ELINS Table IQ Bid Schedule - NWSE Paving IDIQ.xlsx

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N4008526R0032 - Misc Paving, Concrete and Minor Construction (Base + 4 Option Year IDIQ) at Naval Weapons Station Earle
Solicitation number
N4008526R0032
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This document is an ELINS Table IQ Bid Schedule for an Indefinite Delivery/Indefinite Quantity (IDIQ) contract for miscellaneous paving, concrete, and minor construction work. The comprehensive pricing schedule covers a base period and four option years, detailing unit prices for an extensive range of construction tasks including excavation, concrete removal and installation, bituminous material placement, roadway striping, utility repairs, guard rail installation, and specialized labor and equipment services. Each period's schedule includes separately priced and non-separately priced work items, with line items covering tasks such as jackhammering, saw cutting, concrete and asphalt work, utility adjustments, and geotechnical testing.

The bid schedule is directly related to Naval Weapons Station Earle's solicitation (N4008526R0032) for miscellaneous paving and construction work, with an estimated contract value between $1,000,000 and $5,000,000. The contract will use NAICS Code 237310 (Highway, Street, and Bridge Construction) with a small business size standard of $45,000,000. Key dates include a site visit scheduled for January 16, 2026, information requests due by January 23, 2026, and proposals due by February 6, 2026. The contract requires furnishing labor, equipment, materials, and project management services for pavement installation, concrete rehabilitation, traffic control device maintenance, and related minor construction activities.

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Other files

File Type Posted
02.09.2026 UPDATE - ELINs Table IQ Bid Schedule - NWSE Paving IDIQ (REV 003).xlsx XLSX spreadsheet
Solicitation Amendment N4008526R00320002 SF 30 Misc Paving_Concrete_and_Minor_Construction (0002).pdf PDF
FINAL REVISED - ELINs Table IQ Bid Schedule - NWSE Paving IDIQ (REV 002).xlsx XLSX spreadsheet
RFI Response 03 - N4008526R0032 Paving IDIQ.xlsx XLSX spreadsheet
Solicitation Amendment N4008526R00320001 SF 30 Misc Paving_Concrete_and_Minor_Construction.pdf PDF
site visit paving.pdf PDF
REVISED - ELINs Table IQ Bid Schedule - NWSE Paving IDIQ (REV 001).xlsx XLSX spreadsheet
RFI Response 02 - N4008526R0032 Paving IDIQ.xlsx XLSX spreadsheet
RFI Response 01 - N4008526R0032 Paving IDIQ.xlsx XLSX spreadsheet
Specifications - NWSE Paving IDIQ.pdf PDF
Solicitation - N4008526R0032 Misc Paving_Concrete_and_Minor_Construction.pdf PDF
DBA WD NJ20250001 (Rev 12.12.2025).pdf PDF
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Summary

CLINELINDescriptionAmount
0001A001Base Period$0.00

0002 A002 First Option Period $0.00

0003 A003 Second Option Period $0.00

0004 A004 Third Option Period $0.00

0005 A005 Fourth Option Period $0.00

Total Price $0.00

Base Period

A001Price for labor, equipment and material in the BASE PERIOD to perform the Unit Priced Tasks listed below as specified. The quantities listed in this schedule are only estimates provided solely for the purpose of offer evaluation. The price for this item is the total of subline items listed in the Schedule of Indefinite Quantity Work - Base Period.check vs. ELIN Description Sheet
*******REV AMEND 7-7-2020-ATT1 IQ Bid Schedule (ELINS)(002)*******
SCHEDULE OF INDEFINITE QUANTITY WORK- BASE PERIOD

ITEM SUPPLIES/SERVICES QNTY UNIT UNIT PRICE AMOUNT

Separately Priced Indefinite Quanity Work. The price for the Separately Priced work is the sum of Exhibit Line Items A00101 thru A0013N inclusive.

A00101 Excavate Earth & Misc. Sub Soil Ref. Section C 1026, paragraph 2.1.1 CY = $ - 0

A00102 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick SY = $ - 0

A00103 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 4" up to 6" thick SY = $ - 0

A00104 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 6" up to 8" thick SY = $ - 0

A00105 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 8" up to 10" thick SY = $ - 0

A00106 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick SY = $ - 0

A00107 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A00108 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick SY = $ - 0

A00109 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026 paragraph, 2.1.2; Over 8" up to 10" thick SY = $ - 0

A0010A Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, para. 2.1.2; Up to 4" thick SY = $ - 0

A0010B Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0010C Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick SY = $ - 0

A0010D Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick SY = $ - 0

A0010E Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick SY = $ - 0

A0010F Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0010G Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick SY = $ - 0

A0010H Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick SY = $ - 0

A0010J Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, para. 2.1.2; Up to 2" thick SY = $ - 0

A0010K Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 2" up to 4" thick SY = $ - 0

A0010L Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0010M Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 2" thick SY = $ - 0

A0010N Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 2" up to 4" thick SY = $ - 0

A0010P Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0010Q Provide Reinforced Concrete Ref. Section C 01026, paragraph. 2.1.3; Up to 4" thick with WWF. SY = $ - 0

A0010S Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 4" up to 6" thick with Reinforcing Rod SY = $ - 0

A0010T Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 6" up to 8" thick with Reinforcing Rod SY = $ - 0

A0010U Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 8" up to 10" thick with Reinforcing Rod SY = $ - 0

A0010V Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Up to a Depth of 4" thick LF = $ - 0

A0010W Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Over 4" up to a depth of 6" LF = $ - 0

A0010X Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Up to a depth of 4" thick LF = $ - 0

A0010Y Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Over 4" up to a Depth of 6" thick LF = $ - 0

A0010Z Cut Key Ref. Section C 01026, para. 2.1.5 LF = $ - 0

A00110 Adjust/provide Manhole extension Collars Ref. Section C 01026, paragraph 2.1.6 EA = $ - 0

A00111 Adjust/provide Valve, Service, or Roadway Box extension collars, Ref. Section C 01026, para. 2.1.7 EA = $ - 0

A00112 Adjust/provide Inlet Grate Ref. Section C 01026, paragraph 2.1.8 EA = $ - 0

A00113 Adjust Metal Trench Utility Covers Ref. Section C 01026, paragraph 2.1.9 EA = $ - 0

A00114 Adjust Concrete Trench or Utility Covers Ref. Section C 01026, paragraph 2.1.10 EA = $ - 0

A00115 Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Up to 6" Thick and 36" Wide by 65" Long EA = $ - 0

A00116 Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Over 6" Thick and 36" Wide by 65" Long EA = $ - 0

A00117 Provide, Place, and Compact #2 Modified Stone Ref. Section C 01026, paragraph 2.1.12 CY = $ - 0

A00118 Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick SY = $ - 0

A00119 Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick SY = $ - 0

A0011A Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick SY = $ - 0

A0011B Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick SY = $ - 0

A0011C Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick SY = $ - 0

A0011D Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick SY = $ - 0

A0011E Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick SY = $ - 0

A0011F Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick SY = $ - 0

A0011G Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick SY = $ - 0

A0011H Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, Up to 500 SY, 2" Thick SY = $ - 0

A0011J Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 500 SY, 2" Thick SY = $ - 0

A0011K Remove Concrete Curb Ref. Section C 01026, paragraph 2.1.15 LF = $ - 0

A0011L Remove Monolithic Concrete Curb Ref. Section C 01026, paragraph 2.1.15 LF = $ - 0

A0011M Provide Concrete Curb Ref. Section C 01026, paragraph 2.1.16 LF = $ - 0

A0011N Remove Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.17 SY = $ - 0

A0011P Provide Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.18 SY = $ - 0

A0011Q Remove Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.17 SY = $ - 0

A0011R Provide Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.18 SY = $ - 0

A0011S Provide Asphalt Curb Ref. Section C 01026, paragraph 2.1.19 LF = $ - 0

A0011T Seal Joints and Cracks Ref. Section C 01026, paragraph 2.1.20 LF = $ - 0

A0011U Stripe Roadway with Thermoplastic Paint Ref. Section LF = $ - 0

A0011V Stripe Roadways 4" and 6", with Epoxy Paint Ref. Sect 1026. and Dwg C1 & 2 LF 0 $ - 0

A0011Y Stripe stopline 18" wide by nom. 13 ft long Ref section 1026 & Dwg C. LF 0 $ - 0

A0011Z Layout and Paint Crosswalk, White, Ref. Sect 1026 and Dwg F LF 0 $ - 0

A00120 Stripe Roadway Ref. Section C 01026, paragraph 2.1.21 LF = $ - 0

A00121 Stripe Parking Areas Ref. Section C 01026, paragraph 2.1.21 LF = $ - 0

A00122 Paint Letters or Numerical Designators up to 6" Wide x 12" Long Ref. Section c 01026, paragraph 2.1.22 EA = $ - 0

A00123 Paint Letters with Thermoplastic Paint (i.e.STOP,YIELD AHEAD, RR) EA = $ - 0

A00124 Paint Letters with Long Life Epoxy Resin EA = $ - 0

A00125 Paint 4" and 6" Fire Zones, Ref Sect 01026, color as directed LF = $ - 0

A00128 Paint Directional Arrows Ref. Section C 01026, paragraph 2.1.23 EA = $ - 0

A00129 Paint Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.24 EA = $ - 0

A0012A Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Bituminous LF = $ - 0

A0012B Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Concrete LF = $ - 0

A0012C Remove Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.26 EA = $ - 0

A0012D Install Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.27 EA = $ - 0

A0012E Replace Valve Box Ref. Section C 01026, paragraph 2.1.28 EA = $ - 0

A0012F Replace Service Box Ref. Section C 01026, paragraph 2.1.29 EA = $ - 0

A0012G Replace Roadway Box Ref. Section C 01026, paragraph 2.1.30 EA = $ - 0

A0012H Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous SY = $ - 0

A0012J Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous and Concrete SY = $ - 0

A0012K Core Bore Drilling (Sample) of Bituminous and/or Concrete Including Reinforced Concrete 1 1/2" Dia. X 12" Ref. Section C 01026, paragraph 2.1.32 EA = $ - 0

A0012L Replace Catch Basin I.D. up to 2' x 4' x 4' Deep Ref. Section C 01026, para. 2.1.33 EA = $ - 0

A0012M Repair Manhole Ref. Section C 01026, paragraph 2.1.34 EA = $ - 0

A0012N Provide Bicycle safe drain grate with frame. Ref Sect 01026. EA = $ - 0

A0012P Remove Roadway and Parking Area Striping, Alphanumeric Designators, Arrows, and Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.35 LF = $ - 0

A0012Q Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Up to 4" Deep SY = $ - 0

A0012S Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 4" up to 8" deep SY = $ - 0

A0012T Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 8" up to 12" deep SY = $ - 0

A0012U Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37 LF = $ - 0

A0012V Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 3" Down to Zero SY = $ - 0

A0012W Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 6" Down to Zero SY = $ - 0

A0012X Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 9" Down to Zero SY = $ - 0

A0012Y Provide, Place, Grade, and Compact Borrow excavation Zone 3. Ref. Section C 01026, paragraph 2.1.39 CY = $ - 0

A0012Z Provide, Place, and Grade Top Soil Ref. Section C 01026, para. 2.1.40 CY = $ - 0

A00130 Provide Seeding of Completed Work Site Areas Ref. Section C 01026, para. 2.1.41 SY = $ - 0

A00131 Provide and Install 8" Cast Iron Pipe, Include Tie-In's to Inlets or Outlets Ref Section C 01026, para. 2.1.43 LF = $ - 0

A00132 Provide and Install 12" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00133 Provide and Install 15" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00134 Provide and Install 18" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00135 Provide and Install 24" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00136 Provide and Install 36" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00137 Provide and Install 48" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00138 Provide and Install Reinforced Fabric for Bituminous Overlay Ref. Section C 01026, para. 2.1.42 SY = $ - 0

A00139 Provide and Install 12" ADS Smooth Wall Plastic Pipe, Including All Fittings and Tie-Ins to Inlets or Outlets Ref. Section C 01026, para. 2.1.44 LF = $ - 0

A0013A Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37.1; Over 500 LF up to 2000 LF. LF = $ - 0

A0013H Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37.1; Over 2000 LF. LF = $ - 0

A0013J Install Standard Flared Guide Rail Terminals Ref. Section C 01026, paragraph 2.1.37.2a EA = $ - 0

A0013K Install Standard Tangent Guide Rail Terminal Ref. Section C 01026, paragraph 2.1.37.2b EA = $ - 0

A0013LA Install Standard 8' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c EA = $ - 0

A0013LB Install Standard 16' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c EA = $ - 0

A0013LC Install Standard 24' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c EA = $ - 0

A0013LD Install Standard 36' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c EA = $ - 0

A0013M Loading Dock Bumpers, HDPE composite, 8" x 6", 1300 PSI flexural strength, 1400 PSI compressive strength, hazard yellow LF = $ - 0

A0013N Geotechnical Test Boring, 40 feet deep, continuous sampling, including SPT and boring log. EA = $ - 0

Total Price For Separately Priced Work Items (Sum of Exhibit Subline Items A00101 through A0013M) $ - 0

Not Separately Priced Indefinite Quanity Work. The price for the Not Separately Priced work is the sum of Exhibit Line Items A0013O thru A0013T inclusive.

TASK HOUR LABOR FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED WORK ITEMS (REF. SECTION 01026, PARAGRAPH 2.1.45). Price for labor as required to perform tasks in accordance with all the terms of this contract. Unit prices shall include all costs associated with providing one man-hour of labor (including profit, overhead, and bond cost). All work is subject to wage rates under the Davis-Bacon Act. The quantities listed below are estimates provided solely for the purpose of offer evaluation.

A0013O Laborer Mn-Hr = $ - 0

A0013PMasonMn-Hr=$ - 0
=
A0013QEquipment OperatorMn-Hr=$ - 0
=
A0013RLand Survey Team, 2 members minimum. Ref Section 01026.Crew Hour=$ - 0
MATERIAL AND SUPPLIES FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED ITEMS. (REF. SECTION 01026, paragraph 2.1.46, AND NOTE 1). Price for material and supplies as required to support work performed under the Task Hour Labor Work Items in accordance with all the terms of this contract. The quantities listed below are estimates provided solely for the purpose of offer evaluation.
AMOUNTFBR in %Total Price
For all parts and materials as authorized.
A0013SBurden Rate $60,000 + ($60,000 x ___.__%)LS5%=$ - 0

NOTE 1: Exhibit Line Item A0013F shall be used to reimburse the contractor for all parts and materials used in conjuction with labor under Exhibit Line Item A0013B through A0013D. Contractor shall enter a factor adjustment (burden rate) for the Exhibit Line Item. The factor adjustment must take into consideration any applicable bond cost for materials to be incorporated into construction work ordered. Bid prices on this item shall be calculated using the estimated quantity (cost) times the factor adjustment to be added to (a burden) the estimated quantity. For evaluation purposes, the estimated unburdened cost are shown in Exhibit Line Item A0013F.

SPECIALIZED EQUIPMENT FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED ITEMS (REF. SECTION 01026, paragraph 2.1.47, AND NOTE 2). Price for specialized equipment as required to support work performed under the Task Hour Labor Work Items in accordance with all the terms of this contract. The quantities listed below are estimates provided solely for the purpose of offer evaluation.

A0013TFor all specialized equipment as authorized.
Burden Rate $40,000 + ($40,000 x ___.__%)LS5%=$ - 0

NOTE 2: Exhibit Line Item 0013G shall be used to reimburse the contractor for all specialized equipment used to support work ordered under Exhibit Line Items 0013B through 0013E. Contractor shall enter a factor adjustment (burden rate) for the Exhibit Line Item. The factor adjustment must take into consideration any applicable bond cost for equipment to be used in construction work ordered. Bid prices on this item shall be calculated using the estimated quantity (cost) times the factor adjustment to be added to the estimated quantity. For evaluation purposes, the estimated unburdened cost are shown in Exhibit Line Items 0013G.

Price For Non-Separately Priced Task Hour Labor, Materials and Equipment
(Total of Exhibit Line Items A0013O through A0013T)$ - 0

TOTAL INDEFINITE QUANTITY PRICE $ - 0

1st Option Year

A002Price for labor, equipment and material in the FIRST OPTION PERIOD to perform the Unit Priced Tasks listed below as specified. The quantities listed in this schedule are only estimates provided solely for the purpose of offer evaluation. The price for this item is the total of subline items listed in the Schedule of Indefinite Quantity Work - FIRST OPTION PERIOD.
*******REV AMEND 7-7-2020-ATT1 IQ Bid Schedule (ELINS)(002)*******
SCHEDULE OF INDEFINITE QUANTITY WORK- OPTION 1

ITEM SUPPLIES/SERVICES QNTY UNIT UNIT PRICE AMOUNT

Separately Priced Indefinite Quanity Work. The price for the Separately Priced work is the sum of Exhibit Line Items A00201 thru A0023N inclusive.

A00201 Excavate Earth & Misc. Sub Soil Ref. Section C 1026, paragraph 2.1.1 CY = $ - 0

A00202 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick SY = $ - 0

A00203 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 4" up to 6" thick SY = $ - 0

A00204 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 6" up to 8" thick SY = $ - 0

A00205 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 8" up to 10" thick SY = $ - 0

A00206 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick SY = $ - 0

A00207 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A00208 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick SY = $ - 0

A00209 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026 paragraph, 2.1.2; Over 8" up to 10" thick SY = $ - 0

A0020A Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, para. 2.1.2; Up to 4" thick SY = $ - 0

A0020B Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0020C Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick SY = $ - 0

A0020D Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick SY = $ - 0

A0020E Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick SY = $ - 0

A0020F Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0020G Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick SY = $ - 0

A0020H Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick SY = $ - 0

A0020J Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, para. 2.1.2; Up to 2" thick SY = $ - 0

A0020K Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 2" up to 4" thick SY = $ - 0

A0020L Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0020M Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 2" thick SY = $ - 0

A0020N Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 2" up to 4" thick SY = $ - 0

A0020P Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0020Q Provide Reinforced Concrete Ref. Section C 01026, paragraph. 2.1.3; Up to 4" thick with WWF. SY = $ - 0

A0020S Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 4" up to 6" thick with Reinforcing Rod SY = $ - 0

A0020T Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 6" up to 8" thick with Reinforcing Rod SY = $ - 0

A0020U Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 8" up to 10" thick with Reinforcing Rod SY = $ - 0

A0020V Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Up to a Depth of 4" thick LF = $ - 0

A0020W Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Over 4" up to a depth of 6" LF = $ - 0

A0020X Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Up to a depth of 4" thick LF = $ - 0

A0020Y Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Over 4" up to a Depth of 6" thick LF = $ - 0

A0020Z Cut Key Ref. Section C 01026, para. 2.1.5 LF = $ - 0

A00210 Adjust/provide Manhole extension Collars Ref. Section C 01026, paragraph 2.1.6 EA = $ - 0

A00211 Adjust/provide Valve, Service, or Roadway Box extension collars, Ref. Section C 01026, para. 2.1.7 EA = $ - 0

A00212 Adjust/provide Inlet Grate Ref. Section C 01026, paragraph 2.1.8 EA = $ - 0

A00213 Adjust Metal Trench Utility Covers Ref. Section C 01026, paragraph 2.1.9 EA = $ - 0

A00214 Adjust Concrete Trench or Utility Covers Ref. Section C 01026, paragraph 2.1.10 EA = $ - 0

A00215 Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Up to 6" Thick and 36" Wide by 65" Long EA = $ - 0

A00216 Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Over 6" Thick and 36" Wide by 65" Long EA = $ - 0

A00217 Provide, Place, and Compact #2 Modified Stone Ref. Section C 01026, paragraph 2.1.12 CY = $ - 0

A00218 Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick SY = $ - 0

A00219 Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick SY = $ - 0

A0021A Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick SY = $ - 0

A0021B Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick SY = $ - 0

A0021C Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick SY = $ - 0

A0021D Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick SY = $ - 0

A0021E Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick SY = $ - 0

A0021F Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick SY = $ - 0

A0021G Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick SY = $ - 0

A0021H Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, Up to 500 SY, 2" Thick SY = $ - 0

A0021J Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 500 SY, 2" Thick SY = $ - 0

A0021K Remove Concrete Curb Ref. Section C 01026, paragraph 2.1.15 LF = $ - 0

A0021L Remove Monolithic Concrete Curb Ref. Section C 01026, paragraph 2.1.15 LF = $ - 0

A0021M Provide Concrete Curb Ref. Section C 01026, paragraph 2.1.16 LF = $ - 0

A0021N Remove Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.17 SY = $ - 0

A0021P Provide Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.18 SY = $ - 0

A0021Q Remove Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.17 SY = $ - 0

A0021R Provide Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.18 SY = $ - 0

A0021S Provide Asphalt Curb Ref. Section C 01026, paragraph 2.1.19 LF = $ - 0

A0021T Seal Joints and Cracks Ref. Section C 01026, paragraph 2.1.20 LF = $ - 0

A0021U Stripe Roadway with Thermoplastic Paint Ref. Section LF = $ - 0

A0021V Stripe Roadways 4" and 6", with Epoxy Paint Ref. Sect 1026. and Dwg C1 & 2 LF 0 $ - 0

A0021Y Stripe stopline 18" wide by nom. 13 ft long Ref section 1026 & Dwg C. LF 0 $ - 0

A0021Z Layout and Paint Crosswalk, White, Ref. Sect 1026 and Dwg F LF 0 $ - 0

A00220 Stripe Roadway Ref. Section C 01026, paragraph 2.1.21 LF = $ - 0

A00221 Stripe Parking Areas Ref. Section C 01026, paragraph 2.1.21 LF = $ - 0

A00222 Paint Letters or Numerical Designators up to 6" Wide x 12" Long Ref. Section c 01026, paragraph 2.1.22 EA = $ - 0

A00223 Paint Letters with Thermoplastic Paint (i.e.STOP,YIELD AHEAD, RR) EA = $ - 0

A00224 Paint Letters with Long Life Epoxy Resin EA = $ - 0

A00225 Paint 4" and 6" Fire Zones, Ref Sect 01026, color as directed LF = $ - 0

A00228 Paint Directional Arrows Ref. Section C 01026, paragraph 2.1.23 EA = $ - 0

A00229 Paint Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.24 EA = $ - 0

A0022A Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Bituminous LF = $ - 0

A0022B Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Concrete LF = $ - 0

A0022C Remove Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.26 EA = $ - 0

A0022D Install Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.27 EA = $ - 0

A0022E Replace Valve Box Ref. Section C 01026, paragraph 2.1.28 EA = $ - 0

A0022F Replace Service Box Ref. Section C 01026, paragraph 2.1.29 EA = $ - 0

A0022G Replace Roadway Box Ref. Section C 01026, paragraph 2.1.30 EA = $ - 0

A0022H Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous SY = $ - 0

A0022J Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous and Concrete SY = $ - 0

A0022K Core Bore Drilling (Sample) of Bituminous and/or Concrete Including Reinforced Concrete 1 1/2" Dia. X 12" Ref. Section C 01026, paragraph 2.1.32 EA = $ - 0

A0022L Replace Catch Basin I.D. up to 2' x 4' x 4' Deep Ref. Section C 01026, para. 2.1.33 EA = $ - 0

A0022M Repair Manhole Ref. Section C 01026, paragraph 2.1.34 EA = $ - 0

A0022N Provide Bicycle safe drain grate with frame. Ref Sect 01026. EA = $ - 0

A0022P Remove Roadway and Parking Area Striping, Alphanumeric Designators, Arrows, and Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.35 LF = $ - 0

A0022Q Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Up to 4" Deep SY = $ - 0

A0022S Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 4" up to 8" deep SY = $ - 0

A0022T Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 8" up to 12" deep SY = $ - 0

A0022U Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37 LF = $ - 0

A0022V Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 3" Down to Zero SY = $ - 0

A0022W Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 6" Down to Zero SY = $ - 0

A0022X Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 9" Down to Zero SY = $ - 0

A0022Y Provide, Place, Grade, and Compact Borrow excavation Zone 3. Ref. Section C 01026, paragraph 2.1.39 CY = $ - 0

A0022Z Provide, Place, and Grade Top Soil Ref. Section C 01026, para. 2.1.40 CY = $ - 0

A00230 Provide Seeding of Completed Work Site Areas Ref. Section C 01026, para. 2.1.41 SY = $ - 0

A00231 Provide and Install 8" Cast Iron Pipe, Include Tie-In's to Inlets or Outlets Ref Section C 01026, para. 2.1.43 LF = $ - 0

A00232 Provide and Install 12" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00233 Provide and Install 15" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00234 Provide and Install 18" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00235 Provide and Install 24" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00236 Provide and Install 36" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00237 Provide and Install 48" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00238 Provide and Install Reinforced Fabric for Bituminous Overlay Ref. Section C 01026, para. 2.1.42 SY = $ - 0

A00239 Provide and Install 12" ADS Smooth Wall Plastic Pipe, Including All Fittings and Tie-Ins to Inlets or Outlets Ref. Section C 01026, para. 2.1.44 LF = $ - 0

A0023A Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37.1; Over 500 LF up to 2000 LF. LF = $ - 0

A0023H Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37.1; Over 2000 LF. LF = $ - 0

A0023J Install Standard Flared Guide Rail Terminals Ref. Section C 01026, paragraph 2.1.37.2a EA = $ - 0

A0023K Install Standard Tangent Guide Rail Terminal Ref. Section C 01026, paragraph 2.1.37.2b EA = $ - 0

A0023LA Install Standard 8' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c EA = $ - 0

A0023LB Install Standard 16' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c EA = $ - 0

A0023LC Install Standard 24' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c EA = $ - 0

A0023LD Install Standard 36' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c EA = $ - 0

A0023M Loading Dock Bumpers, HDPE composite, 8" x 6", 1300 PSI flexural strength, 1400 PSI compressive strength, hazard yellow LF = $ - 0

A0023N Geotechnical Test Boring, 40 feet deep, continuous sampling, including SPT and boring log. EA = $ - 0

Total Price For Separately Priced Work Items (Sum of Exhibit Subline Items A00101 through A0013M) $ - 0

Not Separately Priced Indefinite Quanity Work. The price for the Not Separately Priced work is the sum of Exhibit Line Items A0023O thru A0023T inclusive.

TASK HOUR LABOR FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED WORK ITEMS (REF. SECTION 01026, PARAGRAPH 2.1.45). Price for labor as required to perform tasks in accordance with all the terms of this contract. Unit prices shall include all costs associated with providing one man-hour of labor (including profit, overhead, and bond cost). All work is subject to wage rates under the Davis-Bacon Act. The quantities listed below are estimates provided solely for the purpose of offer evaluation.

A0023O Laborer Mn-Hr = $ - 0

A0023PMasonMn-Hr=$ - 0
=
A0023QEquipment OperatorMn-Hr=$ - 0
=
A0023RLand Survey Team, 2 members minimum. Ref Section 01026.Crew Hour=$ - 0
MATERIAL AND SUPPLIES FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED ITEMS. (REF. SECTION 01026, paragraph 2.1.46, AND NOTE 1). Price for material and supplies as required to support work performed under the Task Hour Labor Work Items in accordance with all the terms of this contract. The quantities listed below are estimates provided solely for the purpose of offer evaluation.
AMOUNTFBR in %Total Price
For all parts and materials as authorized.
A0023SBurden Rate $60,000 + ($60,000 x ___.__%)LS5%=$ - 0

NOTE 1: Exhibit Line Item A0013F shall be used to reimburse the contractor for all parts and materials used in conjuction with labor under Exhibit Line Item A0013B through A0013D. Contractor shall enter a factor adjustment (burden rate) for the Exhibit Line Item. The factor adjustment must take into consideration any applicable bond cost for materials to be incorporated into construction work ordered. Bid prices on this item shall be calculated using the estimated quantity (cost) times the factor adjustment to be added to (a burden) the estimated quantity. For evaluation purposes, the estimated unburdened cost are shown in Exhibit Line Item A0013F.

SPECIALIZED EQUIPMENT FOR WORK NOT ITEMIZED ABOVE IN THE SEPARATELY PRICED ITEMS (REF. SECTION 01026, paragraph 2.1.47, AND NOTE 2). Price for specialized equipment as required to support work performed under the Task Hour Labor Work Items in accordance with all the terms of this contract. The quantities listed below are estimates provided solely for the purpose of offer evaluation.

A0023TFor all specialized equipment as authorized.
Burden Rate $40,000 + ($40,000 x ___.__%)LS5%=$ - 0

NOTE 2: Exhibit Line Item 0013G shall be used to reimburse the contractor for all specialized equipment used to support work ordered under Exhibit Line Items 0013B through 0013E. Contractor shall enter a factor adjustment (burden rate) for the Exhibit Line Item. The factor adjustment must take into consideration any applicable bond cost for equipment to be used in construction work ordered. Bid prices on this item shall be calculated using the estimated quantity (cost) times the factor adjustment to be added to the estimated quantity. For evaluation purposes, the estimated unburdened cost are shown in Exhibit Line Items 0013G.

Price For Non-Separately Priced Task Hour Labor, Materials and Equipment
(Total of Exhibit Line Items A0023O through A0013T)$ - 0

TOTAL INDEFINITE QUANTITY PRICE $ - 0

2nd Option Year

A003Price for labor, equipment and material in the SECOND OPTION PERIOD to perform the Unit Priced Tasks listed below as specified. The quantities listed in this schedule are only estimates provided solely for the purpose of offer evaluation. The price for this item is the total of subline items listed in the Schedule of Indefinite Quantity Work - SECOND OPTION PERIOD.
*******REV AMEND 7-7-2020-ATT1 IQ Bid Schedule (ELINS)(002)*******
SCHEDULE OF INDEFINITE QUANTITY WORK- SECOND OPTION PERIOD

ITEM SUPPLIES/SERVICES QNTY UNIT UNIT PRICE AMOUNT

Separately Priced Indefinite Quanity Work. The price for the Separately Priced work is the sum of Exhibit Line Items A00301 thru A0033N inclusive.

A00301 Excavate Earth & Misc. Sub Soil Ref. Section C 1026, paragraph 2.1.1 CY = $ - 0

A00302 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick SY = $ - 0

A00303 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 4" up to 6" thick SY = $ - 0

A00304 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 6" up to 8" thick SY = $ - 0

A00305 Jackhammer, Separate, Excavate, Remove, and Dispose of Concrete Ref. Section C 01026, para. 2.1.2; Over 8" up to 10" thick SY = $ - 0

A00306 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick SY = $ - 0

A00307 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A00308 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick SY = $ - 0

A00309 Separate, Excavate, Remove, and Dispose of Concrete Using Mechanized Equipment in Quanties Greater than 500 Square Yards. Ref. Section C 01026 paragraph, 2.1.2; Over 8" up to 10" thick SY = $ - 0

A0030A Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, para. 2.1.2; Up to 4" thick SY = $ - 0

A0030B Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0030C Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick SY = $ - 0

A0030D Jackhammer, Separate, Excavate, Remove, and Dispose of Reniforced Concrete Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick SY = $ - 0

A0030E Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 4" thick SY = $ - 0

A0030F Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0030G Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 6" up to 8" thick SY = $ - 0

A0030H Separate, Excavate, Remove, and Dispose of Reinforced Concrete Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 8" up to 10" thick SY = $ - 0

A0030J Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, para. 2.1.2; Up to 2" thick SY = $ - 0

A0030K Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 2" up to 4" thick SY = $ - 0

A0030L Jackhammer, Separate, Excavate, Remove, and Dispose of Bituminous Material Ref. Section C 1026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0030M Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Up to 2" thick SY = $ - 0

A0030N Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 2" up to 4" thick SY = $ - 0

A0030P Separate, Excavate, Remove, and Dispose of Bituminous Material Using Mechanized Equipment in Quanties Greater than 500 Square yards. Ref. Section C 01026, paragraph 2.1.2; Over 4" up to 6" thick SY = $ - 0

A0030Q Provide Reinforced Concrete Ref. Section C 01026, paragraph. 2.1.3; Up to 4" thick with WWF. SY = $ - 0

A0030S Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 4" up to 6" thick with Reinforcing Rod SY = $ - 0

A0030T Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 6" up to 8" thick with Reinforcing Rod SY = $ - 0

A0030U Provide Reinforced Concrete Ref. Section C 01026, paragraph 2.1.3; Over 8" up to 10" thick with Reinforcing Rod SY = $ - 0

A0030V Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Up to a Depth of 4" thick LF = $ - 0

A0030W Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Concrete Over 4" up to a depth of 6" LF = $ - 0

A0030X Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Up to a depth of 4" thick LF = $ - 0

A0030Y Provide Saw Cutting Ref. Section C 01026, paragraph 2.1.4; Bituminous Over 4" up to a Depth of 6" thick LF = $ - 0

A0030Z Cut Key Ref. Section C 01026, para. 2.1.5 LF = $ - 0

A00310 Adjust/provide Manhole extension Collars Ref. Section C 01026, paragraph 2.1.6 EA = $ - 0

A00311 Adjust/provide Valve, Service, or Roadway Box extension collars, Ref. Section C 01026, para. 2.1.7 EA = $ - 0

A00312 Adjust/provide Inlet Grate Ref. Section C 01026, paragraph 2.1.8 EA = $ - 0

A00313 Adjust Metal Trench Utility Covers Ref. Section C 01026, paragraph 2.1.9 EA = $ - 0

A00314 Adjust Concrete Trench or Utility Covers Ref. Section C 01026, paragraph 2.1.10 EA = $ - 0

A00315 Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Up to 6" Thick and 36" Wide by 65" Long EA = $ - 0

A00316 Replace Broken/Damaged Reinforced Concrete Trench or Utility Cover Ref. Section C 01026, paragraph 2.1.11; Over 6" Thick and 36" Wide by 65" Long EA = $ - 0

A00317 Provide, Place, and Compact #2 Modified Stone Ref. Section C 01026, paragraph 2.1.12 CY = $ - 0

A00318 Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick SY = $ - 0

A00319 Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick SY = $ - 0

A0031A Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick SY = $ - 0

A0031B Provide Base Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick SY = $ - 0

A0031C Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick SY = $ - 0

A0031D Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 2" Thick SY = $ - 0

A0031E Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 3" Thick SY = $ - 0

A0031F Provide Binder Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, 3" Thick SY = $ - 0

A0031G Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Up to 100 SY, 2" Thick SY = $ - 0

A0031H Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 100 SY, Up to 500 SY, 2" Thick SY = $ - 0

A0031J Provide Wear Course Bituminous Material Ref. Section C 01026, paragraph 2.1.14; Over 500 SY, 2" Thick SY = $ - 0

A0031K Remove Concrete Curb Ref. Section C 01026, paragraph 2.1.15 LF = $ - 0

A0031L Remove Monolithic Concrete Curb Ref. Section C 01026, paragraph 2.1.15 LF = $ - 0

A0031M Provide Concrete Curb Ref. Section C 01026, paragraph 2.1.16 LF = $ - 0

A0031N Remove Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.17 SY = $ - 0

A0031P Provide Concrete Sidewalk 4" Thick Ref. Section C 01026, paragraph 2.1.18 SY = $ - 0

A0031Q Remove Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.17 SY = $ - 0

A0031R Provide Concrete Sidewalk 6" Thick Ref. Section C 01026, paragraph 2.1.18 SY = $ - 0

A0031S Provide Asphalt Curb Ref. Section C 01026, paragraph 2.1.19 LF = $ - 0

A0031T Seal Joints and Cracks Ref. Section C 01026, paragraph 2.1.20 LF = $ - 0

A0031U Stripe Roadway with Thermoplastic Paint Ref. Section LF = $ - 0

A0031V Stripe Roadways 4" and 6", with Epoxy Paint Ref. Sect 1026. and Dwg C1 & 2 LF 0 $ - 0

A0031Y Stripe stopline 18" wide by nom. 13 ft long Ref section 1026 & Dwg C. LF 0 $ - 0

A0031Z Layout and Paint Crosswalk, White, Ref. Sect 1026 and Dwg F LF 0 $ - 0

A00320 Stripe Roadway Ref. Section C 01026, paragraph 2.1.21 LF = $ - 0

A00321 Stripe Parking Areas Ref. Section C 01026, paragraph 2.1.21 LF = $ - 0

A00322 Paint Letters or Numerical Designators up to 6" Wide x 12" Long Ref. Section c 01026, paragraph 2.1.22 EA = $ - 0

A00323 Paint Letters with Thermoplastic Paint (i.e.STOP,YIELD AHEAD, RR) EA = $ - 0

A00324 Paint Letters with Long Life Epoxy Resin EA = $ - 0

A00325 Paint 4" and 6" Fire Zones, Ref Sect 01026, color as directed LF = $ - 0

A00328 Paint Directional Arrows Ref. Section C 01026, paragraph 2.1.23 EA = $ - 0

A00329 Paint Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.24 EA = $ - 0

A0032A Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Bituminous LF = $ - 0

A0032B Shape Wheel Flange for Railroad Tracks Ref. Section C 01026, praragraph 2.1.25; Concrete LF = $ - 0

A0032C Remove Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.26 EA = $ - 0

A0032D Install Concrete Bumper Blocks Ref. Section C 01026, paragraph 2.1.27 EA = $ - 0

A0032E Replace Valve Box Ref. Section C 01026, paragraph 2.1.28 EA = $ - 0

A0032F Replace Service Box Ref. Section C 01026, paragraph 2.1.29 EA = $ - 0

A0032G Replace Roadway Box Ref. Section C 01026, paragraph 2.1.30 EA = $ - 0

A0032H Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous SY = $ - 0

A0032J Repair/Patch Utility Excavation Ref. Section C 01026, paragraph 2.1.31; Bituminous and Concrete SY = $ - 0

A0032K Core Bore Drilling (Sample) of Bituminous and/or Concrete Including Reinforced Concrete 1 1/2" Dia. X 12" Ref. Section C 01026, paragraph 2.1.32 EA = $ - 0

A0032L Replace Catch Basin I.D. up to 2' x 4' x 4' Deep Ref. Section C 01026, para. 2.1.33 EA = $ - 0

A0032M Repair Manhole Ref. Section C 01026, paragraph 2.1.34 EA = $ - 0

A0032N Provide Bicycle safe drain grate with frame. Ref Sect 01026. EA = $ - 0

A0032P Remove Roadway and Parking Area Striping, Alphanumeric Designators, Arrows, and Handicapped Parking Symbols Ref. Section C 01026, paragraph 2.1.35 LF = $ - 0

A0032Q Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Up to 4" Deep SY = $ - 0

A0032S Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 4" up to 8" deep SY = $ - 0

A0032T Repair Potholes with Bituminous Base, Binder, and wear Course Ref. Section C 01026, paragraph 2.1.36; Over 8" up to 12" deep SY = $ - 0

A0032U Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37 LF = $ - 0

A0032V Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 3" Down to Zero SY = $ - 0

A0032W Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 6" Down to Zero SY = $ - 0

A0032X Milling Services for Existing Bituminous Paved Surfaces Ref. Section C 01026, paragraph 2.1.38; 9" Down to Zero SY = $ - 0

A0032Y Provide, Place, Grade, and Compact Borrow excavation Zone 3. Ref. Section C 01026, paragraph 2.1.39 CY = $ - 0

A0032Z Provide, Place, and Grade Top Soil Ref. Section C 01026, para. 2.1.40 CY = $ - 0

A00330 Provide Seeding of Completed Work Site Areas Ref. Section C 01026, para. 2.1.41 SY = $ - 0

A00331 Provide and Install 8" Cast Iron Pipe, Include Tie-In's to Inlets or Outlets Ref Section C 01026, para. 2.1.43 LF = $ - 0

A00332 Provide and Install 12" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00333 Provide and Install 15" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00334 Provide and Install 18" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00335 Provide and Install 24" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00336 Provide and Install 36" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00337 Provide and Install 48" Reinforced Concrete Pipe, Include Tie-In's to Inlets or Outlets LF = $ - 0

A00338 Provide and Install Reinforced Fabric for Bituminous Overlay Ref. Section C 01026, para. 2.1.42 SY = $ - 0

A00339 Provide and Install 12" ADS Smooth Wall Plastic Pipe, Including All Fittings and Tie-Ins to Inlets or Outlets Ref. Section C 01026, para. 2.1.44 LF = $ - 0

A0033A Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37.1; Over 500 LF up to 2000 LF. LF = $ - 0

A0033H Install Highway Type Guard Rail Ref. Section C 01026, paragraph 2.1.37.1; Over 2000 LF. LF = $ - 0

A0033J Install Standard Flared Guide Rail Terminals Ref. Section C 01026, paragraph 2.1.37.2a EA = $ - 0

A0033K Install Standard Tangent Guide Rail Terminal Ref. Section C 01026, paragraph 2.1.37.2b EA = $ - 0

A0033LA Install Standard 8' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.37.2c EA = $ - 0

A0033LB Install Standard 16' radius Control Release Terminal with anchorage Ref. Section C 01026, paragraph 2.1.

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 .