21A, 9,100 to 18,180 SY/IN | 72,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A04005 | Aggregate Base Course, 21A, Over , 18,181 SY/IN | 200,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A05 | EXISTING AGGREGATE OR BASE COURSE REWORK, RIPRAP, No. 57 AGGREGATE | |||||||||
| A05001 | Scalping Existing Aggregate and Reinstall, 0 to 900 SY/IN (Section 32 11 23) | 5,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A05002 | Scalping Existing Aggregate and Reinstall, 901 to 2727 SY/IN (Section 32 11 23) | 10,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A05003 | Scalping Existing Aggregate and Reinstall, 2728 to 9,100 SY/IN (Section 32 11 23) | 20,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A05004 | Scalping Existing Aggregate and Reinstall, Over 9,100 SY/IN (Section 32 11 23) | 80,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A05006 | Fine Grade Existing Base Course, not to exceed 3" deep 0 to 1000 SY (Section 32 11 23) | 4,000 | SY | X | $ | = | $ | 0.00 | ||
| A05007 | Fine Grade Existing Base Course, not to exceed 3" deep 1001 to 2000 SY (Section 32 11 23) | 7,000 | SY | X | $ | = | $ | 0.00 | ||
| A05008 | Fine Grade Existing Base Course, not to exceed 3" deep 2001 to 3000 SY (Section 32 11 23) | 10,000 | SY | X | $ | = | $ | 0.00 | ||
| A05009 | Fine Grade Existing Base Course, not to exceed 3" deep Over 3000 SY (Section 32 11 23) | 40,000 | SY | X | $ | = | $ | 0.00 | ||
| A05010 | Provide and apply RIP RAP (Stone) (Section 31 00 00) | 100 | TN | X | $ | = | $ | 0.00 | ||
| A05011 | VDOT No. 57 Open Graded Coarse Aggregate (Section 31 00 00) | 900 | TN | X | $ | = | $ | 0.00 | ||
| A06 | SUPERPAVE LIQUID BITUMINOUS | |||||||||
| A06001 | Liquid Bituminous (Section 32 12 13) | 20,000 | GL | X | $ | = | $ | 0.00 | ||
| A06002 | Crack Sealing (Section 32 01 17.61) | 2,000 | LF | X | $ | = | $ | 0.00 | ||
| A06003 | Bituminous Rejuvenation (Spray on or Mop on) (Section 32 01 13.64) | 36,000 | SF | X | $ | = | $ | 0.00 | ||
| A07 | VDOT SUPERPAVE BITUMINOUS BASE MIX (Section 32 12 16) | |||||||||
| A07001 | Bituminous Concrete BM-25.0 A, 0 to 900 SY/IN | 2,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A07002 | Bituminous Concrete BM-25.0 A, 901 to 2,727 SY/IN | 6,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A07003 | Bituminous Concrete BM-25.0 A, 2,728 to 9,100 SY/IN | 20,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A07004 | Bituminous Concrete BM-25.0 A, Over 9,101 SY/IN | 70,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A07006 | 100% Hand Work BM-25.0 A | 3,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08 | VDOT SUPERPAVE BITUMINOUS SURFACE MIX (Section 32 12 16) | |||||||||
| A08001 | Bituminous Concrete SM-9.5 A, 0 To 900 SY/IN | 4,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08002 | Bituminous Concrete SM-9.5 A, 901 To 2,727 SY/IN | 24,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08003 | Bituminous Concrete SM-9.5 A, 2,728 To 9,100 SY/IN | 88,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08004 | Bituminous Concrete SM-9.5 A, 9,101 To 18,180 and over SY/IN | 250,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08005 | 100% Hand Work SM-9.5 A | 5,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08006 | Bituminous Concrete SM-9.5 D, 0 To 900 SY/IN | 1,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08007 | Bituminous Concrete SM-9.5 D, 901 To 2,727 SY/IN | 3,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08008 | Bituminous Concrete SM-9.5 D, 2,728 To 9,100 SY/IN | 10,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08009 | Bituminous Concrete SM-9.5 D, 9,101 To 18,180 and over SY/IN | 20,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08010 | 100% Hand Work SM-9.5 D | 20 | SYIN | X | $ | = | $ | 0.00 | ||
| A08011 | Bituminous Concrete SM-12.5 A, 0 To 900 SY/IN | 1,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08012 | Bituminous Concrete SM-12.5 A, 901 To 2,727 SY/IN | 3,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08013 | Bituminous Concrete SM-12.5 A, 2,728 To 9,100 SY/IN | 10,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08014 | Bituminous Concrete SM-12.5 A, 9,101 To 18,180 and over SY/IN | 20,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08015 | 100% Hand Work SM-12.5 A | 350 | SYIN | X | $ | = | $ | 0.00 | ||
| A08016 | Bituminous Concrete SM-12.5 D, 0 To 900 SY/IN | 1,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08017 | Bituminous Concrete SM-12.5 D, 901 To 2,727 SY/IN | 3,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08018 | Bituminous Concrete SM-12.5 D, 2,728 To 9,100 SY/IN | 10,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08019 | Bituminous Concrete SM-12.5 D, over 9,101 SY/IN | 20,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A08020 | 100% Hand Work SM-12.5 D | 1,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A09 | VDOT SUPERPAVE BITUMINOUS INTERMEDIATE MIX (Section 32 12 16) | |||||||||
| A09001 | Bituminous Concrete IM-19.0 A, 0 To 900 SY/IN | 1,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A09002 | Bituminous Concrete IM-19.0 A, 901 To 2,727 SY/IN | 3,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A09003 | Bituminous Concrete IM-19.0 A, 2,728 To 9,100 SY/IN | 10,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A09004 | Bituminous Concrete IM-19.0 A, over 9,101 SY/IN | 20,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A09005 | 100% Hand Work IM-19.0 A | 1,000 | SYIN | X | $ | = | $ | 0.00 | ||
| A10 | STAMPED ASPHALT (Section 32 12 30) | |||||||||
| A10001 | Stamped Asphalt, various patterns and colors | 5000 | SF | X | $ | = | $ | 0 | ||
| A11 | MANHOLES AND DRAINAGE (Section 33 40 00) | |||||||||
| Price includes excavation, backfill with excavated materials, grade, and cleanup as well as the cost for all joints, connections, etc. (Extra fill may be ordered on other line items.) | ||||||||||
| A11001 | Provide and Install New Reinforced Concrete Pipe Class III, 12" or elliptical pipe equivalent | 1100 | LF | X | $ | = | $ | 0.00 | ||
| A11002 | Provide and Install New Reinforced Concrete Pipe Class III, 15" or elliptical pipe equivalent | 800 | LF | X | $ | = | $ | 0.00 | ||
| A11003 | Provide and Install New Reinforced Concrete Pipe Class III, 18" or elliptical pipe equivalent | 600 | LF | X | $ | = | $ | 0.00 | ||
| A11004 | Provide and Install New Reinforced Concrete Pipe Class III, 24" or elliptical pipe equivalent | 500 | LF | X | $ | = | $ | 0.00 | ||
| A11005 | Provide and Install New Reinforced Concrete Pipe Class III, 30" or elliptical pipe equivalent | 400 | LF | X | $ | = | $ | 0.00 | ||
| A11006 | Adjust Manhole or Drainage Inlet. Metal Riser Ring Method | 40 | V/ Inch | X | $ | = | $ | 0.00 | ||
| A11007 | Adjust Manhole or Drainage Inlet Masonry Method | 40 | V/ Inch | X | $ | = | $ | 0.00 | ||
| A11008 | Adjust Valve or Meter Box | 100 | V/ Inch | X | $ | = | $ | 0.00 | ||
| A11009 | Provide and Install New Manhole max. 4' dia., max. 8' deep with Frame and Cover | 40 | V/ foot | X | $ | = | $ | 0.00 | ||
| A11010 | Provide and Install New Catch Basin max. 4' dia., max. 8' deep with Frame and Grate | 200 | V/ foot | X | $ | = | $ | 0.00 | ||
| A11011 | Provide and Install New Frame and Cover (F&C) on Existing Utilities, Includes Removal and Disposal of old F&C | 40 | EA | X | $ | = | $ | 0.00 | ||
| A11012 | Provide and Install New Valve or Meter Box | 40 | EA | X | $ | = | $ | 0.00 | ||
| A11013 | Provide and Install New Curb Inlet with Frame and Cover | 200 | V/ foot | X | $ | = | $ | 0.00 | ||
| A11014 | Additional Cost to Provide and Install Pre-Cast Manhole, Catch Basin, and Curb Inlet in Lieu of Masonry | 40 | V/ foot | X | $ | = | $ | 0.00 | ||
| A11015 | Fixture Tags (Brass) Provide and Install on Drainage Fixtures (Section 01 11 00) | 20 | EA | X | $ | = | $ | 0.00 | ||
| A11016 | Tie in of New Pipe to Existing Brick Structure (Composite rate up to 30" pipe) | 40 | EA | X | $ | = | $ | 0.00 | ||
| A11017 | Tie in of New Pipe to Existing Concrete Structure (Composite rate up to 30" pipe) | 40 | EA | X | $ | = | $ | 0.00 | ||
| A11018 | Grout (plug) Abandoned Pipe (Composite Rate for up to 15" pipe) | 40 | EA | X | $ | = | $ | 0.00 | ||
| A11019 | Grout (plug) Abandoned Pipe (Composite Rate for above 15" to 30" pipe) | 40 | EA | X | $ | = | $ | 0.00 | ||
| A12 | PROVIDE AND INSTALL NEW SCHEDULE 40 (PVC) PIPE (Section 33 40 00) | |||||||||
| Price includes excavation to the bottom of each pipe trench, backfill, grade, and cleanup as well as the cost for all joints, ell's, tees, couplings, etc. (Extra fill may be ordered on other line items.) | ||||||||||
| A12001 | Provide and Install New Schedule 40 (PVC) Pipe 6" | 200 | LF | X | $ | = | $ | 0.00 | ||
| A12002 | Provide and Install New Schedule 40 (PVC) Pipe 8" | 400 | LF | X | $ | = | $ | 0.00 | ||
| A12003 | Provide and Install New Schedule 40 (PVC) Pipe 10" | 200 | LF | X | $ | = | $ | 0.00 | ||
| A12004 | Provide and Install New Schedule 40 (PVC) Pipe 12" | 100 | LF | X | $ | = | $ | 0.00 | ||
| A13 | VDOT STANDARD CURB CG 2 AND 3 (Section 32 16 19) | |||||||||
| A13001 | VDOT Standard Curb CG 2 and 3, 0 to 100 LF | 400 | LF | X | $ | = | $ | 0.00 | ||
| A13003 | VDOT Standard Curb CG 2 and 3, 101 to 500 LF | 4000 | LF | X | $ | = | $ | 0.00 | ||
| A13004 | VDOT Standard Curb CG 2 and 3, Over 500 LF | 2000 | LF | X | $ | = | $ | 0.00 | ||
| A14 | VDOT STANDARD RADIAL CURB CG 2 AND 3 (Section 32 16 19) | |||||||||
| A14001 | VDOT Standard Radial Curb CG 2 and 3, 0 to 100 LF | 300 | LF | X | $ | = | $ | 0.00 | ||
| A14003 | VDOT Standard Radial Curb CG 2 and 3, 101 to 500 LF | 600 | LF | X | $ | = | $ | 0.00 | ||
| A14004 | VDOT Standard Radial Curb CG 2 and 3, Over 500 LF | 1000 | LF | X | $ | = | $ | 0.00 | ||
| A15 | VDOT STANDARD CURB CG 6 AND 7 (Section 32 16 19) | |||||||||
| A15001 | VDOT Standard Curb CG 6 and 7, 0 to 100 LF | 600 | LF | X | $ | = | $ | 0.00 | ||
| A15003 | VDOT Standard Curb CG 6 and 7, 101 to 500 LF | 2000 | LF | X | $ | = | $ | 0.00 | ||
| A15004 | VDOT Standard Curb CG 6 and 7, Over 500 LF | 4000 | LF | X | $ | = | $ | 0.00 | ||
| A16 | VDOT STANDARD RADIAL CURB CG 6 AND 7 (Section 32 16 19) | |||||||||
| A16001 | VDOT Standard Radial Curb CG 6 and 7, 0 to 100 LF | 400 | LF | X | $ | = | $ | 0.00 | ||
| A16003 | VDOT Standard Radial Curb CG 6 and 7, 101 to 500 LF | 800 | LF | X | $ | = | $ | 0.00 | ||
| A16004 | VDOT Standard Radial Curb CG 6 and 7, Over 500 LF | 1200 | LF | X | $ | = | $ | 0.00 | ||
| A17 | MISC CONCRETE | |||||||||
| A17001 | Concrete Sidewalks 4" deep (Section 32 16 19) | 6000 | SY | X | $ | = | $ | 0.00 | ||
| A17002 | Concrete Aprons (CG-9D) Standard Entrance, 7" deep (Section 32 13 13.06) | 40 | SY | X | $ | = | $ | 0.00 | ||
| A17003 | Concrete Valley Gutters, (CG) 7" deep (Section 32 16 19) | 700 | SY | X | $ | = | $ | 0.00 | ||
| A17004 | Concrete Handicap Aprons, (CG-12) 7" Deep, Heavy Broom Finish included Tactile Warning Mat (Section 32 13 13.06) | 300 | SY | X | $ | = | $ | 0.00 | ||
| A17005 | Pavement Type Slab (Section 32 13 13.06) | 700 | CY | X | $ | = | $ | 0.00 | ||
| A17006 | Misc. Cast in Place Concrete, by Chute (Section 03 30 53) | 100 | CY | X | $ | = | $ | 0.00 | ||
| A17007 | Misc. Cast in Place Concrete, by Hand Buggy (Section 03 30 53) | 40 | CY | X | $ | = | $ | 0.00 | ||
| A17008 | Misc. Cast in Place Concrete, by Hydraulic Pumping (Section 03 30 53) | 100 | CY | X | $ | = | $ | 0.00 | ||
| A17009 | High Early Concrete, additional cost in conjunction with other Concrete Line Items Ordered (Section 03 30 53) | 40 | CY | X | $ | = | $ | 0.00 | ||
| A17010 | Minor Concrete Repairs (Section 32 01 29.61) | 200 | SF | X | $ | = | $ | 0.00 | ||
| A17011 | Vapor Barrier (SQ= 100 SF) | 50 | SQ | X | $ | = | $ | 0.00 | ||
| A17016 | Joint Sealing (Section 32 16 19) | 5000 | LF | X | $ | = | $ | 0.00 | ||
| A18 | PAVEMENT MARKINGS (Section 32 17 23) | |||||||||
| A18001 | Paint Removal, Contractor Contains and transports | 2000 | SF | X | $ | = | $ | 0.00 | ||
| A18002 | not used | |||||||||
| A18003 | Thermoplastic Removal | 20000 | SF | X | $ | = | $ | 0.00 | ||
| A18004 | Black Out/Black Background (Section 32 12 36.13) | 20000 | SF | X | $ | = | $ | 0.00 | ||
| A18005 | Pavement Markers (Raised) Removal (Section 02 41 00) | 200 | EA | X | $ | = | $ | 0.00 | ||
| A18006 | Pavement Markers (Recessed ) Removal (Section 02 41 00) | 200 | EA | X | $ | = | $ | 0.00 | ||
| A18007 | Paint Marking, 4" wide with Glass Beads | 50000 | LF | X | $ | = | $ | 0.00 | ||
| A18008 | Paint Marking, 4" wide without Glass Beads | 36000 | LF | X | $ | = | $ | 0.00 | ||
| A18009 | Paint Marking, 4" wide Thermoplastic | 320000 | LF | X | $ | = | $ | 0.00 | ||
| A18010 | Paint Marking, Various Widths with Glass Beads | 400 | SF | X | $ | = | $ | 0.00 | ||
| A18011 | Paint Marking, Various Widths without Glass Beads | 120000 | SF | X | $ | = | $ | 0.00 | ||
| A18012 | Thermoplastic, Various Widths | 8000 | SF | X | $ | = | $ | 0.00 | ||
| A18013 | Arrows Straight or Curved, Paint with Glass Beads | 20 | EA | X | $ | = | $ | 0.00 | ||
| A18014 | Arrows Straight or Curved, Paint without Glass Beads | 20 | EA | X | $ | = | $ | 0.00 | ||
| A18015 | Arrows Straight or Curved, Thermoplastic | 200 | EA | X | $ | = | $ | 0.00 | ||
| A19 | CROSSWALKS (Total Square footage includes all transversed and hatched lines indicated on task drawings. Measurement and payment is based on total painted and unpainted pavement area contained within the hatched area) (Section 32 17 23) | |||||||||
| A19001 | Crosswalks, Paint with Glass Beads | 3000 | SF | X | $ | = | $ | 0.00 | ||
| A19002 | Crosswalks, Thermoplastic | 46000 | SF | X | $ | = | $ | 0.00 | ||
| A20 | HATCHED LINES OTHER THAN CROSS WALKS (Total square footage includes all transversed and hatched lines indicated on task drawings. Measurement and payment is based on total painted and unpainted pavement area contained within the hatched area) (Section 32 17 23) | |||||||||
| A20001 | Hatched Lines, Paint (various widths) with Glass Beads | 7000 | SF | X | $ | = | $ | 0.00 | ||
| A20002 | Hatched Lines, Paint (various widths) without Glass Beads | 20000 | SF | X | $ | = | $ | 0.00 | ||
| A20003 | Hatched Lines, Thermoplastic (various widths) | 16000 | SF | X | $ | = | $ | 0.00 | ||
| A21 | LETTERS AND NUMERALS, PAINT WITH GLASS BEADS (Section 32 17 23) | |||||||||
| A21001 | 3" Paint Letters/Numerals with Glass Beads | 100 | EA | X | $ | = | $ | 0.00 | ||
| A21002 | 6" Paint Letters/Numerals with Glass Beads | 10000 | EA | X | $ | = | $ | 0.00 | ||
| A21003 | 12" Paint Letters/Numerals with Glass Beads | 40 | EA | X | $ | = | $ | 0.00 | ||
| A21004 | 24" Paint Letters/Numerals with Glass Beads | 100 | EA | X | $ | = | $ | 0.00 | ||
| A21005 | 72" Painted Letters and Numerals with Glass Beads | 20 | EA | X | $ | = | $ | 0.00 | ||
| A21006 | 96" Painted Letters and Numerals with Glass Beads | 20 | EA | X | $ | = | $ | 0.00 | ||
| A22 | LETTERS AND NUMERALS, THERMOPLASTIC (Section 32 17 23) | |||||||||
| A22001 | 12" Thermoplastic Letters and Numerals | 100 | EA | X | $ | = | $ | 0.00 | ||
| A22002 | 24" Thermoplastic Letters and Numerals | 100 | EA | X | $ | = | $ | 0.00 | ||
| A22003 | 72" Thermoplastic Letters and Numerals | 150 | EA | X | $ | = | $ | 0.00 | ||
| A22004 | 96" Thermoplastic Letters and Numerals | 200 | EA | X | $ | = | $ | 0.00 | ||
| A23 | HANDICAP PARKING SYMBOLS (Section 32 17 23) | |||||||||
| A23001 | Handicap Parking Symbols, Reflective Paint | 40 | EA | X | $ | = | $ | 0.00 | ||
| A23002 | Handicap Parking Symbols, Reflective Decal/Paint | 40 | EA | X | $ | = | $ | 0.00 | ||
| A24 | PAINT CURBS (Section 32 17 23) | |||||||||
| A24001 | Paint Curbs Various Colors | 3000 | LF | X | $ | = | $ | 0.00 | ||
| A25 | MARKERS (Section 32 17 23) | |||||||||
| A25001 | Pavement Markers Retroreflective (above grade) | 50 | EA | X | $ | = | $ | 0.00 | ||
| A25002 | Pavement Markers Retroreflective (recessed) | 50 | EA | X | $ | = | $ | 0.00 | ||
| A25003 | Pavement Markers Retroreflective (raised 6" Ceramic Doughnut) | 100 | EA | X | $ | = | $ | 0.00 | ||
| A25004 | Temporary Lane Dividers "L" Shaped Reflective Above Grade | 300 | EA | X | $ | = | $ | 0.00 | ||
| A26 | TRAFFIC SIGNS (Section 10 14 01) | |||||||||
| A26001 | Traffic Signs, Furnish and Install New Road Signs, Diamond Grade (Composite rate for various symbols, numbers, and lettering) | 800 | SF | X | $ | = | $ | 0.00 | ||
| A27 | SIGN POST (Includes excavation, and concrete embedment) (Section 10 14 01) | |||||||||
| A27001 | 2" Galv. Post Square Tube Two Part, Breakaway | 100 | EA | X | $ | = | $ | 0.00 | ||
| A27002 | 4 x 4 Post, Treated Wood, VDOT Standard | 40 | EA | X | $ | = | $ | 0.00 | ||
| A28 | MISCELLANEOUS | |||||||||
| A28001 | Pothole Patching and Repair (Section 32 01 29.61) | 32000 | SF | X | $ | = | $ | 0.00 | ||
| A28002 | Fine grade Existing Topsoil and seed, 0 to 100 SY (Section 31 00 00) | 200 | SY | X | $ | = | $ | 0.00 | ||
| A28003 | Fine grade Existing Topsoil and seed, 101 to 250 SY (Section 31 00 00) | 500 | SY | X | $ | = | $ | 0.00 | ||
| A28004 | Fine grade Existing Topsoil and seed, 251 to 500 SY (Section 31 00 00) | 1500 | SY | X | $ | = | $ | 0.00 | ||
| A28005 | Fine grade Existing Topsoil and seed, Over 500 SY (Section 31 00 00) | 3000 | SY | X | $ | = | $ | 0.00 | ||
| A28006 | Furnish, fine grade and seed topsoil (Average 4") 0 to 100 SY (Section 31 00 00) | 200 | SY | X | $ | = | $ | 0.00 | ||
| A28007 | Furnish, fine grade and seed topsoil (Average 4") 101 to 250 SY (Section 31 00 00) | 500 | SY | X | $ | = | $ | 0.00 | ||
| A28008 | Furnish, fine grade and seed topsoil (Average 4") 251 to 500 SY (Section 31 00 00) | 2000 | SY | X | $ | = | $ | 0.00 | ||
| A28009 | Furnish, fine grade and seed topsoil (Average 4") Over 500 SY (Section 31 00 00) | 20000 | SY | X | $ | = | $ | 0.00 | ||
| A28010 | Fine grade existing topsoil and install sod, 0 to 100 SY (Section 31 00 00) | 200 | SY | X | $ | = | $ | 0.00 | ||
| A28011 | Fine grade existing topsoil and install sod, 101 to 250 SY (Section 31 00 00) | 500 | SY | X | $ | = | $ | 0.00 | ||
| A28012 | Fine grade existing topsoil and install sod, 251 to 500 SY (Section 31 00 00) | 1000 | SY | X | $ | = | $ | 0.00 | ||
| A28013 | Fine grade existing topsoil and install sod, Over 500 SY (Section 31 00 00) | 1000 | SY | X | $ | = | $ | 0.00 | ||
| A28014 | Furnish and fine grade topsoil, install sod (Average 4") 0 to 100 SY (Section 31 00 00) | 200 | SY | X | $ | = | $ | 0.00 | ||
| A28015 | Furnish and fine grade topsoil, install sod (Average 4") 101 to 250 SY (Section 31 00 00) | 500 | SY | X | $ | = | $ | 0.00 | ||
| A28016 | Furnish and fine grade topsoil, install sod (Average 4") 251 to 500 SY (Section 31 00 00) | 1000 | SY | X | $ | = | $ | 0.00 | ||
| A28017 | Furnish and fine grade topsoil, install sod (Average 4") Over 500 SY (Section 31 00 00) | 1000 | SY | X | $ | = | $ | 0.00 | ||
| A28018 | Herbicide | 10000 | SY | X | $ | = | $ | 0.00 | ||
| A28019 | Parking Control Bumpers (PCB) Remove and Reinstall Existing 6' Long Bumpers | 200 | EA | X | $ | = | $ | 0.00 | ||
| A28020 | Parking Control Poles, Ties, Tracks, Logs, Jersey Type, etc.. (Remove and Reinstall in same location) | 80 | LF | X | $ | = | $ | 0.00 | ||
| A28022 | Install Government Furnished Bumpers. Contractor to furnish and install new pins. Bumpers = 6' long | 200 | EA | X | $ | = | $ | 0.00 | ||
| A28023 | Furnish and Install New 6' Concrete Parking Bumpers w/pins | 1000 | EA | X | $ | = | $ | 0.00 | ||
| A28024 | Hand Sweeping and Cleaning of Railroad and Crane Track Wheel Flangeways | 200 | LF | X | $ | = | $ | 0.00 | ||
| A28025 | Cleaning of areas by Hand Where Other Methods are not Applicable. | 400 | SY | X | $ | = | $ | 0.00 | ||
| A28026 | Install Traffic Loop (Sawcut, Epoxy, and tie into Hand Hole) In existing Bituminous or Portland | 2000 | LF | X | $ | = | $ | 0.00 | ||
| A28027 | Furnish and Install New Guard Post, Painted Solid or Stripes | 100 | EA | X | $ | = | $ | 0.00 | ||
| A28028 | Supply Steel road plate to bridge repair area and allow road to open to traffic until repairs can be resumed or until repaired area will support traffic. Up to 30 day usage per Order. (See "Section 01 11 00" Summary of Work paragraph 1.9 "Synopsis of Line Items") | 2000 | SF | X | $ | = | $ | 0.00 | ||
| A28029 | Hauling and Dumping of government owned material (Measure mileage from base exit closest to government designated dump site, by the most direct legal route to the dump site one way only) | 100 | MI | X | $ | = | $ | 0.00 | ||
| A29 | NON-PREPRICED WORK, MATERIAL, LABOR, AND COMMAND INTEREST WORK (Section 01 11 00) | |||||||||
| A29001 | Material, Equipment, and Shipping Costs | |||||||||
| ($500,000.00 SHALL REMAIN AS BID PRICE) | 1 | LS | X | $ | 500000.00 | = | $ | 500000.00 | ||
| A29002 | LABOR | 3,500 | HRS | X | $ | = | $ | 0.00 | ||
| A29003 | COMMAND INTEREST WORK | |||||||||
| (ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 48 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED) | 400 | EA | X | $ | = | $ | 0.00 | |||
| BASE YEAR TOTAL ESTIMATED PRICE - CLIN 0001 | $500,000.00 | |||||||||
| (Sum of Exhibit Line Items A01001-A29003) |
&RN40085-13-B-7728
Exhibit A Page &P of &N
Option Year 1
| Solicitation No. N40085-???????? Contract No. N40085-??????????? | |||||||||||
| INDEFINITE DELIVERY INDEFINITE QUANTITY REGIONAL CONSTRUCTION MAINTENANCE CONTRACT FOR | |||||||||||
| ASPHALT PAVING AND MINOR CONCRETE WORK AT VARIOUS NAVAL FACILITIES THROUGHOUT THE HAMPTON ROADS AREA, VIRGINIA | |||||||||||
| ???????????????? | |||||||||||
| EXHIBIT B, EXHIBIT LINE ITEM NUMBERS | |||||||||||
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES | |||||||||||
| ELIN | Description | Est. Qty | Unit | Unit Price | Total Price | ||||||
| INDEFINITE QUANTITY (IQ) WORK ITEMS - BASE YEAR - CLIN 0002 | |||||||||||
| B01 | DEMOLITION, REMOVAL, AND DISPOSAL (Section 02 41 00) | ||||||||||
| Sawcutting, Concrete or Asphalt Paving Removal, Curb Removal, Pavement Milling, Parking Control Bumpers Removal, etc. including the methodology of demolition, removal, transportation and proper disposal of each line item including cleanup where applicable. (Extra materials may be ordered on other line items.) With regard to piping, price includes excavation to the bottom of each pipe, pipe removal, pipe disposal, backfill with excavated materials, grade, and cleanup. (Extra fill may be ordered on other line items.) (CY, SYPI, EA or LF) | |||||||||||
| B01001 | Sawcutting (Per LF up to 4 inches deep) | 46,000 | LF | X | $ | = | $ | 0.00 | |||
| B01002 | Sawcutting (Per LF beyond 4 inches deep to 12 inches deep to be ordered only with B01001 for additional depth of cut) | 8,000 | LF | X | $ | = | $ | 0.00 | |||
| B01003 | Concrete Removal-Plain Heavy Equip. 0 To 25 CY | 100 | CY | X | $ | = | $ | 0.00 | |||
| B01004 | Concrete Removal-Plain, Heavy Equip. Over 25 CY | 200 | CY | X | $ | = | $ | 0.00 | |||
| B01005 | Concrete Removal-Reinf, Heavy Equip. 0 To 25 CY | 200 | CY | X | $ | = | $ | 0.00 | |||
| B01006 | Concrete Removal-Reinf, Heavy Equip. Over 25 CY | 3,200 | CY | X | $ | = | $ | 0.00 | |||
| B01007 | Concrete Removal-Plain, includes jackhammer and buggy | 20 | CY | X | $ | = | $ | 0.00 | |||
| B01008 | Concrete Removal-Reinf, includes jackhammer and buggy | 20 | CY | X | $ | = | $ | 0.00 | |||
| B01009 | Concrete Removal-Reinf, includes jackhammer and buggy, adjacent to railroad | 20 | CY | X | $ | = | $ | 0.00 | |||
| B01010 | Remove and Dispose of standard 4" thick sidewalk | 3,200 | SY | X | $ | = | $ | 0.00 | |||
| B01011 | Curb Removal (composite rate for standard curb removal) | 2800 | LF | X | $ | = | $ | 0.00 | |||
| B01015 | Curb and gutter Removal (composite rate for standard curb and gutter removal) | 2800 | LF | X | $ | = | $ | 0.00 | |||
| B01019 | Bituminous Pavement Removal, with heavy equipment 0 to 50 CY | 400 | CY | X | $ | = | $ | 0.00 | |||
| B01020 | Bituminous Pavement Removal, with heavy equipment over 50 CY | 1,800 | CY | X | $ | = | $ | 0.00 | |||
| B01021 | Bituminous Pavement Removal, with Jackhammer and Buggy | 20 | CY | X | $ | = | $ | 0.00 | |||
| B01022 | Bituminous Pavement Removal, includes jackhammer and buggy, adjacent to railroad | 20 | CY | X | $ | = | $ | 0.00 | |||
| B01023 | Milling of Bituminous Pavement, 0 to 2000 SY (per inch thick) | 20,000 | SYPI | X | $ | = | $ | 0.00 | |||
| B01024 | Milling of Bituminous Pavement, 2000 to 5000 SY (per inch thick) | 30,000 | SYPI | X | $ | = | $ | 0.00 | |||
| B01025 | Milling of Bituminous Pavement, Over 5000 SY (per inch thick) | 100,000 | SYPI | X | $ | = | $ | 0.00 | |||
| B01026 | Parking Control Bumpers Blocks and Pins- 6' | 500 | EA | X | $ | = | $ | 0.00 | |||
| B01027 | Removal and Disposal of Parking Control Poles, Tracks, Logs, etc. | 100 | LF | X | $ | = | $ | 0.00 | |||
| B01028 | Removal and Disposal of Parking Control Jersey Barricade | 100 | EA | X | $ | = | $ | 0.00 | |||
| B01029 | Removal and Disposal of Existing Guard Post | 100 | EA | X | $ | = | $ | 0.00 | |||
| B01030 | Removal and Disposal of Existing Traffic Signs | 40 | EA | X | $ | = | $ | 0.00 | |||
| B01031 | Removal and Reinstall Existing Traffic Signs, Includes Post and up to 12 SF Per Sign | 40 | EA | X | $ | = | $ | 0.00 | |||
| B01032 | Removal and Disposal of Existing Railroad Trackage and Railroad Ties | 40 | LF | X | $ | = | $ | 0.00 | |||
| B01033 | Removal and Disposal of Existing Railroad Trackage and Railroad Ties (in concrete) | 400 | LF | X | $ | = | $ | 0.00 | |||
| B01034 | Removal and Disposal of Existing Catch Basin | 40 | EA | X | $ | = | $ | 0.00 | |||
| B01035 | Removal and Disposal of Existing Manhole ( max. 4' dia., max. 6' depth) | 10 | EA | X | $ | = | $ | 0.00 | |||
| B01036 | Removal and Disposal of Existing Manhole ( max. 4' dia., max. 10' depth) | 10 | EA | X | $ | = | $ | 0.00 | |||
| B01037 | Removal and Disposal of Existing Manhole ( max' 8' dia., max. 6' depth) | 10 | EA | X | $ | = | $ | 0.00 | |||
| B01038 | Removal and Disposal of Existing Manhole (max 8' dia., max. 10' depth) | 10 | EA | X | $ | = | $ | 0.00 | |||
| B01039 | Removal and Disposal of Existing Curb Inlet | 40 | EA | X | $ | = | $ | 0.00 | |||
| B01040 | Removal and Disposal of Existing Concrete Pipe. Regular or Reinforced, Composite rate for sizes 0" to 24" | 300 | LF | X | $ | = | $ | 0.00 | |||
| B01041 | Removal and Disposal of Existing Concrete Pipe. Regular or Reinforced, Composite rate for sizes 27" to 36" | 800 | LF | X | $ | = | $ | 0.00 | |||
| B01042 | Removal and Disposal of Existing PVC Pipe. Composite rate for sizes 0" to 24" | 800 | LF | X | $ | = | $ | 0.00 | |||
| B02 | EARTHWORK (Section 31 00 00) | - 0 | |||||||||
| Earthwork includes the methodology of excavation, stockpiling, removal, disposal and grading (rough and fine) of materials where applicable. (Additional measures may be ordered on other line items.) (CY) | |||||||||||
| B02001 | Excavation and Grading (Jobs up to 50 CY) | 300 | CY | X | $ | = | $ | 0.00 | |||
| B02002 | Excavation and Grading (Jobs Over 50 CY) | 40,000 | CY | X | $ | = | $ | 0.00 | |||
| B02003 | Hand Excavation | 400 | CY | X | $ | = | $ | 0.00 | |||
| B02004 | Furnish and Apply in Place, Fine Aggregate (Sand) | 1,300 | CY | X | $ | = | $ | 0.00 | |||
| B02005 | Furnish and Apply in Place, Select Backfill | 12,000 | CY | X | $ | = | $ | 0.00 | |||
| B02006 | Furnish and Apply in Place, Top Soil | 2,000 | CY | X | $ | = | $ | 0.00 | |||
| B03 | FABRICS (FURNISH AND INSTALL) | - 0 | |||||||||
| B03001 | Soil Reinforcement Fabric | 20,000 | SY | X | $ | = | $ | 0.00 | |||
| B03002 | Pavement Fabric, Standard | 700 | SY | X | $ | = | $ | 0.00 | |||
| B03003 | Silt Fence (Section 01 57 19) | 16,000 | LF | X | $ | = | $ | 0.00 | |||
| B03004 | Bank Stabilization Excelsior Blanket, EC-2 | 5,000 | SY | X | $ | = | $ | 0.00 | |||
| B03005 | Protection Safety Fence, Type I, Orange (Section 01 50 00) | 1,700 | LF | X | $ | = | $ | 0.00 | |||
| B03006 | Inlet Protection, Type I (includes hardware, cloth and stone) (Section 01 57 19) | 100 | EA | X | $ | = | $ | 0.00 | |||
| B03007 | Inlet Protection, Type II, (Stone filled filter bags) (Section 01 57 19) | 100 | EA | X | $ | = | $ | 0.00 | |||
| B04 | AGGREGATE BASE COURSE (Section 32 11 23) | - 0 | |||||||||
| B04001 | Aggregate Base Course, 21A, 0 to 900 SY/IN | 4,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B04002 | Aggregate Base Course, 21A, 901 to 2,727 SY/IN | 12,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B04003 | Aggregate Base Course, 21A, 2,728 to 9,100 SY/IN | 36,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B04004 | Aggregate Base Course, 21A, 9,100 to 18,180 SY/IN | 72,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B04005 | Aggregate Base Course, 21A, Over , 18,181 SY/IN | 200,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B05 | EXISTING AGGREGATE OR BASE COURSE REWORK, RIPRAP, No. 57 AGGREGATE | - 0 | |||||||||
| B05001 | Scalping Existing Aggregate and Reinstall, 0 to 900 SY/IN (Section 32 11 23) | 5,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B05002 | Scalping Existing Aggregate and Reinstall, 901 to 2727 SY/IN (Section 32 11 23) | 10,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B05003 | Scalping Existing Aggregate and Reinstall, 2728 to 9,100 SY/IN (Section 32 11 23) | 20,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B05004 | Scalping Existing Aggregate and Reinstall, Over 9,100 SY/IN (Section 32 11 23) | 80,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B05006 | Fine Grade Existing Base Course, not to exceed 3" deep 0 to 1000 SY (Section 32 11 23) | 4,000 | SY | X | $ | = | $ | 0.00 | |||
| B05007 | Fine Grade Existing Base Course, not to exceed 3" deep 1001 to 2000 SY (Section 32 11 23) | 7,000 | SY | X | $ | = | $ | 0.00 | |||
| B05008 | Fine Grade Existing Base Course, not to exceed 3" deep 2001 to 3000 SY (Section 32 11 23) | 10,000 | SY | X | $ | = | $ | 0.00 | |||
| B05009 | Fine Grade Existing Base Course, not to exceed 3" deep Over 3000 SY (Section 32 11 23) | 40,000 | SY | X | $ | = | $ | 0.00 | |||
| B05010 | Provide and apply RIP RAP (Stone) (Section 31 00 00) | 100 | TN | X | $ | = | $ | 0.00 | |||
| B05011 | VDOT No. 57 Open Graded Coarse Aggregate (Section 31 00 00) | 900 | TN | X | $ | = | $ | 0.00 | |||
| B06 | SUPERPAVE LIQUID BITUMINOUS | - 0 | |||||||||
| B06001 | Liquid Bituminous (Section 32 12 13) | 20,000 | GL | X | $ | = | $ | 0.00 | |||
| B06002 | Crack Sealing (Section 32 01 17.61) | 2,000 | LF | X | $ | = | $ | 0.00 | |||
| B06003 | Bituminous Rejuvenation (Spray on or Mop on) (Section 32 01 13.64) | 36,000 | SF | X | $ | = | $ | 0.00 | |||
| B07 | VDOT SUPERPAVE BITUMINOUS BASE MIX (Section 32 12 16) | - 0 | |||||||||
| B07001 | Bituminous Concrete BM-25.0 A, 0 to 900 SY/IN | 2,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B07002 | Bituminous Concrete BM-25.0 A, 901 to 2,727 SY/IN | 6,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B07003 | Bituminous Concrete BM-25.0 A, 2,728 to 9,100 SY/IN | 20,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B07004 | Bituminous Concrete BM-25.0 A, Over 9,101 SY/IN | 70,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B07006 | 100% Hand Work BM-25.0 A | 3,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08 | VDOT SUPERPAVE BITUMINOUS SURFACE MIX (Section 32 12 16) | - 0 | |||||||||
| B08001 | Bituminous Concrete SM-9.5 A, 0 To 900 SY/IN | 4,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08002 | Bituminous Concrete SM-9.5 A, 901 To 2,727 SY/IN | 24,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08003 | Bituminous Concrete SM-9.5 A, 2,728 To 9,100 SY/IN | 88,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08004 | Bituminous Concrete SM-9.5 A, 9,101 To 18,180 and over SY/IN | 250,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08005 | 100% Hand Work SM-9.5 A | 5,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08006 | Bituminous Concrete SM-9.5 D, 0 To 900 SY/IN | 1,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08007 | Bituminous Concrete SM-9.5 D, 901 To 2,727 SY/IN | 3,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08008 | Bituminous Concrete SM-9.5 D, 2,728 To 9,100 SY/IN | 10,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08009 | Bituminous Concrete SM-9.5 D, 9,101 To 18,180 and over SY/IN | 20,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08010 | 100% Hand Work SM-9.5 D | 20 | SYIN | X | $ | = | $ | 0.00 | |||
| B08011 | Bituminous Concrete SM-12.5 A, 0 To 900 SY/IN | 1,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08012 | Bituminous Concrete SM-12.5 A, 901 To 2,727 SY/IN | 3,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08013 | Bituminous Concrete SM-12.5 A, 2,728 To 9,100 SY/IN | 10,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08014 | Bituminous Concrete SM-12.5 A, 9,101 To 18,180 and over SY/IN | 20,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08015 | 100% Hand Work SM-12.5 A | 350 | SYIN | X | $ | = | $ | 0.00 | |||
| B08016 | Bituminous Concrete SM-12.5 D, 0 To 900 SY/IN | 1,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08017 | Bituminous Concrete SM-12.5 D, 901 To 2,727 SY/IN | 3,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08018 | Bituminous Concrete SM-12.5 D, 2,728 To 9,100 SY/IN | 10,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08019 | Bituminous Concrete SM-12.5 D, over 9,101 SY/IN | 20,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B08020 | 100% Hand Work SM-12.5 D | 1,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B09 | VDOT SUPERPAVE BITUMINOUS INTERMEDIATE MIX (Section 32 12 16) | - 0 | |||||||||
| B09001 | Bituminous Concrete IM-19.0 A, 0 To 900 SY/IN | 1,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B09002 | Bituminous Concrete IM-19.0 A, 901 To 2,727 SY/IN | 3,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B09003 | Bituminous Concrete IM-19.0 A, 2,728 To 9,100 SY/IN | 10,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B09004 | Bituminous Concrete IM-19.0 A, over 9,101 SY/IN | 20,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B09005 | 100% Hand Work IM-19.0 A | 1,000 | SYIN | X | $ | = | $ | 0.00 | |||
| B10 | STAMPED ASPHALT (Section 32 12 30) | - 0 | |||||||||
| B10001 | Stamped Asphalt, various patterns and colors | 5000 | SF | X | $ | = | $ | 0 | |||
| B11 | MANHOLES AND DRAINAGE (Section 33 40 00) | - 0 | |||||||||
| Price includes excavation, backfill with excavated materials, grade, and cleanup as well as the cost for all joints, connections, etc. (Extra fill may be ordered on other line items.) | |||||||||||
| B11001 | Provide and Install New Reinforced Concrete Pipe Class III, 12" or elliptical pipe equivalent | 1100 | LF | X | $ | = | $ | 0.00 | |||
| B11002 | Provide and Install New Reinforced Concrete Pipe Class III, 15" or elliptical pipe equivalent | 800 | LF | X | $ | = | $ | 0.00 | |||
| B11003 | Provide and Install New Reinforced Concrete Pipe Class III, 18" or elliptical pipe equivalent | 600 | LF | X | $ | = | $ | 0.00 | |||
| B11004 | Provide and Install New Reinforced Concrete Pipe Class III, 24" or elliptical pipe equivalent | 500 | LF | X | $ | = | $ | 0.00 | |||
| B11005 | Provide and Install New Reinforced Concrete Pipe Class III, 30" or elliptical pipe equivalent | 400 | LF | X | $ | = | $ | 0.00 | |||
| B11006 | Adjust Manhole or Drainage Inlet. Metal Riser Ring Method | 40 | V/ Inch | X | $ | = | $ | 0.00 | |||
| B11007 | Adjust Manhole or Drainage Inlet Masonry Method | 40 | V/ Inch | X | $ | = | $ | 0.00 | |||
| B11008 | Adjust Valve or Meter Box | 100 | V/ Inch | X | $ | = | $ | 0.00 | |||
| B11009 | Provide and Install New Manhole max. 4' dia., max. 8' deep with Frame and Cover | 40 | V/ foot | X | $ | = | $ | 0.00 | |||
| B11010 | Provide and Install New Catch Basin max. 4' dia., max. 8' deep with Frame and Grate | 200 | V/ foot | X | $ | = | $ | 0.00 | |||
| B11011 | Provide and Install New Frame and Cover (F&C) on Existing Utilities, Includes Removal and Disposal of old F&C | 40 | EA | X | $ | = | $ | 0.00 | |||
| B11012 | Provide and Install New Valve or Meter Box | 40 | EA | X | $ | = | $ | 0.00 | |||
| B11013 | Provide and Install New Curb Inlet with Frame and Cover | 200 | V/ foot | X | $ | = | $ | 0.00 | |||
| B11014 | Additional Cost to Provide and Install Pre-Cast Manhole, Catch Basin, and Curb Inlet in Lieu of Masonry | 40 | V/ foot | X | $ | = | $ | 0.00 | |||
| B11015 | Fixture Tags (Brass) Provide and Install on Drainage Fixtures (Section 01 11 00) | 20 | EA | X | $ | = | $ | 0.00 | |||
| B11016 | Tie in of New Pipe to Existing Brick Structure (Composite rate up to 30" pipe) | 40 | EA | X | $ | = | $ | 0.00 | |||
| B11017 | Tie in of New Pipe to Existing Concrete Structure (Composite rate up to 30" pipe) | 40 | EA | X | $ | = | $ | 0.00 | |||
| B11018 | Grout (plug) Abandoned Pipe (Composite Rate for up to 15" pipe) | 40 | EA | X | $ | = | $ | 0.00 | |||
| B11019 | Grout (plug) Abandoned Pipe (Composite Rate for above 15" to 30" pipe) | 40 | EA | X | $ | = | $ | 0.00 | |||
| B12 | PROVIDE AND INSTALL NEW SCHEDULE 40 (PVC) PIPE (Section 33 40 00) | - 0 | |||||||||
| Price includes excavation to the bottom of each pipe trench, backfill, grade, and cleanup as well as the cost for all joints, ell's, tees, couplings, etc. (Extra fill may be ordered on other line items.) | |||||||||||
| B12001 | Provide and Install New Schedule 40 (PVC) Pipe 6" | 200 | LF | X | $ | = | $ | 0.00 | |||
| B12002 | Provide and Install New Schedule 40 (PVC) Pipe 8" | 400 | LF | X | $ | = | $ | 0.00 | |||
| B12003 | Provide and Install New Schedule 40 (PVC) Pipe 10" | 200 | LF | X | $ | = | $ | 0.00 | |||
| B12004 | Provide and Install New Schedule 40 (PVC) Pipe 12" | 100 | LF | X | $ | = | $ | 0.00 | |||
| B13 | VDOT STANDARD CURB CG 2 AND 3 (Section 32 16 19) | - 0 | |||||||||
| B13001 | VDOT Standard Curb CG 2 and 3, 0 to 100 LF | 400 | LF | X | $ | = | $ | 0.00 | |||
| B13003 | VDOT Standard Curb CG 2 and 3, 101 to 500 LF | 4000 | LF | X | $ | = | $ | 0.00 | |||
| B13004 | VDOT Standard Curb CG 2 and 3, Over 500 LF | 2000 | LF | X | $ | = | $ | 0.00 | |||
| B14 | VDOT STANDARD RADIAL CURB CG 2 AND 3 (Section 32 16 19) | - 0 | |||||||||
| B14001 | VDOT Standard Radial Curb CG 2 and 3, 0 to 100 LF | 300 | LF | X | $ | = | $ | 0.00 | |||
| B14003 | VDOT Standard Radial Curb CG 2 and 3, 101 to 500 LF | 600 | LF | X | $ | = | $ | 0.00 | |||
| B14004 | VDOT Standard Radial Curb CG 2 and 3, Over 500 LF | 1000 | LF | X | $ | = | $ | 0.00 | |||
| B15 | VDOT STANDARD CURB CG 6 AND 7 (Section 32 16 19) | - 0 | |||||||||
| B15001 | VDOT Standard Curb CG 6 and 7, 0 to 100 LF | 600 | LF | X | $ | = | $ | 0.00 | |||
| B15003 | VDOT Standard Curb CG 6 and 7, 101 to 500 LF | 2000 | LF | X | $ | = | $ | 0.00 | |||
| B15004 | VDOT Standard Curb CG 6 and 7, Over 500 LF | 4000 | LF | X | $ | = | $ | 0.00 | |||
| B16 | VDOT STANDARD RADIAL CURB CG 6 AND 7 (Section 32 16 19) | - 0 | |||||||||
| B16001 | VDOT Standard Radial Curb CG 6 and 7, 0 to 100 LF | 400 | LF | X | $ | = | $ | 0.00 | |||
| B16003 | VDOT Standard Radial Curb CG 6 and 7, 101 to 500 LF | 800 | LF | X | $ | = | $ | 0.00 | |||
| B16004 | VDOT Standard Radial Curb CG 6 and 7, Over 500 LF | 1200 | LF | X | $ | = | $ | 0.00 | |||
| B17 | MISC CONCRETE | - 0 | |||||||||
| B17001 | Concrete Sidewalks 4" deep (Section 32 16 19) | 6000 | SY | X | $ | = | $ | 0.00 | |||
| B17002 | Concrete Aprons (CG-9D) Standard Entrance, 7" deep (Section 32 13 13.06) | 40 | SY | X | $ | = | $ | 0.00 | |||
| B17003 | Concrete Valley Gutters, (CG) 7" deep (Section 32 16 19) | 700 | SY | X | $ | = | $ | 0.00 | |||
| B17004 | Concrete Handicap Aprons, (CG-12) 7" Deep, Heavy Broom Finish included Tactile Warning Mat (Section 32 13 13.06) | 300 | SY | X | $ | = | $ | 0.00 | |||
| B17005 | Pavement Type Slab (Section 32 13 13.06) | 700 | CY | X | $ | = | $ | 0.00 | |||
| B17006 | Misc. Cast in Place Concrete, by Chute (Section 03 30 53) | 100 | CY | X | $ | = | $ | 0.00 | |||
| B17007 | Misc. Cast in Place Concrete, by Hand Buggy (Section 03 30 53) | 40 | CY | X | $ | = | $ | 0.00 | |||
| B17008 | Misc. Cast in Place Concrete, by Hydraulic Pumping (Section 03 30 53) | 100 | CY | X | $ | = | $ | 0.00 | |||
| B17009 | High Early Concrete, additional cost in conjunction with other Concrete Line Items Ordered (Section 03 30 53) | 40 | CY | X | $ | = | $ | 0.00 | |||
| B17010 | Minor Concrete Repairs (Section 32 01 29.61) | 200 | SF | X | $ | = | $ | 0.00 | |||
| B17011 | Vapor Barrier (SQ= 100 SF) | 50 | SQ | X | $ | = | $ | 0.00 | |||
| B17016 | Joint Sealing (Section 32 16 19) | 5000 | LF | X | $ | = | $ | 0.00 | |||
| B18 | PAVEMENT MARKINGS (Section 32 17 23) | - 0 | |||||||||
| B18001 | Paint Removal, Contractor Contains and transports | 2000 | SF | X | $ | = | $ | 0.00 | |||
| B18002 | not used | - 0 | |||||||||
| B18003 | Thermoplastic Removal | 20000 | SF | X | $ | = | $ | 0.00 | |||
| B18004 | Black Out/Black Background (Section 32 12 36.13) | 20000 | SF | X | $ | = | $ | 0.00 | |||
| B18005 | Pavement Markers (Raised) Removal (Section 02 41 00) | 200 | EA | X | $ | = | $ | 0.00 | |||
| B18006 | Pavement Markers (Recessed ) Removal (Section 02 41 00) | 200 | EA | X | $ | = | $ | 0.00 | |||
| B18007 | Paint Marking, 4" wide with Glass Beads | 50000 | LF | X | $ | = | $ | 0.00 | |||
| B18008 | Paint Marking, 4" wide without Glass Beads | 36000 | LF | X | $ | = | $ | 0.00 | |||
| B18009 | Paint Marking, 4" wide Thermoplastic | 320000 | LF | X | $ | = | $ | 0.00 | |||
| B18010 | Paint Marking, Various Widths with Glass Beads | 400 | SF | X | $ | = | $ | 0.00 | |||
| B18011 | Paint Marking, Various Widths without Glass Beads | 120000 | SF | X | $ | = | $ | 0.00 | |||
| B18012 | Thermoplastic, Various Widths | 8000 | SF | X | $ | = | $ | 0.00 | |||
| B18013 | Arrows Straight or Curved, Paint with Glass Beads | 20 | EA | X | $ | = | $ | 0.00 | |||
| B18014 | Arrows Straight or Curved, Paint without Glass Beads | 20 | EA | X | $ | = | $ | 0.00 | |||
| B18015 | Arrows Straight or Curved, Thermoplastic | 200 | EA | X | $ | = | $ | 0.00 | |||
| B19 | CROSSWALKS (Total Square footage includes all transversed and hatched lines indicated on task drawings. Measurement and payment is based on total painted and unpainted pavement area contained within the hatched area) (Section 32 17 23) | - 0 | |||||||||
| B19001 | Crosswalks, Paint with Glass Beads | 3000 | SF | X | $ | = | $ | 0.00 | |||
| B19002 | Crosswalks, Thermoplastic | 46000 | SF | X | $ | = | $ | 0.00 | |||
| B20 | HATCHED LINES OTHER THAN CROSS WALKS (Total square footage includes all transversed and hatched lines indicated on task drawings. Measurement and payment is based on total painted and unpainted pavement area contained within the hatched area) (Section 32 17 23) | - 0 | |||||||||
| B20001 | Hatched Lines, Paint (various widths) with Glass Beads | 7000 | SF | X | $ | = | $ | 0.00 | |||
| B20002 | Hatched Lines, Paint (various widths) without Glass Beads | 20000 | SF | X | $ | = | $ | 0.00 | |||
| B20003 | Hatched Lines, Thermoplastic (various widths) | 16000 | SF | X | $ | = | $ | 0.00 | |||
| B21 | LETTERS AND NUMERALS, PAINT WITH GLASS BEADS (Section 32 17 23) | - 0 | |||||||||
| B21001 | 3" Paint Letters/Numerals with Glass Beads | 100 | EA | X | $ | = | $ | 0.00 | |||
| B21002 | 6" Paint Letters/Numerals with Glass Beads | 10000 | EA | X | $ | = | $ | 0.00 | |||
| B21003 | 12" Paint Letters/Numerals with Glass Beads | 40 | EA | X | $ | = | $ | 0.00 | |||
| B21004 | 24" Paint Letters/Numerals with Glass Beads | 100 | EA | X | $ | = | $ | 0.00 | |||
| B21005 | 72" Painted Letters and Numerals with Glass Beads | 20 | EA | X | $ | = | $ | 0.00 | |||
| B21006 | 96" Painted Letters and Numerals with Glass Beads | 20 | EA | X | $ | = | $ | 0.00 | |||
| B22 | LETTERS AND NUMERALS, THERMOPLASTIC (Section 32 17 23) | - 0 | |||||||||
| B22001 | 12" Thermoplastic Letters and Numerals | 100 | EA | X | $ | = | $ | 0.00 | |||
| B22002 | 24" Thermoplastic Letters and Numerals | 100 | EA | X | $ | = | $ | 0.00 | |||
| B22003 | 72" Thermoplastic Letters and Numerals | 150 | EA | X | $ | = | $ | 0.00 | |||
| B22004 | 96" Thermoplastic Letters and Numerals | 200 | EA | X | $ | = | $ | 0.00 | |||
| B23 | HANDICAP PARKING SYMBOLS (Section 32 17 23) | - 0 | |||||||||
| B23001 | Handicap Parking Symbols, Reflective Paint | 40 | EA | X | $ | = | $ | 0.00 | |||
| B23002 | Handicap Parking Symbols, Reflective Decal/Paint | 40 | EA | X | $ | = | $ | 0.00 | |||
| B24 | PAINT CURBS (Section 32 17 23) | - 0 | |||||||||
| B24001 | Paint Curbs Various Colors | 3000 | LF | X | $ | = | $ | 0.00 | |||
| B25 | MARKERS (Section 32 17 23) | - 0 | |||||||||
| B25001 | Pavement Markers Retroreflective (above grade) | 50 | EA | X | $ | = | $ | 0.00 | |||
| B25002 | Pavement Markers Retroreflective (recessed) | 50 | EA | X | $ | = | $ | 0.00 | |||
| B25003 | Pavement Markers Retroreflective (raised 6" Ceramic Doughnut) | 100 | EA | X | $ | = | $ | 0.00 | |||
| B25004 | Temporary Lane Dividers "L" Shaped Reflective Above Grade | 300 | EA | X | $ | = | $ | 0.00 | |||
| B26 | TRAFFIC SIGNS (Section 10 14 01) | - 0 | |||||||||
| B26001 | Traffic Signs, Furnish and Install New Road Signs, Diamond Grade (Composite rate for various symbols, numbers, and lettering) | 800 | SF | X | $ | = | $ | 0.00 | |||
| B27 | SIGN POST (Includes excavation, and concrete embedment) (Section 10 14 01) | - 0 | |||||||||
| B27001 | 2" Galv. Post Square Tube Two Part, Breakaway | 100 | EA | X | $ | = | $ | 0.00 | |||
| B27002 | 4 x 4 Post, Treated Wood, VDOT Standard | 40 | EA | X | $ | = | $ | 0.00 | |||
| B28 | MISCELLANEOUS | - 0 | |||||||||
| B28001 | Pothole Patching and Repair (Section 32 01 29.61) | 32000 | SF | X | $ | = | $ | 0.00 | |||
| B28002 | Fine grade Existing Topsoil and seed, 0 to 100 SY (Section 31 00 00) | 200 | SY | X | $ | = | $ | 0.00 | |||
| B28003 | Fine grade Existing Topsoil and seed, 101 to 250 SY (Section 31 00 00) | 500 | SY | X | $ | = | $ | 0.00 | |||
| B28004 | Fine grade Existing Topsoil and seed, 251 to 500 SY (Section 31 00 00) | 1500 | SY | X | $ | = | $ | 0.00 | |||
| B28005 | Fine grade Existing Topsoil and seed, Over 500 SY (Section 31 00 00) | 3000 | SY | X | $ | = | $ | 0.00 | |||
| B28006 | Furnish, fine grade and seed topsoil (Average 4") 0 to 100 SY (Section 31 00 00) | 200 | SY | X | $ | = | $ | 0.00 | |||
| B28007 | Furnish, fine grade and seed topsoil (Average 4") 101 to 250 SY (Section 31 00 00) | 500 | SY | X | $ | = | $ | 0.00 | |||
| B28008 | Furnish, fine grade and seed topsoil (Average 4") 251 to 500 SY (Section 31 00 00) | 2000 | SY | X | $ | = | $ | 0.00 | |||
| B28009 | Furnish, fine grade and seed topsoil (Average 4") Over 500 SY (Section 31 00 00) | 20000 | SY | X | $ | = | $ | 0.00 | |||
| B28010 | Fine grade existing topsoil and install sod, 0 to 100 SY (Section 31 00 00) | 200 | SY | X | $ | = | $ | 0.00 | |||
| B28011 | Fine grade existing topsoil and install sod, 101 to 250 SY (Section 31 00 00) | 500 | SY | X | $ | = | $ | 0.00 | |||
| B28012 | Fine grade existing topsoil and install sod, 251 to 500 SY (Section 31 00 00) | 1000 | SY | X | $ | = | $ | 0.00 | |||
| B28013 | Fine grade existing topsoil and install sod, Over 500 SY (Section 31 00 00) | 1000 | SY | X | $ | = | $ | 0.00 | |||
| B28014 | Furnish and fine grade topsoil, install sod (Average 4") 0 to 100 SY (Section 31 00 00) | 200 | SY | X | $ | = | $ | 0.00 | |||
| B28015 | Furnish and fine grade topsoil, install sod (Average 4") 101 to 250 SY (Section 31 00 00) | 500 | SY | X | $ | = | $ | 0.00 | |||
| B28016 | Furnish and fine grade topsoil, install sod (Average 4") 251 to 500 SY (Section 31 00 00) | 1000 | SY | X | $ | = | $ | 0.00 | |||
| B28017 | Furnish and fine grade topsoil, install sod (Average 4") Over 500 SY (Section 31 00 00) | 1000 | SY | X | $ | = | $ | 0.00 | |||
| B28018 | Herbicide | 10000 | SY | X | $ | = | $ | 0.00 | |||
| B28019 | Parking Control Bumpers (PCB) Remove and Reinstall Existing 6' Long Bumpers | 200 | EA | X | $ | = | $ | 0.00 | |||
| B28020 | Parking Control Poles, Ties, Tracks, Logs, Jersey Type, etc.. (Remove and Reinstall in same location) | 80 | LF | X | $ | = | $ | 0.00 | |||
| B28022 | Install Government Furnished Bumpers. Contractor to furnish and install new pins. Bumpers = 6' long | 200 | EA | X | $ | = | $ | 0.00 | |||
| B28023 | Furnish and Install New 6' Concrete Parking Bumpers w/pins | 1000 | EA | X | $ | = | $ | 0.00 | |||
| B28024 | Hand Sweeping and Cleaning of Railroad and Crane Track Wheel Flangeways | 200 | LF | X | $ | = | $ | 0.00 | |||
| B28025 | Cleaning of areas by Hand Where Other Methods are not Applicable. | 400 | SY | X | $ | = | $ | 0.00 | |||
| B28026 | Install Traffic Loop (Sawcut, Epoxy, and tie into Hand Hole) In existing Bituminous or Portland | 2000 | LF | X | $ | = | $ | 0.00 | |||
| B28027 | Furnish and Install New Guard Post, Painted Solid or Stripes | 100 | EA | X | $ | = | $ | 0.00 | |||
| B28028 | Supply Steel road plate to bridge repair area and allow road to open to traffic until repairs can be resumed or until repaired area will support traffic. Up to 30 day usage per Order. (See "Section 01 11 00" Summary of Work paragraph 1.9 "Synopsis of Line Items") | 2000 | SF | X | $ | = | $ | 0.00 | |||
| B28029 | Hauling and Dumping of government owned material (Measure mileage from base exit closest to government designated dump site, by the most direct legal route to the dump site one way only) | 100 | MI | X | $ | = | $ | 0.00 | |||
| B29 | NON-PREPRICED WORK, MATERIAL, LABOR, AND COMMAND INTEREST WORK (Section 01 11 00) | - 0 | |||||||||
| B29001 | Material, Equipment, and Shipping Costs | ||||||||||
| ($500,000.00 SHALL REMAIN AS BID PRICE) | 1 | LS | X | $ | 500000.00 | = | $ | 500000.00 | |||
| B29002 | LABOR | 3,500 | HRS | X | $ | = | $ | 0.00 | - 0 | ||
| B29003 | COMMAND INTEREST WORK | ||||||||||
| (ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 48 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED) | 400 | EA | X | $ | = | $ | 0.00 | - 0 | |||
| BASE YEAR TOTAL ESTIMATED PRICE - CLIN 0001 | $500,000.00 | - 0 | |||||||||
| (Sum of Exhibit Line Items B01001-B29003) |
&RN40085-13-B-7728
Exhibit A Page &P of &N
Option Year 2
| Solicitation No. N40085-???????? Contract No. N40085-??????????? | |||||||||||
| INDEFINITE DELIVERY INDEFINITE QUANTITY REGIONAL CONSTRUCTION MAINTENANCE CONTRACT FOR | |||||||||||
| ASPHALT PAVING AND MINOR CONCRETE WORK AT VARIOUS NAVAL FACILITIES THROUGHOUT THE HAMPTON ROADS AREA, VIRGINIA | |||||||||||
| ???????????????? | |||||||||||
| EXHIBIT C, EXHIBIT LINE ITEM NUMBERS | |||||||||||
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES | |||||||||||
| ELIN | Description | Est. Qty | Unit | Unit Price | Total Price | ||||||
| INDEFINITE QUANTITY (IQ) WORK ITEMS - BASE YEAR - CLIN 0003 | |||||||||||
| C01 | DEMOLITION, REMOVAL, AND DISPOSAL (Section 02 41 00) | ||||||||||
| Sawcutting, Concrete or Asphalt Paving Removal, Curb Removal, Pavement Milling, Parking Control Bumpers Removal, etc. including the methodology of demolition, removal, transportation and proper disposal of each line item including cleanup where applicable. (Extra materials may be ordered on other line items.) With regard to piping, price includes excavation to the bottom of each pipe, pipe removal, pipe disposal, backfill with excavated materials, grade, and cleanup. (Extra fill may be ordered on other line items.) (CY, SYPI, EA or LF) | |||||||||||
| C01001 | Sawcutting (Per LF up to 4 inches deep) | 46,000 | LF | X | $ | = | $ | 0.00 | |||
| C01002 | Sawcutting (Per LF beyond 4 inches deep to 12 inches deep to be ordered only with C01001 for additional depth of cut) | 8,000 | LF | X | $ | = | $ | 0.00 | |||
| C01003 | Concrete Removal-Plain Heavy Equip. 0 To 25 CY | 100 | CY | X | $ | = | $ | 0.00 | |||
| C01004 | Concrete Removal-Plain, Heavy Equip. Over 25 CY | 200 | CY | X | $ | = | $ | 0.00 | |||
| C01005 | Concrete Removal-Reinf, Heavy Equip. 0 To 25 CY | 200 | CY | X | $ | = | $ | 0.00 | |||
| C01006 | Concrete Removal-Reinf, Heavy Equip. Over 25 CY | 3,200 | CY | X | $ | = | $ | 0.00 | |||
| C01007 | Concrete Removal-Plain, includes jackhammer and buggy | 20 | CY | X | $ | = | $ | 0.00 | |||
| C01008 | Concrete Removal-Reinf, includes jackhammer and buggy | 20 | CY | X | $ | = | $ | 0.00 | |||
| C01009 | Concrete Removal-Reinf, includes jackhammer and buggy, adjacent to railroad | 20 | CY | X | $ | = | $ | 0.00 | |||
| C01010 | Remove and Dispose of standard 4" thick sidewalk | 3,200 | SY | X | $ | = | $ | 0.00 | |||
| C01011 | Curb Removal (composite rate for standard curb removal) | 2800 | LF | X | $ | = | $ | 0.00 | |||
| C01015 | Curb and gutter Removal (composite rate for standard curb and gutter removal) | 2800 | LF | X | $ | = | $ | 0.00 | |||
| C01019 | Bituminous Pavement Removal, with heavy equipment 0 to 50 CY | 400 | CY | X | $ | = | $ | 0.00 | |||
| C01020 | Bituminous Pavement Removal, with heavy equipment over 50 CY | 1,800 | CY | X | $ | = | $ | 0.00 | |||
| C01021 | Bituminous Pavement Removal, with Jackhammer and Buggy | 20 | CY | X | $ | = | $ | 0.00 | |||
| C01022 | Bituminous Pavement Removal, includes jackhammer and buggy, adjacent to railroad | 20 | CY | X | $ | = | $ | 0.00 | |||
| C01023 | Milling of Bituminous Pavement, 0 to 2000 SY (per inch thick) | 20,000 | SYPI | X | $ | = | $ | 0.00 | |||
| C01024 | Milling of Bituminous Pavement, 2000 to 5000 SY (per inch thick) | 30,000 | SYPI | X | $ | = | $ | 0.00 | |||
| C01025 | Milling of Bituminous Pavement, Over 5000 SY (per inch thick) | 100,000 | SYPI | X | $ | = | $ | 0.00 | |||
| C01026 | Parking Control Bumpers Blocks and Pins- 6' | 500 | EA | X | $ | = | $ | 0.00 | |||
| C01027 | Removal and Disposal of Parking Control Poles, Tracks, Logs, etc. | 100 | LF | X | $ | = | $ | 0.00 | |||
| C01028 | Removal and Disposal of Parking Control Jersey Barricade | 100 | EA | X | $ | = | $ | 0.00 | |||
| C01029 | Removal and Disposal of Existing Guard Post | 100 | EA | X | $ | = | $ | 0.00 |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .