Attachment 2 - Hampton Roads Asphalt Paving IDIQ ELINs.xlsx
XLSX spreadsheet 155 KB Posted
- Solicitation number
- N4008524B2500
About this file
This document is an Attachment 2 - Hampton Roads Asphalt Paving IDIQ Exhibit Line Item Numbers (ELINs) for a federal contract opportunity.
The solicitation is for an Indefinite Delivery Indefinite Quantity (IDIQ) regional construction maintenance contract for asphalt paving and minor concrete work at various naval facilities throughout the Hampton Roads area of Virginia. The contract has a base year and four option years. The document provides a detailed schedule of prices for over 300 line items across 32 contract line items (CLINs) for work such as demolition, earthwork, aggregates, paving, concrete, drainage, pavement markings, signs, and miscellaneous items. Estimated quantities are provided for each ELIN. Pricing is requested in a unit price format. The contract includes both pre-priced and non-pre-priced work, with a $500,000 allowance for non-pre-priced material, equipment, and shipping costs. The contract also includes a requirement for command interest work to respond within 48 hours. This document does not provide information on the response dates, award dates, small business set asides, or incumbent contractors.
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Summary
CONTRACT SUMMARY
| BASE YEAR |
| OPTION 1 |
| OPTION 2 |
| OPTION 3 |
| OPTION 4 |
TOTAL CONTRACT
Base Year
SOLICITATION NO. TBD
| INDEFINITE DELIVERY INDEFINITE QUANTITY REGIONAL CONSTRUCTION MAINTENANCE CONTRACT FOR |
| ASPHALT PAVING AND MINOR CONCRETE WORK AT VARIOUS NAVAL FACILITIES THROUGHOUT HAMPTON ROADS AREA, VIRGINIA |
REFER TO SECTION 01 11 00 PART 1.10 SYNOPSIS OF LINE ITEMS FOR ADDITIONAL DESCRIPTIVE INFORMATION ABOUT ELINS BELOW
| EXHIBIT A, EXHIBIT LINE ITME NUMBERS |
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES |
| ELIN / Sub ELIN | Description | Estimated Quantity | Unit of Issue | Unit Price | Total |
| INDEFINITY QUANTITY (IQ) WORK ITEMS - BASE YEAR - CLIN 0001 |
| A001 | 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.) With regard to storm structures, price includes excavation, backfill, grade, and cleanup. (Extra fill may be ordered on other line items.) (CY, SYPI, EA or LF) | |||||
| A001AA | Sawcutting (Per LF up to 4 inches deep) | 46,000 | LF | $ - 0 | $ - 0 |
| A001AB | Sawcutting (Per LF beyond 4 inches deep to 12 inches deep to be ordered only with A001AA for additional depth of cut) | 8,000 | LF | $ - 0 | $ - 0 |
| A001AC | Concrete Removal-Plain Heavy Equip. 0 To 25 CY | 100 | CY | $ - 0 | $ - 0 |
| A001AD | Concrete Removal-Plain, Heavy Equip. Over 25 CY | 200 | CY | $ - 0 | $ - 0 |
| A001AE | Concrete Removal-Reinf, Heavy Equip. 0 To 25 CY | 200 | CY | $ - 0 | $ - 0 |
| A001AF | Concrete Removal-Reinf, Heavy Equip. Over 25 CY | 3,200 | CY | $ - 0 | $ - 0 |
| A001AG | Concrete Removal-Plain, includes jackhammer and buggy | 20 | CY | $ - 0 | $ - 0 |
| A001AH | Concrete Removal-Reinf, includes jackhammer and buggy | 20 | CY | $ - 0 | $ - 0 |
| A001AJ | Concrete Removal-Reinf, includes jackhammer and buggy, adjacent to railroad | 20 | CY | $ - 0 | $ - 0 |
| A001AK | Remove and Dispose of standard 4" thick sidewalk | 3,200 | SY | $ - 0 | $ - 0 |
| A001AL | Curb Removal (composite rate for standard curb removal) | 2,800 | LF | $ - 0 | $ - 0 |
| A001AM | Curb and gutter Removal (composite rate for standard curb and gutter removal) | 2,800 | LF | $ - 0 | $ - 0 |
| A001AN | Bituminous Pavement Removal, with heavy equipment 0 to 50 CY | 400 | CY | $ - 0 | $ - 0 |
| A001AP | Bituminous Pavement Removal, with heavy equipment over 50 CY | 1,800 | CY | $ - 0 | $ - 0 |
| A001AQ | Bituminous Pavement Removal, with Jackhammer and Buggy | 20 | CY | $ - 0 | $ - 0 |
| A001AR | Bituminous Pavement Removal, includes jackhammer and buggy, adjacent to railroad | 20 | CY | $ - 0 | $ - 0 |
| A001AS | Milling of Bituminous Pavement, 0 to 2000 SY (per inch thick) | 20,000 | SYPI | $ - 0 | $ - 0 |
| A001AT | Milling of Bituminous Pavement, 2000 to 5000 SY (per inch thick) | 30,000 | SYPI | $ - 0 | $ - 0 |
| A001AU | Milling of Bituminous Pavement, Over 5000 SY (per inch thick) | 100,000 | SYPI | $ - 0 | $ - 0 |
| A001AV | Parking Control Bumpers Blocks and Pins- 6' | 500 | EA | $ - 0 | $ - 0 |
| A001AW | Removal and Disposal of Parking Control Poles, Tracks, Logs, etc. | 100 | LF | $ - 0 | $ - 0 |
| A001AX | Removal and Disposal of Parking Control Jersey Barricade | 100 | EA | $ - 0 | $ - 0 |
| A001AY | Removal and Disposal of Existing Guard Post | 100 | EA | $ - 0 | $ - 0 |
| A001BA | Removal and Disposal of Existing Traffic Signs | 40 | EA | $ - 0 | $ - 0 |
| A001BB | Removal and Reinstall Existing Traffic Signs, Includes Post and up to 12 SF Per Sign | 40 | EA | $ - 0 | $ - 0 |
| A001BC | Removal and Disposal of Existing Railroad Trackage and Railroad Ties | 40 | LF | $ - 0 | $ - 0 |
| A001BD | Removal and Disposal of Existing Railroad Trackage and Railroad Ties (in concrete) | 400 | LF | $ - 0 | $ - 0 |
| A001BE | Removal and Disposal of Existing Catch Basin | 40 | EA | $ - 0 | $ - 0 |
| A001BF | Removal and Disposal of Existing Manhole ( max. 4' dia., max. 6' depth) | 10 | EA | $ - 0 | $ - 0 |
| A001BG | Removal and Disposal of Existing Manhole ( max. 4' dia., max. 10' depth) | 10 | EA | $ - 0 | $ - 0 |
| A001BH | Removal and Disposal of Existing Manhole ( max' 8' dia., max. 6' depth) | 10 | EA | $ - 0 | $ - 0 |
| A001BJ | Removal and Disposal of Existing Manhole (max 8' dia., max. 10' depth) | 10 | EA | $ - 0 | $ - 0 |
| A001BK | Removal and Disposal of Existing Curb Inlet | 40 | EA | $ - 0 | $ - 0 |
| A001BL | Removal and Disposal of Existing Concrete Pipe. Regular or Reinforced, Composite rate for sizes 0" to 24" | 300 | LF | $ - 0 | $ - 0 |
| A001BM | Removal and Disposal of Existing Concrete Pipe. Regular or Reinforced, Composite rate for sizes 27" to 36" | 800 | LF | $ - 0 | $ - 0 |
| A001BN | Removal and Disposal of Existing PVC Pipe. Composite rate for sizes 0" to 24" | 800 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A001 | $ - 0 |
| A002 | 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) | |||||
| A002AA | Excavation and Grading (Jobs up to 50 CY) | 300 | CY | $ - 0 | $ - 0 |
| A002AB | Excavation and Grading (Jobs Over 50 CY) | 40,000 | CY | $ - 0 | $ - 0 |
| A002AC | Hand Excavation | 400 | CY | $ - 0 | $ - 0 |
| A002AD | Furnish and Apply in Place, Fine Aggregate (Sand) | 1,300 | CY | $ - 0 | $ - 0 |
| A002AE | Furnish and Apply in Place, Select Material | 12,000 | CY | $ - 0 | $ - 0 |
| A002AF | Furnish and Apply in Place, Top Soil | 2,000 | CY | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A002 | $ - 0 |
| A003 | FABRICS (FURNISH AND INSTALL) | ||||
| A003AA | Soil Reinforcement Fabric | 20,000 | SY | $ - 0 | $ - 0 |
| A003AB | Pavement Fabric, Standard | 700 | SY | $ - 0 | $ - 0 |
| A003AC | Silt Fence (Section 01 57 19) | 16,000 | LF | $ - 0 | $ - 0 |
| A003AD | Bank Stabilization Excelsior Blanket, EC-2 | 5,000 | SY | $ - 0 | $ - 0 |
| A003AE | Protection Safety Fence, Type I, Orange (Section 01 50 00) | 1,700 | LF | $ - 0 | $ - 0 |
| A003AF | Inlet Protection, Type I (includes hardware, cloth and stone) (Section 01 57 19) | 100 | EA | $ - 0 | $ - 0 |
| A003AG | Inlet Protection, Type II, (Stone filled filter bags) (Section 01 57 19) | 100 | EA | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A003 | $ - 0 |
| A004 | AGGREGATE BASE COURSE (Section 32 11 23) | ||||
| A004AA | Aggregate Base Course, 21A, 0 to 900 SY/IN | 4,000 | SYIN | $ - 0 | $ - 0 |
| A004AB | Aggregate Base Course, 21A, 901 to 2,727 SY/IN | 12,000 | SYIN | $ - 0 | $ - 0 |
| A004AC | Aggregate Base Course, 21A, 2,728 to 9,100 SY/IN | 36,000 | SYIN | $ - 0 | $ - 0 |
| A004AD | Aggregate Base Course, 21A, 9,100 to 18,180 SY/IN | 72,000 | SYIN | $ - 0 | $ - 0 |
| A004AE | Aggregate Base Course, 21A, Over , 18,181 SY/IN | 200,000 | SYIN | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A004 | $ - 0 |
| A005 | EXISTING AGGREGATE OR BASE COURSE REWORK, RIPRAP, No. 57 AGGREGATE | ||||
| A005AA | Scalping Existing Aggregate and Reinstall, 0 to 900 SY/IN (Section 32 11 23) | 5,000 | SYIN | $ - 0 | $ - 0 |
| A005AB | Scalping Existing Aggregate and Reinstall, 901 to 2727 SY/IN (Section 32 11 23) | 10,000 | SYIN | $ - 0 | $ - 0 |
| A005AC | Scalping Existing Aggregate and Reinstall, 2728 to 9,100 SY/IN (Section 32 11 23) | 20,000 | SYIN | $ - 0 | $ - 0 |
| A005AD | Scalping Existing Aggregate and Reinstall, Over 9,100 SY/IN (Section 32 11 23) | 80,000 | SYIN | $ - 0 | $ - 0 |
| A005AE | Fine Grade Existing Base Course, not to exceed 3" deep 0 to 1000 SY (Section 32 11 23) | 4,000 | SY | $ - 0 | $ - 0 |
| A005AF | Fine Grade Existing Base Course, not to exceed 3" deep 1001 to 2000 SY (Section 32 11 23) | 7,000 | SY | $ - 0 | $ - 0 |
| A005AG | Fine Grade Existing Base Course, not to exceed 3" deep 2001 to 3000 SY (Section 32 11 23) | 10,000 | SY | $ - 0 | $ - 0 |
| A005AH | Fine Grade Existing Base Course, not to exceed 3" deep Over 3000 SY (Section 32 11 23) | 40,000 | SY | $ - 0 | $ - 0 |
| A005AJ | Provide and apply RIP RAP (Stone) (Section 31 00 00) | 100 | TN | $ - 0 | $ - 0 |
| A005AK | VDOT No. 57 Open Graded Coarse Aggregate (Section 31 00 00) | 900 | TN | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A005 | $ - 0 |
| A006 | SUPERPAVE LIQUID BITUMINOUS | ||||
| A006AA | Liquid Bituminous (Section 32 12 13) | 20,000 | GL | $ - 0 | $ - 0 |
| A006AB | Crack Sealing (Section 32 01 17.61) | 6,000 | LF | $ - 0 | $ - 0 |
| A006AC | Bituminous Rejuvenation (Spray on or Mop on) (Section 32 01 13.64) | 36,000 | SF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A006 | $ - 0 |
| A007 | VDOT SUPERPAVE BITUMINOUS BASE MIX (Section 32 12 16.16) | ||||
| A007AA | Bituminous Concrete BM-25.0 A, 0 to 900 SY/IN | 2,000 | SYIN | $ - 0 | $ - 0 |
| A007AB | Bituminous Concrete BM-25.0 A, 901 to 2,727 SY/IN | 6,000 | SYIN | $ - 0 | $ - 0 |
| A007AC | Bituminous Concrete BM-25.0 A, 2,728 to 9,100 SY/IN | 20,000 | SYIN | $ - 0 | $ - 0 |
| A007AD | Bituminous Concrete BM-25.0 A, Over 9,101 SY/IN | 70,000 | SYIN | $ - 0 | $ - 0 |
| A007AE | 100% Hand Work BM-25.0 A | 10,000 | SYIN | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A007 | $ - 0 |
| A008 | VDOT SUPERPAVE BITUMINOUS SURFACE MIX (Section 32 12 16.16) | ||||
| A008AA | Bituminous Concrete SM-9.5 A, 0 To 900 SY/IN | 14,000 | SYIN | $ - 0 | $ - 0 |
| A008AB | Bituminous Concrete SM-9.5 A, 901 To 2,727 SY/IN | 34,000 | SYIN | $ - 0 | $ - 0 |
| A008AC | Bituminous Concrete SM-9.5 A, 2,728 To 9,100 SY/IN | 98,000 | SYIN | $ - 0 | $ - 0 |
| A008AD | Bituminous Concrete SM-9.5 A, 9,101 To 18,180 and over SY/IN | 260,000 | SYIN | $ - 0 | $ - 0 |
| A008AE | 100% Hand Work SM-9.5 A | 5,000 | SYIN | $ - 0 | $ - 0 |
| A008AF | Bituminous Concrete SM-9.5 D, 0 To 900 SY/IN | 1,000 | SYIN | $ - 0 | $ - 0 |
| A008AG | Bituminous Concrete SM-9.5 D, 901 To 2,727 SY/IN | 3,000 | SYIN | $ - 0 | $ - 0 |
| A008AH | Bituminous Concrete SM-9.5 D, 2,728 To 9,100 SY/IN | 10,000 | SYIN | $ - 0 | $ - 0 |
| A008AJ | Bituminous Concrete SM-9.5 D, 9,101 To 18,180 and over SY/IN | 20,000 | SYIN | $ - 0 | $ - 0 |
| A008AK | 100% Hand Work SM-9.5 D | 20 | SYIN | $ - 0 | $ - 0 |
| A008AL | Bituminous Concrete SM-12.5 A, 0 To 900 SY/IN | 1,000 | SYIN | $ - 0 | $ - 0 |
| A008AM | Bituminous Concrete SM-12.5 A, 901 To 2,727 SY/IN | 3,000 | SYIN | $ - 0 | $ - 0 |
| A008AN | Bituminous Concrete SM-12.5 A, 2,728 To 9,100 SY/IN | 10,000 | SYIN | $ - 0 | $ - 0 |
| A008AP | Bituminous Concrete SM-12.5 A, 9,101 To 18,180 and over SY/IN | 20,000 | SYIN | $ - 0 | $ - 0 |
| A008AQ | 100% Hand Work SM-12.5 A | 6,000 | SYIN | $ - 0 | $ - 0 |
| A008AR | Bituminous Concrete SM-12.5 D, 0 To 900 SY/IN | 1,000 | SYIN | $ - 0 | $ - 0 |
| A008AS | Bituminous Concrete SM-12.5 D, 901 To 2,727 SY/IN | 3,000 | SYIN | $ - 0 | $ - 0 |
| A008AT | Bituminous Concrete SM-12.5 D, 2,728 To 9,100 SY/IN | 10,000 | SYIN | $ - 0 | $ - 0 |
| A008AU | Bituminous Concrete SM-12.5 D, over 9,101 SY/IN | 20,000 | SYIN | $ - 0 | $ - 0 |
| A008AV | 100% Hand Work SM-12.5 D | 1,000 | SYIN | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A008 | $ - 0 |
| A009 | VDOT SUPERPAVE BITUMINOUS INTERMEDIATE MIX (Section 32 12 16.16) | ||||
| A009AA | Bituminous Concrete IM-19.0 A, 0 To 900 SY/IN | 1,000 | SYIN | $ - 0 | $ - 0 |
| A009AB | Bituminous Concrete IM-19.0 A, 901 To 2,727 SY/IN | 3,000 | SYIN | $ - 0 | $ - 0 |
| A009AC | Bituminous Concrete IM-19.0 A, 2,728 To 9,100 SY/IN | 10,000 | SYIN | $ - 0 | $ - 0 |
| A009AD | Bituminous Concrete IM-19.0 A, over 9,101 SY/IN | 20,000 | SYIN | $ - 0 | $ - 0 |
| A009AE | 100% Hand Work IM-19.0 A | 1,000 | SYIN | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A009 | $ - 0 |
| A010 | STAMPED ASPHALT (Section 32 12 30) | ||||
| A010AA | Stamped Asphalt, various patterns and colors | 15,000 | SF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A010 | $ - 0 |
| A011 | 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.) | |||||
| A011AA | Provide and Install New Reinforced Concrete Pipe Class III, 12" or elliptical pipe equivalent | 1,100 | LF | $ - 0 | $ - 0 |
| A011AB | Provide and Install New Reinforced Concrete Pipe Class III, 15" or elliptical pipe equivalent | 800 | LF | $ - 0 | $ - 0 |
| A011AC | Provide and Install New Reinforced Concrete Pipe Class III, 18" or elliptical pipe equivalent | 600 | LF | $ - 0 | $ - 0 |
| A011AD | Provide and Install New Reinforced Concrete Pipe Class III, 24" or elliptical pipe equivalent | 500 | LF | $ - 0 | $ - 0 |
| A011AE | Provide and Install New Reinforced Concrete Pipe Class III, 30" or elliptical pipe equivalent | 400 | LF | $ - 0 | $ - 0 |
| A011AF | Provide and Install New Reinforced Concrete Pipe Class III, 36" or elliptical pipe equivalent | 400 | LF | $ - 0 | $ - 0 |
| A011AG | Adjust Manhole or Drainage Inlet. Metal Riser Ring Method | 40 | V/ Inch | $ - 0 | $ - 0 |
| A011AH | Adjust Manhole or Drainage Inlet Masonry Method | 40 | V/ Inch | $ - 0 | $ - 0 |
| A011AJ | Adjust Valve or Meter Box | 100 | V/ Inch | $ - 0 | $ - 0 |
| A011AK | Provide and Install New Manhole max. 4' dia., max. 8' deep with Frame and Cover | 40 | V/ foot | $ - 0 | $ - 0 |
| A011AL | Provide and Install New Catch Basin max. 4' dia., max. 8' deep with Frame and Grate | 200 | V/ foot | $ - 0 | $ - 0 |
| A011AM | Provide and Install New Frame and Cover (F&C) on Existing Utilities, Includes Removal and Disposal of old F&C | 40 | EA | $ - 0 | $ - 0 |
| A011AN | Provide and Install New Valve or Meter Box | 40 | EA | $ - 0 | $ - 0 |
| A011AP | Provide and Install New Curb Inlet with Frame and Cover | 200 | V/ foot | $ - 0 | $ - 0 |
| A011AQ | Additional Cost to Provide and Install Pre-Cast Manhole, Catch Basin, and Curb Inlet in Lieu of Masonry | 40 | V/ foot | $ - 0 | $ - 0 |
| A011AR | Fixture Tags (Brass) Provide and Install on Drainage Fixtures (Section 01 11 00) | 20 | EA | $ - 0 | $ - 0 |
| A011AS | Tie in of New Pipe to Existing Brick Structure (Composite rate up to 30" pipe) | 40 | EA | $ - 0 | $ - 0 |
| A011AT | Tie in of New Pipe to Existing Concrete Structure (Composite rate up to 30" pipe) | 40 | EA | $ - 0 | $ - 0 |
| A011AU | Grout (plug) Abandoned Pipe (Composite Rate for up to 15" pipe) | 40 | EA | $ - 0 | $ - 0 |
| A011AV | Grout (plug) Abandoned Pipe (Composite Rate for above 15" to 30" pipe) | 40 | EA | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A011 | $ - 0 |
| A012 | PROVIDE AND INSTALL NEW POLYVINYL CHLORIDE (PVC) PIPE (Section 33 40 00, Paragraph 2.1.3) | ||||
| Price is valid for all PVC materials under Paragraph 2.1.3 and 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.) | |||||
| A012AA | Provide and Install New Polyvinyl Chloride (PVC) Pipe 6" | 200 | LF | $ - 0 | $ - 0 |
| A012AB | Provide and Install New Polyvinyl Chloride (PVC) Pipe 8" | 400 | LF | $ - 0 | $ - 0 |
| A012AC | Provide and Install New Polyvinyl Chloride (PVC) Pipe 10" | 200 | LF | $ - 0 | $ - 0 |
| A012AD | Provide and Install New Polyvinyl Chloride (PVC) Pipe 12" | 100 | LF | $ - 0 | $ - 0 |
| A012AE | Provide and Install New Polyvinyl Chloride (PVC) Pipe 15" | 800 | LF | $ - 0 | $ - 0 |
| A012AF | Provide and Install New Polyvinyl Chloride (PVC) Pipe 18" | 600 | LF | $ - 0 | $ - 0 |
| A012AG | Provide and Install New Polyvinyl Chloride (PVC) Pipe 24" | 500 | LF | $ - 0 | $ - 0 |
| A012AH | Provide and Install New Polyvinyl Chloride (PVC) Pipe 30" | 400 | LF | $ - 0 | $ - 0 |
| A012AJ | Provide and Install New Polyvinyl Chloride (PVC) Pipe 36" | 400 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A012 | $ - 0 |
| A013 | PROVIDE AND INSTALL NEW POLYETHYLENE (PE) PIPE (Section 33 40 00, Paragraph 2.1.4) | ||||
| Price is valid for all PE materials under Paragraph 2.1.4 and 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.) | |||||
| A013AA | Provide and Install Polyethylene (PE) Pipe 12" | 1,100 | LF | $ - 0 | $ - 0 |
| A013AB | Provide and Install Polyethylene (PE) Pipe 15" | 800 | LF | $ - 0 | $ - 0 |
| A013AC | Provide and Install Polyethylene (PE) Pipe 18" | 600 | LF | $ - 0 | $ - 0 |
| A013AD | Provide and Install Polyethylene (PE) Pipe 24" | 500 | LF | $ - 0 | $ - 0 |
| A013AE | Provide and Install Polyethylene (PE) Pipe 30" | 400 | LF | $ - 0 | $ - 0 |
| A013AF | Provide and Install Polyethylene (PE) Pipe 36" | 400 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A013 | $ - 0 |
| A014 | PROVIDE AND INSTALL NEW DUCTILE IRON (DI) 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.) | |||||
| A014AA | Provide and Install Ductile Iron (DI) Pipe 6" | 100 | LF | $ - 0 | $ - 0 |
| A014AB | Provide and Install Ductile Iron (DI) Pipe 8" | 200 | LF | $ - 0 | $ - 0 |
| A014AC | Provide and Install Ductile Iron (DI) Pipe 10" | 100 | LF | $ - 0 | $ - 0 |
| A014AD | Provide and Install Ductile Iron (DI) Pipe 12" | 500 | LF | $ - 0 | $ - 0 |
| A014AE | Provide and Install Ductile Iron (DI) Pipe 14" | 200 | LF | $ - 0 | $ - 0 |
| A014AF | Provide and Install Ductile Iron (DI) Pipe 16" | 200 | LF | $ - 0 | $ - 0 |
| A014AG | Provide and Install Ductile Iron (DI) Pipe 18" | 100 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A013 | $ - 0 |
| A015 | VDOT STANDARD CURB CG 2 AND 3 (Section 32 16 19) | ||||
| A015AA | VDOT Standard Curb CG 2 and 3, 0 to 100 LF | 400 | LF | $ - 0 | $ - 0 |
| A015AB | VDOT Standard Curb CG 2 and 3, 101 to 500 LF | 4,000 | LF | $ - 0 | $ - 0 |
| A015AC | VDOT Standard Curb CG 2 and 3, Over 500 LF | 2,000 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A014 | $ - 0 |
| A016 | VDOT STANDARD RADIAL CURB CG 2 AND 3 (Section 32 16 19) | ||||
| A016AA | VDOT Standard Radial Curb CG 2 and 3, 0 to 100 LF | 300 | LF | $ - 0 | $ - 0 |
| A016AB | VDOT Standard Radial Curb CG 2 and 3, 101 to 500 LF | 600 | LF | $ - 0 | $ - 0 |
| A016AC | VDOT Standard Radial Curb CG 2 and 3, Over 500 LF | 1,000 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A015 | $ - 0 |
| A017 | VDOT STANDARD CURB CG 6 AND 7 (Section 32 16 19) | ||||
| A017AA | VDOT Standard Curb CG 6 and 7, 0 to 100 LF | 600 | LF | $ - 0 | $ - 0 |
| A017AB | VDOT Standard Curb CG 6 and 7, 101 to 500 LF | 2,000 | LF | $ - 0 | $ - 0 |
| A017AC | VDOT Standard Curb CG 6 and 7, Over 500 LF | 4,000 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A016 | $ - 0 |
| A018 | VDOT STANDARD RADIAL CURB CG 6 AND 7 (Section 32 16 19) | ||||
| A018AA | VDOT Standard Radial Curb CG 6 and 7, 0 to 100 LF | 400 | LF | $ - 0 | $ - 0 |
| A018AB | VDOT Standard Radial Curb CG 6 and 7, 101 to 500 LF | 800 | LF | $ - 0 | $ - 0 |
| A018AC | VDOT Standard Radial Curb CG 6 and 7, Over 500 LF | 1,200 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A017 | $ - 0 |
| A019 | MISC CONCRETE | ||||
| A019AA | Concrete Sidewalks 4" deep (Section 32 16 19) | 6,000 | SY | $ - 0 | $ - 0 |
| A019AB | Concrete Aprons (CG-9D) Standard Entrance, 7" deep (Section 32 13 13.06) | 40 | SY | $ - 0 | $ - 0 |
| A019AC | Concrete Valley Gutters, (CG) 7" deep (Section 32 16 19) | 700 | SY | $ - 0 | $ - 0 |
| A019AD | Concrete Handicap Aprons, (CG-12) 7" Deep, Heavy Broom Finish included Tactile Warning Mat (Section 32 13 13.06) | 300 | SY | $ - 0 | $ - 0 |
| A019AE | Pavement Type Slab (Section 32 13 13.06) | 700 | CY | $ - 0 | $ - 0 |
| A019AF | Misc. Cast in Place Concrete, by Chute (Section 03 30 53) | 100 | CY | $ - 0 | $ - 0 |
| A019AG | Misc. Cast in Place Concrete, by Hand Buggy (Section 03 30 53) | 40 | CY | $ - 0 | $ - 0 |
| A019AH | Misc. Cast in Place Concrete, by Hydraulic Pumping (Section 03 30 53) | 100 | CY | $ - 0 | $ - 0 |
| A019AJ | High Early Concrete, additional cost in conjunction with other Concrete Line Items Ordered (Section 03 30 53) | 40 | CY | $ - 0 | $ - 0 |
| A019AK | Minor Concrete Repairs (Section 32 01 29.61) | 200 | SF | $ - 0 | $ - 0 |
| A019AL | Vapor Barrier (SQ= 100 SF) | 50 | SQ | $ - 0 | $ - 0 |
| A019AM | Welded Wire Fabric (SQ= 100SF) (Section 32 16 13) | 200 | SQ | $ - 0 | $ - 0 |
| A019AN | Deformed Straight Rebars (Section 32 16 13) | 2,000 | LB | $ - 0 | $ - 0 |
| A019AP | Dowels 1" x 18" (includes drilling, epoxy, and caps) (Section 32 16 13) | 100 | EA | $ - 0 | $ - 0 |
| A019AQ | Expansion Material (1/2 x various depths) (Section 32 16 13) | 4,000 | SF | $ - 0 | $ - 0 |
| A019AR | Joint Sealing (Section 32 16 19) | 5,000 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A019 | $ - 0 |
| A020 | PAVEMENT MARKINGS (Section 32 17 23) | ||||
| A020AA | Paint Removal (eradicate), Contractor Contains and transports | 2,000 | SF | $ - 0 | $ - 0 |
| A020AB | Thermoplastic Removal (eradicate) | 20,000 | SF | $ - 0 | $ - 0 |
| A020AC | Black Out/Black Background (Section 32 12 36.13) | 20,000 | SF | $ - 0 | $ - 0 |
| A020AD | Pavement Markers (Raised) Removal (Section 02 41 00) | 200 | EA | $ - 0 | $ - 0 |
| A020AE | Pavement Markers (Recessed ) Removal (Section 02 41 00) | 200 | EA | $ - 0 | $ - 0 |
| A020AF | Paint Marking, 4" wide with Glass Beads | 50,000 | LF | $ - 0 | $ - 0 |
| A020AG | Paint Marking, 4" wide without Glass Beads | 36,000 | LF | $ - 0 | $ - 0 |
| A020AH | Paint Marking, 4" wide Thermoplastic | 320,000 | LF | $ - 0 | $ - 0 |
| A020AJ | Paint Marking, 4" wide High Build Acrylic Coating | 100,000 | LF | $ - 0 | $ - 0 |
| A020AK | Paint Marking, Various Widths with Glass Beads | 30,000 | SF | $ - 0 | $ - 0 |
| A020AL | Paint Marking, Various Widths without Glass Beads | 120,000 | SF | $ - 0 | $ - 0 |
| A020AM | Thermoplastic, Various Widths | 30,000 | SF | $ - 0 | $ - 0 |
| A020AN | High Build Acrylic Coating, Various Widths | 30,000 | SF | $ - 0 | $ - 0 |
| A020AP | Arrows Straight or Curved, Paint with Glass Beads | 20 | EA | $ - 0 | $ - 0 |
| A020AQ | Arrows Straight or Curved, Paint without Glass Beads | 20 | EA | $ - 0 | $ - 0 |
| A020AR | Arrows Straight or Curved, Thermoplastic | 200 | EA | $ - 0 | $ - 0 |
| A020AS | Arrows Straight or Curved, High Build Acrylic Coating | 200 | EA | $ - 0 | $ - 0 |
| A020AT | Blue Government Property Lines | 10,000 | SF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A020 | $ - 0 |
| A021 | CROSSWALKS (Section 32 17 23) | ||||
| 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. | |||||
| A021AA | Crosswalks, Paint with Glass Beads | 3,000 | SF | $ - 0 | $ - 0 |
| A021AB | Crosswalks, Thermoplastic | 46,000 | SF | $ - 0 | $ - 0 |
| A021AC | Crosswalks, High Build Acrylic Coating | 40,000 | SF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A021 | $ - 0 |
| A022 | HATCHED LINES OTHER THAN CROSSWALKS (Section 32 17 23) | ||||
| 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. | |||||
| A022AA | Hatched Lines, Paint (various widths) with Glass Beads | 7,000 | SF | $ - 0 | $ - 0 |
| A022AB | Hatched Lines, Paint (various widths) without Glass Beads | 20,000 | SF | $ - 0 | $ - 0 |
| A022AC | Hatched Lines, Thermoplastic (various widths) | 16,000 | SF | $ - 0 | $ - 0 |
| A022AD | Hatched Lines, High Build Acrylic Coating (various widths) | 16,000 | SF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A022 | $ - 0 |
| A023 | LETTERS AND NUMERALS, PAINT WITH GLASS BEADS (Section 32 17 23) | ||||
| A023AA | 3" Paint Letters/Numerals with Glass Beads | 100 | EA | $ - 0 | $ - 0 |
| A023AB | 6" Paint Letters/Numerals with Glass Beads | 10,000 | EA | $ - 0 | $ - 0 |
| A023AC | 12" Paint Letters/Numerals with Glass Beads | 40 | EA | $ - 0 | $ - 0 |
| A023AD | 24" Paint Letters/Numerals with Glass Beads | 100 | EA | $ - 0 | $ - 0 |
| A023AE | 72" Painted Letters and Numerals with Glass Beads | 20 | EA | $ - 0 | $ - 0 |
| A023AF | 96" Painted Letters and Numerals with Glass Beads | 20 | EA | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A023 | $ - 0 |
| A024 | LETTERS AND NUMERALS, THERMOPLASTIC (Section 32 17 23) | ||||
| A024AA | 12" Thermoplastic Letters and Numerals | 100 | EA | $ - 0 | $ - 0 |
| A024AB | 24" Thermoplastic Letters and Numerals | 100 | EA | $ - 0 | $ - 0 |
| A024AC | 72" Thermoplastic Letters and Numerals | 150 | EA | $ - 0 | $ - 0 |
| A024AD | 96" Thermoplastic Letters and Numerals | 200 | EA | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A024 | $ - 0 |
| A025 | LETTERS AND NUMBERS, HIGH BUILD ACRYLIC COATING (Section 32 17 23) | ||||
| A025AA | 12" High Build Acrylic Coating Letters and Numerals | 100 | EA | $ - 0 | $ - 0 |
| A025AB | 24" High Build Acrylic Coating Letters and Numerals | 100 | EA | $ - 0 | $ - 0 |
| A025AC | 72" High Build Acrylic Coating Letters and Numerals | 150 | EA | $ - 0 | $ - 0 |
| A025AD | 96" High Build Acrylic Coating Letters and Numerals | 200 | EA | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A025 | $ - 0 |
| A026 | HANDICAP PARKING SYMBOLS (Section 32 17 23) | ||||
| A026AA | Handicap Parking Symbols, Reflective Paint | 40 | EA | $ - 0 | $ - 0 |
| A026AB | Handicap Parking Symbols, Reflective Decal/Paint | 40 | EA | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A026 | $ - 0 |
| A027 | PAINT CURBS (Section 32 17 23) | ||||
| A027AA | Paint Curbs Various Colors | 3,000 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A027 | $ - 0 |
| A028 | MARKERS (Section 32 17 23) | ||||
| A028AA | Pavement Markers Retroreflective (above grade) | 50 | EA | $ - 0 | $ - 0 |
| A028AB | Pavement Markers Retroreflective (recessed) | 50 | EA | $ - 0 | $ - 0 |
| A028AC | Pavement Markers Retroreflective (raised 6" Ceramic Doughnut) | 100 | EA | $ - 0 | $ - 0 |
| A028AD | Temporary Lane Dividers "L" Shaped Reflective Above Grade | 300 | EA | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A028 | $ - 0 |
| A029 | TRAFFIC SIGNS (Section 10 14 00.10) | ||||
| A029AA | Traffic Signs, Furnish and Install New Road Signs, Diamond Grade (Composite rate for various symbols, numbers, and lettering) | 800 | SF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A029 | $ - 0 |
| A030 | SIGN POST (Section 10 14 00.10) | ||||
| Includes excavation, and concrete embedment. | |||||
| A030AA | 2" Galv. Post Square Tube Two Part, Breakaway | 100 | EA | $ - 0 | $ - 0 |
| A030AB | 4 x 4 Post, Treated Wood, VDOT Standard | 40 | EA | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A030 | $ - 0 |
| A031 | MISCELLANEOUS | ||||
| A031AA | Pothole Patching and Repair (Section 32 01 29.61) | 32,000 | SF | $ - 0 | $ - 0 |
| A031AB | Fine grade Existing Topsoil and seed, 0 to 100 SY (Section 31 00 00) | 200 | SY | $ - 0 | $ - 0 |
| A031AC | Fine grade Existing Topsoil and seed, 101 to 250 SY (Section 31 00 00) | 500 | SY | $ - 0 | $ - 0 |
| A031AD | Fine grade Existing Topsoil and seed, 251 to 500 SY (Section 31 00 00) | 1,500 | SY | $ - 0 | $ - 0 |
| A031AE | Fine grade Existing Topsoil and seed, Over 500 SY (Section 31 00 00) | 3,000 | SY | $ - 0 | $ - 0 |
| A031AF | Furnish, fine grade and seed topsoil (Average 4") 0 to 100 SY (Section 31 00 00) | 200 | SY | $ - 0 | $ - 0 |
| A031AG | Furnish, fine grade and seed topsoil (Average 4") 101 to 250 SY (Section 31 00 00) | 500 | SY | $ - 0 | $ - 0 |
| A031AH | Furnish, fine grade and seed topsoil (Average 4") 251 to 500 SY (Section 31 00 00) | 2,000 | SY | $ - 0 | $ - 0 |
| A031AJ | Furnish, fine grade and seed topsoil (Average 4") Over 500 SY (Section 31 00 00) | 20,000 | SY | $ - 0 | $ - 0 |
| A031AK | Fine grade existing topsoil and install sod, 0 to 100 SY (Section 31 00 00) | 200 | SY | $ - 0 | $ - 0 |
| A031AL | Fine grade existing topsoil and install sod, 101 to 250 SY (Section 31 00 00) | 500 | SY | $ - 0 | $ - 0 |
| A031AM | Fine grade existing topsoil and install sod, 251 to 500 SY (Section 31 00 00) | 1,000 | SY | $ - 0 | $ - 0 |
| A031AN | Fine grade existing topsoil and install sod, Over 500 SY (Section 31 00 00) | 1,000 | SY | $ - 0 | $ - 0 |
| A031AP | Furnish and fine grade topsoil, install sod (Average 4") 0 to 100 SY (Section 31 00 00) | 200 | SY | $ - 0 | $ - 0 |
| A031AQ | Furnish and fine grade topsoil, install sod (Average 4") 101 to 250 SY (Section 31 00 00) | 500 | SY | $ - 0 | $ - 0 |
| A031AR | Furnish and fine grade topsoil, install sod (Average 4") 251 to 500 SY (Section 31 00 00) | 1,000 | SY | $ - 0 | $ - 0 |
| A031AS | Furnish and fine grade topsoil, install sod (Average 4") Over 500 SY (Section 31 00 00) | 1,000 | SY | $ - 0 | $ - 0 |
| A031AT | Herbicide | 10,000 | SY | $ - 0 | $ - 0 |
| A031AU | Parking Control Bumpers (PCB) Remove and Reinstall Existing 6' Long Bumpers | 200 | EA | $ - 0 | $ - 0 |
| A031AV | Parking Control Poles, Ties, Tracks, Logs, Jersey Type, etc.. (Remove and Reinstall in same location) | 80 | LF | $ - 0 | $ - 0 |
| A031AW | Install Government Furnished Bumpers. Contractor to furnish and install new pins. Bumpers = 6' long | 200 | EA | $ - 0 | $ - 0 |
| A031AX | Furnish and Install New 6' Concrete Parking Bumpers w/pins | 1,000 | EA | $ - 0 | $ - 0 |
| A031AY | Hand Sweeping and Cleaning of Railroad and Crane Track Wheel Single Flangeway | 5,000 | LF | $ - 0 | $ - 0 |
| A031BA | Cleaning of areas by Hand Where Other Methods are not Applicable. | 400 | SY | $ - 0 | $ - 0 |
| A031BB | Install Traffic Loop (Sawcut, Epoxy, and tie into Hand Hole) In existing Bituminous or Portland | 2,000 | LF | $ - 0 | $ - 0 |
| A031BC | Furnish and Install New Guard Post, Painted Solid or Stripes | 100 | EA | $ - 0 | $ - 0 |
| A031BD | 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 1.10 "Synopsis of Line Items") | 2,000 | SF | $ - 0 | $ - 0 |
| A031BE | 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 | $ - 0 | $ - 0 |
| A031BF | Asphalt Speed Humps | 8,000 | LF | $ - 0 | $ - 0 |
| A031BG | Parking Lot and Street Sweeping Services | 600,000 | SF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A031 | $ - 0 |
| A032 | NON-PREPRICED WORK, MATERIAL, LABOR, AND COMMAND INTEREST WORK (Section 01 11 00) | |||||
| A032AA | Material, Equipment, and Shipping Costs | |||||
| ($500,000.00 shall remain as bid price) | 1 | LS | $ 500,000.00 | $ 500,000.00 | ||
| A032AB | Labor | 3,500 | HRS | $ - 0 | $ - 0 | |
| A032AC | Command Interest Work | |||||
| (One time cost per task order to respond within 48 hours and work diligently until all work is completed) | 125 | EA | $ - 0 | $ - 0 | ||
| TOTAL COST FOR CONTRACT LINE ITEM A032 | $ - 0 |
BASE YEAR TOTAL CONTRACT PRICE $0.00
SECTION J
EXHIBIT A
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Fence Board Height of 6'
Unit Price Per Linear Foot to Provide Reconditioning and Maintenance Service for Barbwire Fence.
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Per Linear Foot to Provide Reconditioning and Maintenance Service for Ornamental Steel Fence.
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Per Linear Foot to Provide Reconditioning and Maintenance Service for Wood Fence.
PROVIDE A UNIT PRICE FOR THE REMOVAL AND DISPOSAL OF FENCE COMPLETE, FENCE POSTS, BARBWIRE, BARBED TAPE.
IN ACCORDANCE WITH SECTION C, C.10.1.l
ELIN A001EW through A001FI
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Per Linear Foot to Provide Removal Service for Chain link Fence.
Including Fabric, Posts, Gates, Rails, Tension Wire, Barbwire/Barbed Tape.
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Per Linear Foot to Provide Removal Service for Chain link Fence Gates including tracks (not posts).
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Per Linear Foot to Provide Removal Service for Ornamental Steel Fence. Including Posts and Gates
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Per Linear Foot to Provide Removal Service for Wood Fence. Including Posts and Gates.
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Per Linear Foot to Provide Removal Service for Barbwire Fence. Including Posts and all wire.
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Each to Provide Removal Service for Fence Posts. Including Posts Footing with Braces and Supports as Required.
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Each to Provide Removal Service for Fence Posts. Post Cut-off Flush.
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Each to Provide Removal Service for Fence Posts. Driven Post.
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Each to Provide Removal Service for Fence Posts. Including Posts Footing with Braces and Supports as Required.
Posts Set in Concrete/Asphalt.
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Per Square Foot to Patch and Refinish Concrete or Asphalt Surface.
Surface Depth to Match Surrounding.
Unit Price Each to Remove and Dispose of or Save and Store (for reuse) Barbwire Single Arm Support.
Unit Price Each to remove and Dispose of or Save and Store (for reuse) Barbwire Double (V) Arm Support.
Lump Sum Price for the recycling of removed materials. Based on a Percentage Added to Removal Item Ordered
Lump Sum Price for the Recycling of Removed Materials. Based on a Percentage Added to Removal Item Ordered, ELIN A001EK to A001EW. Figured on a Quantity of 1,000. The Quantity Provided is for Establishing the Percentage Rate Only.
PROVIDE A UNIT PRICE TO PERFORM EXPEDITED SERVICES.
IN ACCORDANCE WITH SECTION C, C.10.2
ELIN A001FJ
Lump Sum Price for Expedited Maintenance and Repair Services. Based on a Percentage Added to Task Order Total. Figured on a Quantity of 1,000. The Quantity Provided is for Establishing the Percentage Rate Only.
SECTION J
EXHIBIT A
PROVIDE A UNIT PRICE FOR THE RENTAL OF TEMPORARY CHAIN LINK FENCE.
IN ACCORDANCE WITH SECTION C, C.10.3
ELIN A001FK THROUGH A001FP
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Per Linear Foot to Provide Temporary Chain link Fence.
6' Fence Height Driven Posts
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
12' Panel, 6' Height
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
12' Panel, 6' Height, Free-Standing
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
With Barbwire, 7' Fence Height
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
12' Panel, With Barbwire, 7' Height
Unit Price Per Linear Foot to Provide Red Wood or Cedar Fence Including Dog Ear Fence Boards, Posts, Rails, Braces and all Hardware.
12' Panel, With Barbwire, 7' Height, Free-Standing
Option Year 1
SOLICITATION NO. TBD
| INDEFINITE DELIVERY INDEFINITE QUANTITY REGIONAL CONSTRUCTION MAINTENANCE CONTRACT FOR |
| ASPHALT PAVING AND MINOR CONCRETE WORK AT VARIOUS NAVAL FACILITIES THROUGHOUT HAMPTON ROADS AREA, VIRGINIA |
REFER TO SECTION 01 11 00 PART 1.10 SYNOPSIS OF LINE ITEMS FOR ADDITIONAL DESCRIPTIVE INFORMATION ABOUT ELINS BELOW
| EXHIBIT B, EXHIBIT LINE ITME NUMBERS |
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES |
| ELIN / Sub ELIN | Description | Estimated Quantity | Unit of Issue | Unit Price | Total |
| INDEFINITY QUANTITY (IQ) WORK ITEMS - OPTION YEAR ONE - CLIN 0002 |
| B001 | 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.) With regard to storm structures, price includes excavation, backfill, grade, and cleanup. (Extra fill may be ordered on other line items.) (CY, SYPI, EA or LF) | |||||
| B001AA | Sawcutting (Per LF up to 4 inches deep) | 46,000 | LF | $ - 0 | $ - 0 |
| B001AB | Sawcutting (Per LF beyond 4 inches deep to 12 inches deep to be ordered only with B001AA for additional depth of cut) | 8,000 | LF | $ - 0 | $ - 0 |
| B001AC | Concrete Removal-Plain Heavy Equip. 0 To 25 CY | 100 | CY | $ - 0 | $ - 0 |
| B001AD | Concrete Removal-Plain, Heavy Equip. Over 25 CY | 200 | CY | $ - 0 | $ - 0 |
| B001AE | Concrete Removal-Reinf, Heavy Equip. 0 To 25 CY | 200 | CY | $ - 0 | $ - 0 |
| B001AF | Concrete Removal-Reinf, Heavy Equip. Over 25 CY | 3,200 | CY | $ - 0 | $ - 0 |
| B001AG | Concrete Removal-Plain, includes jackhammer and buggy | 20 | CY | $ - 0 | $ - 0 |
| B001AH | Concrete Removal-Reinf, includes jackhammer and buggy | 20 | CY | $ - 0 | $ - 0 |
| B001AJ | Concrete Removal-Reinf, includes jackhammer and buggy, adjacent to railroad | 20 | CY | $ - 0 | $ - 0 |
| B001AK | Remove and Dispose of standard 4" thick sidewalk | 3,200 | SY | $ - 0 | $ - 0 |
| B001AL | Curb Removal (composite rate for standard curb removal) | 2,800 | LF | $ - 0 | $ - 0 |
| B001AM | Curb and gutter Removal (composite rate for standard curb and gutter removal) | 2,800 | LF | $ - 0 | $ - 0 |
| B001AN | Bituminous Pavement Removal, with heavy equipment 0 to 50 CY | 400 | CY | $ - 0 | $ - 0 |
| B001AP | Bituminous Pavement Removal, with heavy equipment over 50 CY | 1,800 | CY | $ - 0 | $ - 0 |
| B001AQ | Bituminous Pavement Removal, with Jackhammer and Buggy | 20 | CY | $ - 0 | $ - 0 |
| B001AR | Bituminous Pavement Removal, includes jackhammer and buggy, adjacent to railroad | 20 | CY | $ - 0 | $ - 0 |
| B001AS | Milling of Bituminous Pavement, 0 to 2000 SY (per inch thick) | 20,000 | SYPI | $ - 0 | $ - 0 |
| B001AT | Milling of Bituminous Pavement, 2000 to 5000 SY (per inch thick) | 30,000 | SYPI | $ - 0 | $ - 0 |
| B001AU | Milling of Bituminous Pavement, Over 5000 SY (per inch thick) | 100,000 | SYPI | $ - 0 | $ - 0 |
| B001AV | Parking Control Bumpers Blocks and Pins- 6' | 500 | EA | $ - 0 | $ - 0 |
| B001AW | Removal and Disposal of Parking Control Poles, Tracks, Logs, etc. | 100 | LF | $ - 0 | $ - 0 |
| B001AX | Removal and Disposal of Parking Control Jersey Barricade | 100 | EA | $ - 0 | $ - 0 |
| B001AY | Removal and Disposal of Existing Guard Post | 100 | EA | $ - 0 | $ - 0 |
| B001BA | Removal and Disposal of Existing Traffic Signs | 40 | EA | $ - 0 | $ - 0 |
| B001BB | Removal and Reinstall Existing Traffic Signs, Includes Post and up to 12 SF Per Sign | 40 | EA | $ - 0 | $ - 0 |
| B001BC | Removal and Disposal of Existing Railroad Trackage and Railroad Ties | 40 | LF | $ - 0 | $ - 0 |
| B001BD | Removal and Disposal of Existing Railroad Trackage and Railroad Ties (in concrete) | 400 | LF | $ - 0 | $ - 0 |
| B001BE | Removal and Disposal of Existing Catch Basin | 40 | EA | $ - 0 | $ - 0 |
| B001BF | Removal and Disposal of Existing Manhole ( max. 4' dia., max. 6' depth) | 10 | EA | $ - 0 | $ - 0 |
| B001BG | Removal and Disposal of Existing Manhole ( max. 4' dia., max. 10' depth) | 10 | EA | $ - 0 | $ - 0 |
| B001BH | Removal and Disposal of Existing Manhole ( max' 8' dia., max. 6' depth) | 10 | EA | $ - 0 | $ - 0 |
| B001BJ | Removal and Disposal of Existing Manhole (max 8' dia., max. 10' depth) | 10 | EA | $ - 0 | $ - 0 |
| B001BK | Removal and Disposal of Existing Curb Inlet | 40 | EA | $ - 0 | $ - 0 |
| B001BL | Removal and Disposal of Existing Concrete Pipe. Regular or Reinforced, Composite rate for sizes 0" to 24" | 300 | LF | $ - 0 | $ - 0 |
| B001BM | Removal and Disposal of Existing Concrete Pipe. Regular or Reinforced, Composite rate for sizes 27" to 36" | 800 | LF | $ - 0 | $ - 0 |
| B001BN | Removal and Disposal of Existing PVC Pipe. Composite rate for sizes 0" to 24" | 800 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B001 | $ - 0 |
| B002 | 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) | |||||
| B002AA | Excavation and Grading (Jobs up to 50 CY) | 300 | CY | $ - 0 | $ - 0 |
| B002AB | Excavation and Grading (Jobs Over 50 CY) | 40,000 | CY | $ - 0 | $ - 0 |
| B002AC | Hand Excavation | 400 | CY | $ - 0 | $ - 0 |
| B002AD | Furnish and Apply in Place, Fine Aggregate (Sand) | 1,300 | CY | $ - 0 | $ - 0 |
| B002AE | Furnish and Apply in Place, Select Material | 12,000 | CY | $ - 0 | $ - 0 |
| B002AF | Furnish and Apply in Place, Top Soil | 2,000 | CY | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B002 | $ - 0 |
| B003 | FABRICS (FURNISH AND INSTALL) | ||||
| B003AA | Soil Reinforcement Fabric | 20,000 | SY | $ - 0 | $ - 0 |
| B003AB | Pavement Fabric, Standard | 700 | SY | $ - 0 | $ - 0 |
| B003AC | Silt Fence (Section 01 57 19) | 16,000 | LF | $ - 0 | $ - 0 |
| B003AD | Bank Stabilization Excelsior Blanket, EC-2 | 5,000 | SY | $ - 0 | $ - 0 |
| B003AE | Protection Safety Fence, Type I, Orange (Section 01 50 00) | 1,700 | LF | $ - 0 | $ - 0 |
| B003AF | Inlet Protection, Type I (includes hardware, cloth and stone) (Section 01 57 19) | 100 | EA | $ - 0 | $ - 0 |
| B003AG | Inlet Protection, Type II, (Stone filled filter bags) (Section 01 57 19) | 100 | EA | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B003 | $ - 0 |
| B004 | AGGREGATE BASE COURSE (Section 32 11 23) | ||||
| B004AA | Aggregate Base Course, 21A, 0 to 900 SY/IN | 4,000 | SYIN | $ - 0 | $ - 0 |
| B004AB | Aggregate Base Course, 21A, 901 to 2,727 SY/IN | 12,000 | SYIN | $ - 0 | $ - 0 |
| B004AC | Aggregate Base Course, 21A, 2,728 to 9,100 SY/IN | 36,000 | SYIN | $ - 0 | $ - 0 |
| B004AD | Aggregate Base Course, 21A, 9,100 to 18,180 SY/IN | 72,000 | SYIN | $ - 0 | $ - 0 |
| B004AE | Aggregate Base Course, 21A, Over , 18,181 SY/IN | 200,000 | SYIN | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B004 | $ - 0 |
| B005 | EXISTING AGGREGATE OR BASE COURSE REWORK, RIPRAP, No. 57 AGGREGATE | ||||
| B005AA | Scalping Existing Aggregate and Reinstall, 0 to 900 SY/IN (Section 32 11 23) | 5,000 | SYIN | $ - 0 | $ - 0 |
| B005AB | Scalping Existing Aggregate and Reinstall, 901 to 2727 SY/IN (Section 32 11 23) | 10,000 | SYIN | $ - 0 | $ - 0 |
| B005AC | Scalping Existing Aggregate and Reinstall, 2728 to 9,100 SY/IN (Section 32 11 23) | 20,000 | SYIN | $ - 0 | $ - 0 |
| B005AD | Scalping Existing Aggregate and Reinstall, Over 9,100 SY/IN (Section 32 11 23) | 80,000 | SYIN | $ - 0 | $ - 0 |
| B005AE | Fine Grade Existing Base Course, not to exceed 3" deep 0 to 1000 SY (Section 32 11 23) | 4,000 | SY | $ - 0 | $ - 0 |
| B005AF | Fine Grade Existing Base Course, not to exceed 3" deep 1001 to 2000 SY (Section 32 11 23) | 7,000 | SY | $ - 0 | $ - 0 |
| B005AG | Fine Grade Existing Base Course, not to exceed 3" deep 2001 to 3000 SY (Section 32 11 23) | 10,000 | SY | $ - 0 | $ - 0 |
| B005AH | Fine Grade Existing Base Course, not to exceed 3" deep Over 3000 SY (Section 32 11 23) | 40,000 | SY | $ - 0 | $ - 0 |
| B005AJ | Provide and apply RIP RAP (Stone) (Section 31 00 00) | 100 | TN | $ - 0 | $ - 0 |
| B005AK | VDOT No. 57 Open Graded Coarse Aggregate (Section 31 00 00) | 900 | TN | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B005 | $ - 0 |
| B006 | SUPERPAVE LIQUID BITUMINOUS | ||||
| B006AA | Liquid Bituminous (Section 32 12 13) | 20,000 | GL | $ - 0 | $ - 0 |
| B006AB | Crack Sealing (Section 32 01 17.61) | 6,000 | LF | $ - 0 | $ - 0 |
| B006AC | Bituminous Rejuvenation (Spray on or Mop on) (Section 32 01 13.64) | 36,000 | SF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B006 | $ - 0 |
| B007 | VDOT SUPERPAVE BITUMINOUS BASE MIX (Section 32 12 16.16) | ||||
| B007AA | Bituminous Concrete BM-25.0 A, 0 to 900 SY/IN | 2,000 | SYIN | $ - 0 | $ - 0 |
| B007AB | Bituminous Concrete BM-25.0 A, 901 to 2,727 SY/IN | 6,000 | SYIN | $ - 0 | $ - 0 |
| B007AC | Bituminous Concrete BM-25.0 A, 2,728 to 9,100 SY/IN | 20,000 | SYIN | $ - 0 | $ - 0 |
| B007AD | Bituminous Concrete BM-25.0 A, Over 9,101 SY/IN | 70,000 | SYIN | $ - 0 | $ - 0 |
| B007AE | 100% Hand Work BM-25.0 A | 10,000 | SYIN | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B007 | $ - 0 |
| B008 | VDOT SUPERPAVE BITUMINOUS SURFACE MIX (Section 32 12 16.16) | ||||
| B008AA | Bituminous Concrete SM-9.5 A, 0 To 900 SY/IN | 14,000 | SYIN | $ - 0 | $ - 0 |
| B008AB | Bituminous Concrete SM-9.5 A, 901 To 2,727 SY/IN | 34,000 | SYIN | $ - 0 | $ - 0 |
| B008AC | Bituminous Concrete SM-9.5 A, 2,728 To 9,100 SY/IN | 98,000 | SYIN | $ - 0 | $ - 0 |
| B008AD | Bituminous Concrete SM-9.5 A, 9,101 To 18,180 and over SY/IN | 260,000 | SYIN | $ - 0 | $ - 0 |
| B008AE | 100% Hand Work SM-9.5 A | 5,000 | SYIN | $ - 0 | $ - 0 |
| B008AF | Bituminous Concrete SM-9.5 D, 0 To 900 SY/IN | 1,000 | SYIN | $ - 0 | $ - 0 |
| B008AG | Bituminous Concrete SM-9.5 D, 901 To 2,727 SY/IN | 3,000 | SYIN | $ - 0 | $ - 0 |
| B008AH | Bituminous Concrete SM-9.5 D, 2,728 To 9,100 SY/IN | 10,000 | SYIN | $ - 0 | $ - 0 |
| B008AJ | Bituminous Concrete SM-9.5 D, 9,101 To 18,180 and over SY/IN | 20,000 | SYIN | $ - 0 | $ - 0 |
| B008AK | 100% Hand Work SM-9.5 D | 20 | SYIN | $ - 0 | $ - 0 |
| B008AL | Bituminous Concrete SM-12.5 A, 0 To 900 SY/IN | 1,000 | SYIN | $ - 0 | $ - 0 |
| B008AM | Bituminous Concrete SM-12.5 A, 901 To 2,727 SY/IN | 3,000 | SYIN | $ - 0 | $ - 0 |
| B008AN | Bituminous Concrete SM-12.5 A, 2,728 To 9,100 SY/IN | 10,000 | SYIN | $ - 0 | $ - 0 |
| B008AP | Bituminous Concrete SM-12.5 A, 9,101 To 18,180 and over SY/IN | 20,000 | SYIN | $ - 0 | $ - 0 |
| B008AQ | 100% Hand Work SM-12.5 A | 6,000 | SYIN | $ - 0 | $ - 0 |
| B008AR | Bituminous Concrete SM-12.5 D, 0 To 900 SY/IN | 1,000 | SYIN | $ - 0 | $ - 0 |
| B008AS | Bituminous Concrete SM-12.5 D, 901 To 2,727 SY/IN | 3,000 | SYIN | $ - 0 | $ - 0 |
| B008AT | Bituminous Concrete SM-12.5 D, 2,728 To 9,100 SY/IN | 10,000 | SYIN | $ - 0 | $ - 0 |
| B008AU | Bituminous Concrete SM-12.5 D, over 9,101 SY/IN | 20,000 | SYIN | $ - 0 | $ - 0 |
| B008AV | 100% Hand Work SM-12.5 D | 1,000 | SYIN | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B008 | $ - 0 |
| B009 | VDOT SUPERPAVE BITUMINOUS INTERMEDIATE MIX (Section 32 12 16.16) | ||||
| B009AA | Bituminous Concrete IM-19.0 A, 0 To 900 SY/IN | 1,000 | SYIN | $ - 0 | $ - 0 |
| B009AB | Bituminous Concrete IM-19.0 A, 901 To 2,727 SY/IN | 3,000 | SYIN | $ - 0 | $ - 0 |
| B009AC | Bituminous Concrete IM-19.0 A, 2,728 To 9,100 SY/IN | 10,000 | SYIN | $ - 0 | $ - 0 |
| B009AD | Bituminous Concrete IM-19.0 A, over 9,101 SY/IN | 20,000 | SYIN | $ - 0 | $ - 0 |
| B009AE | 100% Hand Work IM-19.0 A | 1,000 | SYIN | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B009 | $ - 0 |
| B010 | STAMPED ASPHALT (Section 32 12 30) | ||||
| B010AA | Stamped Asphalt, various patterns and colors | 15,000 | SF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B010 | $ - 0 |
| B011 | 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.) | |||||
| B011AA | Provide and Install New Reinforced Concrete Pipe Class III, 12" or elliptical pipe equivalent | 1,100 | LF | $ - 0 | $ - 0 |
| B011AB | Provide and Install New Reinforced Concrete Pipe Class III, 15" or elliptical pipe equivalent | 800 | LF | $ - 0 | $ - 0 |
| B011AC | Provide and Install New Reinforced Concrete Pipe Class III, 18" or elliptical pipe equivalent | 600 | LF | $ - 0 | $ - 0 |
| B011AD | Provide and Install New Reinforced Concrete Pipe Class III, 24" or elliptical pipe equivalent | 500 | LF | $ - 0 | $ - 0 |
| B011AE | Provide and Install New Reinforced Concrete Pipe Class III, 30" or elliptical pipe equivalent | 400 | LF | $ - 0 | $ - 0 |
| B011AF | Provide and Install New Reinforced Concrete Pipe Class III, 36" or elliptical pipe equivalent | 400 | LF | $ - 0 | $ - 0 |
| B011AG | Adjust Manhole or Drainage Inlet. Metal Riser Ring Method | 40 | V/ Inch | $ - 0 | $ - 0 |
| B011AH | Adjust Manhole or Drainage Inlet Masonry Method | 40 | V/ Inch | $ - 0 | $ - 0 |
| B011AJ | Adjust Valve or Meter Box | 100 | V/ Inch | $ - 0 | $ - 0 |
| B011AK | Provide and Install New Manhole max. 4' dia., max. 8' deep with Frame and Cover | 40 | V/ foot | $ - 0 | $ - 0 |
| B011AL | Provide and Install New Catch Basin max. 4' dia., max. 8' deep with Frame and Grate | 200 | V/ foot | $ - 0 | $ - 0 |
| B011AM | Provide and Install New Frame and Cover (F&C) on Existing Utilities, Includes Removal and Disposal of old F&C | 40 | EA | $ - 0 | $ - 0 |
| B011AN | Provide and Install New Valve or Meter Box | 40 | EA | $ - 0 | $ - 0 |
| B011AP | Provide and Install New Curb Inlet with Frame and Cover | 200 | V/ foot | $ - 0 | $ - 0 |
| B011AQ | Additional Cost to Provide and Install Pre-Cast Manhole, Catch Basin, and Curb Inlet in Lieu of Masonry | 40 | V/ foot | $ - 0 | $ - 0 |
| B011AR | Fixture Tags (Brass) Provide and Install on Drainage Fixtures (Section 01 11 00) | 20 | EA | $ - 0 | $ - 0 |
| B011AS | Tie in of New Pipe to Existing Brick Structure (Composite rate up to 30" pipe) | 40 | EA | $ - 0 | $ - 0 |
| B011AT | Tie in of New Pipe to Existing Concrete Structure (Composite rate up to 30" pipe) | 40 | EA | $ - 0 | $ - 0 |
| B011AU | Grout (plug) Abandoned Pipe (Composite Rate for up to 15" pipe) | 40 | EA | $ - 0 | $ - 0 |
| B011AV | Grout (plug) Abandoned Pipe (Composite Rate for above 15" to 30" pipe) | 40 | EA | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM B011 | $ - 0 |
| B012 | PROVIDE AND INSTALL NEW POLYVINYL CHLORIDE (PVC) PIPE (Section 33 40 00, Paragraph 2.1.3) | ||||
| Price is valid for all PVC materials under Paragraph 2.1.3 and 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.) | |||||
| B012AA | Provide and Install New Polyvinyl Chloride (PVC) Pipe 6" | 200 | LF | $ - 0 | $ - 0 |
| B012AB | Provide and Install New Polyvinyl Chloride (PVC) Pipe 8" | 400 | LF | $ - 0 | $ - 0 |
| B012AC | Provide and Install New Polyvinyl Chloride (PVC) Pipe 10" | 200 | LF | $ - 0 | $ - 0 |
| B012AD | Provide and Install New Polyvinyl Chloride (PVC) Pipe 12" | 100 | LF | $ - 0 | $ - 0 |
| B012AE | Provide and Install New Polyvinyl Chloride (PVC) Pipe 15" | 800 | LF | $ - 0 | $ - 0 |
| B012AF | Provide and Install New Polyvinyl Chloride (PVC) Pipe 18" | 600 | LF | $ - 0 | $ - 0 |
| B012AG | Provide and Install New Polyvinyl Chloride (PVC) Pipe 24" | 500 | LF | $ - 0 | $ - 0 |
| B012AH | Provide and Install New Polyvinyl Chloride (PVC) Pipe 30" | 400 | LF | $ - 0 | $ - 0 |
| B012AJ | Provide and Install New Polyvinyl Chloride (PVC) Pipe 36" | 400 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A012 | $ - 0 |
| B013 | PROVIDE AND INSTALL NEW POLYETHYLENE (PE) PIPE (Section 33 40 00, Paragraph 2.1.4) | ||||
| Price is valid for all PE materials under Paragraph 2.1.4 and 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.) | |||||
| B013AA | Provide and Install Polyethylene (PE) Pipe 12" | 1,100 | LF | $ - 0 | $ - 0 |
| B013AB | Provide and Install Polyethylene (PE) Pipe 15" | 800 | LF | $ - 0 | $ - 0 |
| B013AC | Provide and Install Polyethylene (PE) Pipe 18" | 600 | LF | $ - 0 | $ - 0 |
| B013AD | Provide and Install Polyethylene (PE) Pipe 24" | 500 | LF | $ - 0 | $ - 0 |
| B013AE | Provide and Install Polyethylene (PE) Pipe 30" | 400 | LF | $ - 0 | $ - 0 |
| B013AF | Provide and Install Polyethylene (PE) Pipe 36" | 400 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A013 | $ - 0 |
| B014 | PROVIDE AND INSTALL NEW DUCTILE IRON (DI) 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.) | |||||
| B014AA | Provide and Install Ductile Iron (DI) Pipe 6" | 100 | LF | $ - 0 | $ - 0 |
| B014AB | Provide and Install Ductile Iron (DI) Pipe 8" | 200 | LF | $ - 0 | $ - 0 |
| B014AC | Provide and Install Ductile Iron (DI) Pipe 10" | 100 | LF | $ - 0 | $ - 0 |
| B014AD | Provide and Install Ductile Iron (DI) Pipe 12" | 500 | LF | $ - 0 | $ - 0 |
| B014AE | Provide and Install Ductile Iron (DI) Pipe 14" | 200 | LF | $ - 0 | $ - 0 |
| B014AF | Provide and Install Ductile Iron (DI) Pipe 16" | 200 | LF | $ - 0 | $ - 0 |
| B014AG | Provide and Install Ductile Iron (DI) Pipe 18" | 100 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A013 | $ - 0 |
| B015 | VDOT STANDARD CURB CG 2 AND 3 (Section 32 16 19) | ||||
| B015AA | VDOT Standard Curb CG 2 and 3, 0 to 100 LF | 400 | LF | $ - 0 | $ - 0 |
| B015AB | VDOT Standard Curb CG 2 and 3, 101 to 500 LF | 4,000 | LF | $ - 0 | $ - 0 |
| B015AC | VDOT Standard Curb CG 2 and 3, Over 500 LF | 2,000 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A014 | $ - 0 |
| B016 | VDOT STANDARD RADIAL CURB CG 2 AND 3 (Section 32 16 19) | ||||
| B016AA | VDOT Standard Radial Curb CG 2 and 3, 0 to 100 LF | 300 | LF | $ - 0 | $ - 0 |
| B016AB | VDOT Standard Radial Curb CG 2 and 3, 101 to 500 LF | 600 | LF | $ - 0 | $ - 0 |
| B016AC | VDOT Standard Radial Curb CG 2 and 3, Over 500 LF | 1,000 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A015 | $ - 0 |
| B017 | VDOT STANDARD CURB CG 6 AND 7 (Section 32 16 19) | ||||
| B017AA | VDOT Standard Curb CG 6 and 7, 0 to 100 LF | 600 | LF | $ - 0 | $ - 0 |
| B017AB | VDOT Standard Curb CG 6 and 7, 101 to 500 LF | 2,000 | LF | $ - 0 | $ - 0 |
| B017AC | VDOT Standard Curb CG 6 and 7, Over 500 LF | 4,000 | LF | $ - 0 | $ - 0 |
| TOTAL COST FOR CONTRACT LINE ITEM A016 | $ - 0 |
| B018 | VDOT STANDARD RADIAL CURB CG 6 AND 7 (Section 32 16 19) |
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