Attachment A - Rigid Paving ELINS Updated.xlsx
XLSX spreadsheet 136 KB Posted
- Solicitation number
- N4008525R2559
About this file
This document is a comprehensive Exhibit Line Item Schedule for an Indefinite Delivery, Indefinite Quantity (IDIQ) Construction Contract for rigid paving repair and replacement at Naval Facilities throughout Hampton Roads, Virginia. The solicitation (N4008525R2559) covers five contract options, each valued at $250,000, totaling $1,250,000, with a base year and four additional option years.
The contract includes extensive line items across multiple categories such as site preparation, demolition, excavation, concrete pavement work, pavement markings, lighting, and specialized services like FAA airfield friction testing. Key service areas include runway and taxiway edge lighting replacements (both incandescent and LED), concrete slab replacements in various thicknesses, pavement markings, surface repairs, and miscellaneous construction activities. The contract is structured to provide flexible, comprehensive paving and infrastructure maintenance services for Naval facilities, with detailed pricing and specification mechanisms for diverse construction and repair tasks. The primary contracting agency is the Department of the Navy Naval Facilities Engineering Command, and the contract is designed to support maintenance and improvement of naval infrastructure in the Hampton Roads region.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 25R2559 - Amend 0004.pdf | ||
| 25R2559 - Amend 0003.pdf | ||
| Attachment F - 25R2559 Specifications.pdf | ||
| 25R2559 - Amend 0002.pdf | ||
| Amend 0001 - N4008525R2559.pdf | ||
| Attachment C - Construction Experience Project Data Sheet.docx | DOCX document | |
| Attachment D - Past Performance Questionnaire.docx | DOCX document | |
| Attachment B - Pre-Proposal Inquiry Form.xlsx | XLSX spreadsheet | |
| N4008525R2559 - Solicitation.pdf | ||
| Attachment A - Rigid Paving ELINS.xlsx | XLSX spreadsheet | |
| Attachment E - PIEE Vendor Access Instructions.pdf |
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Synopsis of Line Items
| Solicitation No. N4008525R2559 |
| INDEFINITE DELIVERY, INDEFINITE QUANTITY CONSTRUCTION CONTRACT FOR |
CONSTRUCTION MAINTENANCE FOR RIGID PAVING
AT THE VARIOUS NAVAL FACILITIES THROUGHOUT HAMPTON ROADS, VIRGINIA
| EXHIBIT LINE ITEM NUMBERS |
| EXHIBIT LINE ITEM NUMBERS DESCRIPTION OF WORK FOR SUPPLIES/SERVICES (Applicable to Exhibits A, B, C, D, E - attached) |
Contractor shall verify scope of work for each line item as defined in Section C Descriptions and Specifications, Section C, Contract No. N4008525R2559, Construction Maintenance for Rigid Paving at Various Federal Activities in the Hampton Roads Region
ELIN Description Est. Qty Unit
INDEFINITE QUANTITY (IQ) WORK ITEMS - CLIN 0001
A001 SITE PREPERATION WORK (UFGS 01 57 19 Temporary Environmental Controls)
Each line item under "Site Preparation Work" shall include all Material, Equipment, Labor, Suprevision, Sub-Contractor cost, Bonding, and Overhead to complete the following tasks: A) Provide the original installation of the required items. B) Maintain the required items in such a maner that they provide the required service, and are neet and sightly. C) At the end of the job all remaining material shall be removed from government property, and the job area returned to its pre work condition.
| A00101 | Temparory chain link fencing fencing, 6 ft hight minimum | 500 | LF |
| A00102 | Dust control for disturbed soil or haul roads | 500 | 1000-SY |
| A00103 | Temporary diversion dikes | 300 | LF |
| A00104 | Silt fencing | 10,000 | LF |
| A00105 | Storm drain inlet silt protection | 300 | EA |
| A00106 | Barricades: Low profile barricades as required to close movement areas to aircraft in order to safely perform work. | 3,000 | LF |
| A00107 | Temporary Runway and Helipad "X" Closure markings. (typically made of yellow plywood) | 25 | EA |
A002 DEMOLITION, REMOVAL, AND DISPOSAL.
Saw cutting (00101):
a. Saw cut to up to 4 inch depth per LF when ordered per task order. When cuts are not to full depth of the material, materials can be broken off at the bottom of the saw cut ordered. Where a depth of cut less than 4 inches is all that is required the contractor will be paid as if a full 4 inch depth cut was made but the contractor will assume all risk of damage to material to remain in the event that they choose to use less than the entire 4 inch depth of cut. Where directed by the government to use less than full 4 inch depth cuts the Government will assume the risk of damage to material to remain in place.
| b. Includes saw cutting by large machine, or by hand saw where large machines cannot reach, protection of surrounding property, dust containment, proper disposal of debris off of Government property, water if needed where Government fixtures are not accessible, barricades, flagmen, and all safety related equipment to provide saw cutting. |
| c. A demo plan is required for each task order requiring saw cutting. A demo plan should show the who (operator or person in charge, persons contacted for scheduling, etc., what (equipment to be used, including safety equipment, when (dates, times, and room numbers etc.) and how the job will start and end including all safety precautions. |
| d. If the material to be cut is more than 4 inches in thickness but less than 12 inches in thickness the contractor will be paid the bid price per inch depth for the cuts made. (i.e. quantity/depth directed); ex. 15 LF * 8 inch depth = 120 LF-in |
A00201 Sawcutting (Per LF per inch depth; 4 inch min. depth to be paid except as noted in d.) (Section 02 41 00) 55,000 LF-IN
| Concrete and Bituminous Pavement Removal (00102-00104): a. Break up and remove, by breaking into manageable pieces, plain or reinforced concrete (portland or asphalt). Load, haul and properly dispose of off of Government property. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety related equipment to provide concrete (portland or asphalt) removal. |
| b. In some cases the task may require the contractor to use jackhammers and buggy, or light and heavy equipment to break up and remove materials from areas where normal equipment cannot be operated such as alleyways, and between railroad tracks. Concrete may be plain or reinforced and will be ordered on separate line items. |
| c. Fabric found during the removal of Portland or asphalt concrete shall be removed as part of the work requirement at no additional cost to the Government. |
| d. All material shall be removed and disposed at the contractor's expense. |
A00202 Concrete Removal-Plain (Section 02 41 00) 2,500 CY
A00203 Concrete Removal-Reinf (Section 02 41 00) 2,500 CY
A00204 Bituminous Pavement Removal (Section 02 41 00) 10,000 CY
Milling of Bituminous Pavement (00105):
a. Mill existing bituminous pavement with Government approved milling machine (square yard per inch). Load milled materials into dump trucks, sweep with broom tractor, or by hand. Milling operations in aircraft operating areas must use a vacuum powered sweeper truck to minimize foreign object damage (FOD). Contain and recycle bituminous pavement materials milled off of Government property. Remove and properly dispose of debris caused by milling off of Government property. Includes protection of surrounding property, dust containment, disposal of debris, providing and placing barricades, flagmen, a demo plan, and all safety related equipment to Mill existing bituminous pavement.
b. All material shall be removed and disposed at the contractor's expense.
A00205 Milling of Bituminous Pavement (Section 32 01 16.17) 200,000 SY-IN
Rubber and Paint Removal (00106-00110):
a. Remove 90 percent of all visible rubber and remove 85 or 100 percent of loose, flaking paint with Government approved high-pressure rubber and paint removal equipment, and properly dispose of debris off of Government property. Contractor shall be responsible for repairing any damage caused by the removal work.
b. All material shall be removed and disposed at the contractor's expense.
A00206 Rubber Removal 1 To 75,000 SF (Section 32 01 11.51) 100,000 SF
A00207 Rubber Removal 75,001 To 200,000 SF (Section 32 01 11.51) 200,000 SF
A00208 Rubber Removal 200,001 and Above (Section 32 01 11.51) 1,402,000 SF
A00209 Paint Removal Contractor Disposal 85% (Section 32 01 11.51) 82,000 SF
A00210 Paint Removal Contractor Disposal 100% (Section 32 01 11.51) 20,000 SF
Aircraft Tiedown Removal (00111):
a. Includes protection of surrounding property, dust containment, disposal of debris off of Government property, providing and placing barricades, flagmen, a demo plan, and all safety-related equipment.
A00211 Remove Aircraft Tiedown (Includes Saw cutting) (Section 02 41 00) 50 EA
A003 EXCAVATION AND GRADING
A003 Excavation, Fill, and Grading (00201 – 00208)
| a. Excavate, fill, and grade to elevation and limits indicated on task order, or already established by others. Excavate or fill to achieve proper drainage. Import additional Suitable Material (Section 31 23 00.00 20) as required and compact to required in-place density and provide third party verification of suitable material and in-place density testing. Dispose of surplus excavated material in a RCRA level D licensed Solid Waste Disposal Facility off Government property. |
| b. Hand excavate when within 2 feet of an underground utility, equipment is not practical, and in confined work areas. |
| c. Repair, rehabilitation, or replacement of ditches or fills destroyed or damaged by storms, floods, or other discrete events, provided the repair, rehabilitation, or replacement. |
| d. Remove accumulated sediments and debris in the vicinity of existing structures (e.g., bridges, culverted road crossings, water intake structures, roadways, runways, taxiways, etc.) and/or the placement of new or additional riprap to protect the structure or minimum amount of grading to restore proper site drainage. |
| e. Includes protection of surrounding property, dust containment, disposal of debris, excess material, demolition plan, work plan, and all required worker safety equipment. |
| f. Provide and implement traffic control in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). |
| g. At the Government’s discretion, salvaged material may be retained for future or current use. The Government will notify the Contractor prior to the start of work what materials and equipment shall be salvaged. If the Government decides to salvage material and equipment, the Contractor will be directed to perform the one of the following: |
| a. Transport and unload the material to any location on the base at no additional cost. |
| b. Transport and unload the material to a designated location off base. The Government shall pay only for the additional hauling charge under line item “Overhall”. |
A00301 Excavation and Grading (Section 31 00 00) 1,000 CY
A00302 Hand Excavation (Section 31 00 00) 200 CY
A00303 Furnish and Install Topsoil (Section 31 00 00) 100 CY
A00304 Overhaul (Section 31 00 00) 100 MI
| A00305 | Import and Placement of Suitable Soil (Section 31 00 00) | 250 | CY |
| Contractor should assume Satisfactory Materials are Suitable unless other specific materials are specified. | |||
| A00306 | Import and Placement of Select Granular Fill (Section 31 00 00) | 250 | CY |
A00307 Import and Placement of VDOT 21A/B Crushed Stone (Section 31 00 00) 250 CY
A00308 Import and Placement of VDOT 57 Crushed Stone (Section 31 00 00) 250 CY
A00309 Removal of accumulated Sediments and Debris (Section 31 00 00) 1000 TON
A00310 Repair, rehabilitation, or replacement of ditches or fills (Section 31 00 00) 7260 SY
A004 FABRICS
Fabrics (00401-00402):
a. Soil and pavement fabric includes fabric, placement, overlaps, folds, and repairs to fabric, measured from perimeter to perimeter. Provide and apply liquid bituminous with pavement fabric.
b. Includes protection of surrounding property, dust containment, providing and placing barricades, flagmen, and all safety-related equipment.
A00401 Geogrid Soil Reinforcement (Section 31 05 21) 1,000 SY
A00402 Geotextile (Section 31 05 19) 1,000 SY
A005 AGGREGATE
Aggregate and Fine Aggregate Base Course (00501-00502):
a. Aggregate or aggregate base course shall be furnished and applied to elevations shown, or to achieve drainage when elevations are not shown. Apply in maximum of 6" lifts unless otherwise directed by the Government and compact to the density percentage required. Protect work area so that new grade and fine aggregates are not lost. Provide density test and results.
b. Includes protection of surrounding property, dust containment, providing and placing barricades, flagmen, and all safety-related equipment.
A00501 Coarse Aggragete (Section 31 00 00) 500 TN
A00502 Aggregate Base Course (Section 32 11 23) 1,000 TN
A006 CRACK SEALING AND BITUMINOUS
Bituminous (00601-00609):
a. Liquid bituminous is ordered as a prime or tack coat for new asphalt paving work. See VDOT manuals (www.vdot.gov) for rate of application and method. Liquid bituminous and placing is included with the installation of pavement fabric (line item 00302).
| b. Crack sealing includes cleaning cracks, herbicide, sealant application and clean up. |
| c. Bituminous concrete (all FAA mixes) includes providing, delivery, placement (80% machine, 20% hand) to grade on prepared surface, compaction, and test. Liquid bituminous prime or tack coat will be ordered on separate line items. Voids filled with bituminous concrete before paving is started are not considered pothole repair. |
| d. 100% handwork (all FAA mixes) will be ordered as an additional cost when more than 20% of areas to be paved are not accessible to equipment normally used, or when the thickness of paving (Such as skim coating) is only feasible by 100% handwork. |
| e. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment. |
A00601 Liquid Bituminous (Section 32 12 10) 1,000 GL
A00602 Crack Sealing (Section 32 01 17.16) 100,000 LF
A00603 Crack Repairs - Across Entire Width of Slab (Section 32 01 17.16) 500 LF
A00604 Crack Repairs - Not Across Entire Width of Slab (Section 32 01 17.16) 500 LF
A00605 Bituminous Concrete BM-25.0, BM-32.5 (Base Mix) (Section 32 12 17) 2,500 TN
A00606 Bituminous Concrete IM-19.0 (Intermediate Mix) (Section 32 12 17) 2,500 TN
A00607 Bituminous Concrete P-401 (Surface Mix) (Section 32 12 15.13) 2,500 TN
A00608 Bituminous Concrete SM-9.5, SM-12.5 (Surface Mix) (Section 32 12 17) 2,500 TN
A00609 100% Handwork 3,000 SY-IN
A007 CONCRETE PAVEMENT
Concrete Pavement (00601-00618):
a. Concrete aprons, valley gutters, handicap aprons, slabs and misc. shapes placed and installed by various methods and machines, includes forms, vapor barrier, expansion material, concrete placement, curing, backfill, and fine grade of existing earth. Excavation, stone, topsoil, and seed will be ordered on separate line items as needed.
| b. High early concrete is added as an additional cost to other concrete line items when they are used. High early shall increase concrete compressive strength to 4,000 psi within 7 days. |
| c. Minor edge repairs, surface spalls and crack repairs. Remove loose or deleterious material up to one-inch deep and hand patch to blend into existing with a high strength grout. Includes curing. |
| d. Joint sealing includes cleaning cracks, routing, backer rod, bond breaker tape, herbicide, vegetation removal, sealant application and cleanup. |
| e. Includes protection of surrounding property, dust containment, barricades, flagmen, and all safety-related equipment. |
A00701 Total Slab Replacement: 8" Thick 0 To 28 CY (Section 32 13 11) 200 CY
A00702 Total Slab Replacement: 8" Thick 28 To 84 CY (Section 32 13 11) 200 CY
A00703 Total Slab Replacement: 8" Thick Over 84 CY (Section 32 13 11) 200 CY
A00704 Total Slab Replacement: 10" Thick 0 To 28 CY (Section 32 13 11) 200 CY
A00705 Total Slab Replacement: 10" Thick 28 To 84 CY (Section 32 13 11) 200 CY
A00706 Total Slab Replacement: 10" Thick Over 84 CY (Section 32 13 11) 200 CY
A00707 Total Slab Replacement: 12" Thick 0 To 28 CY (Section 32 13 11)) 200 CY
A00708 Total Slab Replacement: 12" Thick 28 To 84 CY (Section 32 13 11) 200 CY
A00709 Total Slab Replacement: 12" Thick Over 84 CY (Section 32 13 11) 200 CY
A00710 Partial Slab Replacement: 8" Thick (Section 32 01 29.61) 64 CY
A00711 Partial Slab Replacement: 10" Thick (Section 32 01 29.61) 30 CY
A00712 Partial Slab Replacement: 12" Thick (Section 32 01 29.61) 90 CY
A00713 Surface Repairs - with 650 psi Concrete (Section 32 01 29.61) 400 SF-IN
A00714 Surface Repairs - with Epoxy (Section 32 01 29.61) 100 SF-IN
A00715 Joint Resealing/Portland 0 To 500 LF (Section 32 01 19.61) 1,000 LF
A00716 Joint Resealing/Portland Over 500 LF (Section 32 01 19.61) 2,000 LF
A00717 Crack Repairs - Clean and Resealing of Joints (Section 32 01 19.61) 19,000 LF
A00718 Use of High Early Strength Concrete 500 CY
A008 PAVEMENT MARKINGS
Pavement Markings(00701-00709):
a. All removal of markings Includes demo plans for approval, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.
| b. Remove raised or recessed paint in accordance with the specifications. |
| c. Raised and recessed thermoplastic striping shall be removed per manufacturer's directions. |
| d. All debris must be removed and disposed off of Government property at the contractor's expense. |
| e. Pavement markings (including curbs with various colors) installation includes work schedules, preparation, layout, materials, applications, cleanup, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment. When glass beads are ordered the rate of application shall be a minimum of 7 pounds per 100 SF. |
| f. Tape type pavement markings shall is installed per manufacturer's recommendations based on type and conditions. Handicap markings shall be 48" x 56". |
| g. Include paint spec. TS TT-P-1952, Type [I or II] and [III], in addition to MPI 97 paint to the specs and Elins |
A00801 Black Out/Black Background (Section 32 17 23.00 20) 50,000 SF
A00802 Glass Spheres, Type I, or Type III (Section 32 17 23.00 20) 2,600 LBS
A00803 Center Lines 0 To 1,000 SF (Section 32 17 23.00 20) 2,500 SF
A00804 Center Lines Over 1,000 SF (Section 32 17 23.00 20) 25,500 SF
A00805 Other Than Center Lines 0 To 1,000 SF (Section 32 17 23.00 20) 76,000 SF
A00806 Other Than Center Lines Over 1,000 SF (Section 32 17 23.00 20) 76,000 SF
A00807 Hatched Lines (Section 32 17 23.00 20) 135,000 SF
A00808 Letters and Numbers (Section 32 17 23.00 20) 26,000 SF
A00809 Arrows (Section 32 17 23.00 20) 9,000 SF
A009 MISCELLANEOUS
| A00901 | Dowels 1" X 16" - Wet-set (Sections 03 30 53, 32 13 13.03 ) | 400 | EA |
| a. Includes material, and installation as specified to include tying or welding as needed. |
| A00902 | Dowels 1 1/4" X 20" - Wet-set (Sections 03 30 53, 32 13 13.03 ) | 400 | EA |
| a. Includes material, and installation as specified to include tying or welding as needed. |
| A00903 | Dowels 1" X 16" - Drilled / epoxy(Sections 03 30 53, 32 13 13.03) | 400 | EA |
| a. Dowels furnish and install. Includes drilling, prime, epoxy, and caps. |
| A00904 | Dowels 1 1/4" X 20" - Drilled / epoxy(Sections 03 30 53, 32 13 13.03) | 400 | EA |
| a. Dowels furnish and install. Includes drilling, prime, epoxy, and caps. |
A00905 Welded Wire Fabric (Sections 03 30 53, 32 13 13.03) 3,000 LBS
a. Welded wire fabric includes fabric, and installation, measured from perimeter to perimeter after required overlaps been made.
A00906 Reinforcing Steel (Sections 03 30 53, 32 13 13.03) 60,000 LBS
A00907 Mooring Eye in Existing Concrete (Section 34 73 13) 10 EA
A00908 Mooring Eye in New Concrete (Section 34 73 13) 50 EA
Miscellaneous (00909-00910):
a. Fine grading of existing topsoil includes placing and spreading of soil dumped at the work site by others to elevations indicated. Provide and apply seed to newly graded topsoil. Furnish and cover lightly with straw. Includes cleanup, protection of surrounding property, dust containment, barricades flagmen, and all safety-related equipment.
A00909 Fine grade Existing Topsoil and seed (Section 32 92 19) 60,000 SF
A00910 Furnish, Fine grade and Seed Topsoil (Section 32 92 19) 60,000 SF
Miscellaneous (00911):
a. In some cases of Command Interest where the request for work is of an urgent nature the contractor shall be paid an additional one time cost to respond within 48 hours from receiving a written or verbal request for work. The Contractor shall respond within 48 hours and shall work diligently until all work is completed. Payment of this line item is based solely on the timeliness and the diligent progress of the Contractor's performance. The Contractor must complete the project within the time negotiated or risk losing entire additional pay. When the delay is determined not to be caused by the contractor, the Government may consider payment. Also liquidated damages assessment starts the day after the required completion date. When the Command Interest Line Item is used, the start up time is up to 48 hours. Additional time that is given on other non-negotiated line items do not apply with Command Interest Work.
A00911 Quick Response: (One Time Additive Cost To A Task Order) 6 EA
Miscellaneous (00912):
a. Herbicide application includes certification, materials, and application per manufacturer's instructions. Includes schedules, cleanup, and protection of surrounding property, containment, barricades flagmen, and all safety-related equipment.
A00912 Herbicide (31 11 00) 5,400 SY
A00913 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) 50 MI
A00914 Grounding Points in Existing Concrete (Section 34 73 13) 10 EA
A00915 Grounding Points in New Concrete (Section 34 73 13) 50 EA
A010 LIGHTING
Lighting (01001-01021):
a. Lighting includes replacing the can for the light, all sawcutting around the existing light
a. Provide light fixture, base can, isolation transformer, conduit, wiring, counterpoise, and handhole as required to match existing conditions.
| A01001 | Taxi-way Edge Light - In-Pavement Incandescent (Section 34 43 00.00 20) | 5 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01002 | Taxi-way Edge Light - Elevated Incandescent (Section 34 43 00.00 20) | 20 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01003 | Taxi-way Edge Light - In-Pavement LED (Section 34 43 00.00 20) | 5 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01004 | Taxi-way Edge Light - Elevated LED (Section 34 43 00.00 20) | 20 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01005 | Runway Edge Light - In-Pavement Incandescent (Section 34 43 00.00 20) | 5 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01006 | Runway Edge Light - Elevated Incandescent (Section 34 43 00.00 20) | 20 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01007 | Runway Edge Light - In-Pavement LED (Section 34 43 00.00 20) | 5 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01008 | Runway Edge Light - Elevated LED (Section 34 43 00.00 20) | 20 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01009 | Runway Centerline Light - In-Pavement Incandescent (Section 34 43 00.00 20) | 20 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01010 | Runway Centerline Light - In-Pavement LED (Section 34 43 00.00 20) | 20 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01011 | Runway Threshold Light - In-Pavement Incandescent (Section 34 43 00.00 20) | 10 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01012 | Runway Threshold Light - Elevated Incandescent (Section 34 43 00.00 20) | 10 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01013 | Runway Threshold Light - In-Pavement LED (Section 34 43 00.00 20) | 10 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01014 | Runway Threshold Light - Elevated LED (Section 34 43 00.00 20) | 10 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
| A01015 | Deep Light Base Can (Section 34 43 00.00 20) | 50 | EA |
| a. Provide L-867 or L-868 deep base can sized to match associated light fixture, installed in concrete. | |||
| b. Bond light base external ground lug to either the counterpoise wire and/or a ground rod. |
| A01016 | Shallow Light Base Can (Section 34 43 00.00 20) | 20 | EA |
| a. Provide L-867 or L-868 shallow base can sized to match associated light fixture, installed in concrete. | |||
| b. Bond light base external ground lug to either the counterpoise wire and/or a ground rod. |
| A01017 | Handhole (Section 33 71 02) | 5 | EA |
| a. Provide 4'x4'x4' airfield rated handhole with spring assisted cover. |
| A01018 | Conduit Ductbank (Section 33 71 02) | 1,000 | LF |
| a. Provide conduit to match existing, sized appropriately for wiring. Typically, provide 2" Schedule 40 PVC conduit for airfield lighting circuits. | |||
| b. Provide L-824 airfield lighting cable in conduit, and counterpoise wire above conduit in accordance with applicable codes and standards. |
A01019 Demolish Existing Airfield Fixture and Base (Section 02 41 00) 75 EA
A01020 Demolish Existing Conduit (Section 02 41 00) 1,000 LF
| A01021 | Tailhook resistant light - In-Pavement LED (Section 34 43 00.00 20) | 5 | EA |
| a. Provide light fixture with appropriate color and direction. | |||
| b. Provide associated isolation transformer, L-823 connectors, and grounding, as required. |
A011 SPECIAL FAA AIRFIELD FRICTION TESTING
When this line item is ordered the Contractor shall folow the guideance listed in, UFC 3-260-02, Chapter 21, Paragraph 1.c, found on page 428/538, it explains that the “Procedures for conducting friction testing and an approved equipment list are contained in Federal Aviation Administration Advisory Circular, AC 150/5320-12C, ‘Measurement, Construction, and Maintenance of Skid-Resistant Airport Pavement Surfaces’.” This document was issued by the FAA on March 18, 1997. When testing is complete provide a complete report to the Contracting Officer. That report shall include, the test results, testing method used, and the FAA approved equipment used during testing. Provide that report within 5 days of test completion. Line item pricing shall be all inclusive of labor, material, equipment rental, overhead, profit, and sub contractor costs.
A01101 Provide runway friction testing in acordance with the specifications listed above. 10,000 SF
A012 NON-PREPRICED MATERIAL, LABOR
| ELINs 01201 and 01202 of Exhibit cover, but are not limited to, the cost for labor, materials, and various types of equipment required to provide repair work, modifications, or new work in conjunction with other work ordered under the bid schedule. The Government shall provide the Contractor with a scope of work that is to be performed. After review the Contractor shall submit to the Contracting Officer either a Type I or Type II proposal (in some cases both) within five working days of the date of receiving the scope of work. |
| Under a Type I proposal the Contractor shall develop an estimate for material and labor (in man-hours) required for task requested from current issues of any of the most current R.S. Means Facilities Estimating Guides. Cost breakdown for Type I proposal shall be provided as indicated below. |
| Material: All material required to complete the project shall be at bare cost only. The only mark up allowed to be added to material is delivery or shipping costs required for the contractor to receive the material and state sales tax. |
| Labor: This Line Item shall cover the total cost of labor which includes all associated costs to perform the work including but not limited to: tools, equipment, disposal, supervision, overhead, markup, profit, taxes, inspections, insurance, permits, fees, and bonds, for work not covered under the pre-priced line items. It is noted that the pre-priced line items are all inclusive including labor costs. All work performed under this ELIN will be governed by the contract requirements. This single inclusive hourly rate (the bid unit cost) will be multiplied by the required man-hours for each task as negotiated with the Government and the product shall establish the firm fixed price for the defined scope of work. |
| Under a Type II proposal if a required task is not found in the R. S. Means Facilities Guide, then the Contractor shall submit a minimum of two (2) written quotes (for direct cost only) from subcontractor's / suppliers, and a breakdown of contractor's overhead and profit. |
A01201 Non-Prepriced Labor 2,000 HR
A01202 Non-Prepriced Materials 1 LS
Summary
| SUMMARY PAGE | |
| Option | Total |
BASE YEAR $250,000.00
OPTION ONE $250,000.00
OPTION TWO $250,000.00
OPTION THREE $250,000.00
OPTION FOUR $250,000.00
TOTAL $1,250,000.00
Base Year
| Solicitation No. N4008525R2559 |
| INDEFINITE DELIVERY, INDEFINITE QUANTITY CONSTRUCTION CONTRACT FOR |
RIGID PAVING REPAIR AND REPLACMENT
AT VARIOUS NAVAL FACILITIES THROUGHOUT HAMPTON ROADS, VIRGINIA
| EXHIBIT A, EXHIBIT LINE ITEMS |
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES |
INDEFINITE QUANTITY (IQ) WORK ITEMS - BASE YEAR - CLIN 0001
ELIN Description Est. Qty Unit Unit Price Extended Price
A001 SITE PREPERATION WORK (UFGS 01 57 19 Temporary Environmental Controls)
A00101 Temparory chain link fencing fencing, 6 ft hight minimum 500 LF $0.00
A00102 Dust control for disturbed soil or haul roads 500 1000-SY $0.00
A00103 Temporary diversion dikes 300 LF $0.00
A00104 Silt fencing 10,000 LF $0.00
A00105 Storm drain inlet silt protection 300 EA $0.00
A00106 Barricades: Low profile barricades as required to close movement areas to aircraft in order to safely perform work. 3,000 LF $0.00
A00107 Temporary Runway and Helipad "X" Closure markings. (typically made of yellow plywood) 25 EA $0.00
A002 DEMOLITION, REMOVAL, AND DISPOSAL
A00201 Sawcutting (Per LF up to 4 inches deep) 55000 LF-IN $0.00
A00202 Concrete Removal-Plain 2500 CY $0.00
A00203 Concrete Removal-Reinf 2500 CY $0.00
A00204 Bituminous Pavement Removal 10,000 CY $0.00
A00205 Milling of Bituminous Pavement 200,000 SY-IN $0.00
A00206 Rubber Removal 1 To 75,000 SF 100,000 SF $0.00
A00207 Rubber Removal 75,001 To 200,000 SF 200,000 SF $0.00
A00208 Rubber Removal 200,001 and Above 1,402,000 SF $0.00
A00209 Paint Removal Contractor Disposal (85%) 82,000 SF $0.00
A00210 Paint Removal Contractor Disposal (100%) 20,000 SF $0.00
A00211 Remove Aircraft Tiedown (Includes Saw cutting) 50 EA $0.00
A003 EXCAVATION AND GRADING
A00301 Excavation and Grading 1,000 CY $0.00
A00302 Hand Excavation 200 CY $0.00
A00303 Furnish and Install Topsoil 100 CY $0.00
A00304 Overhaul 100 MI $0.00
A00305 Import and Placement of Suitable Soil 250 CY $0.00
A00306 Import and Placement of Select Granular Fill 250 CY $0.00
A00307 Import and Placement of VDOT 21A/B Crushed Stone 250 CY $0.00
A00308 Import and Placement of VDOT 57 Crushed Stone 250 CY $0.00
A00309 Removal of accumulated Sediments and Debris 1000 TON $0.00
A00310 Repair, rehabilitation, or replacement of ditches or fills 7260 SY $0.00
A004 FABRICS
A00401 Soil Reinforcement Fabric 1,000 SY $0.00
A00402 Geotextile 1,000 SY $0.00
A005 AGGREGATE
A00501 Coarse Aggregate 500 TN $0.00
A00502 Aggregate Base Course 1,000 TN $0.00
A006 CRACK SEALING AND BITUMINOUS
A00601 Liquid Bituminous 1,000 GL $0.00
A00602 Crack Sealing 100,000 LF $0.00
A00603 Crack Repairs - Across Entire Width of Slab 500 LF $0.00
A00604 Crack Repairs - Not Across Entire Width of Slab 500 LF $0.00
A00605 Bituminous Concrete B-2 (Base Mix) 2,500 TN $0.00
A00606 Bituminous Concrete 1M1B (Intermitted Mix) 2,500 TN $0.00
A00607 Bituminous Concrete P-401 (Surface Mix) 2,500 TN $0.00
A00608 Bituminous Concrete SM-9.5, SM-12.5 (Surface Mix) 2,500 TN $0.00
A00609 100% Handwork 3,000 SY-IN $0.00
A007 CONCRETE PAVEMENT
A00701 Total Slab Replacement: 8" Thick 0 To 28 CY 200 CY $0.00
A00702 Total Slab Replacement: 8" Thick 28 To 84 CY 200 CY $0.00
A00703 Total Slab Replacement: 8" Thick Over 84 CY 200 CY $0.00
A00704 Total Slab Replacement: 10" Thick 0 To 28 CY 200 CY $0.00
A00705 Total Slab Replacement: 10" Thick 28 To 84 CY 200 CY $0.00
A00706 Total Slab Replacement: 10" Thick Over 84 CY 200 CY $0.00
A00707 Total Slab Replacement: 12" Thick 0 To 28 CY 200 CY $0.00
A00708 Total Slab Replacement: 12" Thick 28 To 84 CY 200 CY $0.00
A00709 Total Slab Replacement: 12" Thick Over 84 CY 200 CY $0.00
A00710 Partial Slab Replacement: 8" Thick 64 CY $0.00
A00711 Partial Slab Replacement: 10" Thick 30 CY $0.00
A00712 Partial Slab Replacement: 12" Thick 90 CY $0.00
A00713 Surface Repairs - with 650 psi Concrete 400 SF-IN $0.00
A00714 Surface Repairs - with Epoxy 100 SF-IN $0.00
A00715 Joint Resealing/Portland 0 To 500 LF 1,000 LF $0.00
A00716 Joint Resealing/Portland Over 500 LF 2,000 LF $0.00
A00717 Crack Repairs - Clean and Resealing of Joints 19,000 LF $0.00
A00718 Use of High Early Strength Concrete 500 CY $0.00
A008 PAVEMENT MARKINGS
A00801 Black Out/Black Background 50,000 SF $0.00
A00802 Glass Spheres (Type III) 2,600 LBS $0.00
A00803 Center Lines 0 To 1,000 SF 2,500 SF $0.00
A00804 Center Lines Over 1,000 SF 25,500 SF $0.00
A00805 Other Than Center Lines 0 To 1,000 SF 76,000 SF $0.00
A00806 Other Than Center Lines Over 1,000 SF 76,000 SF $0.00
A00807 Hatched Lines 135,000 SF $0.00
A00808 Letters and Numbers 26,000 SF $0.00
A00809 Arrows 9,000 SF $0.00
A009 MISCELLANEOUS
A00901 Dowels 1" X 16" - Wet-set (Sections 03 30 53, 32 13 13.03 ) 400 EA $0.00
A00902 Dowels 1 1/4" X 20" - Wet-set (Sections 03 30 53, 32 13 13.03 ) 400 EA $0.00
A00903 Dowels 1" X 16" - Drilled / epoxy(Sections 03 30 53, 32 13 13.03) 400 EA $0.00
A00904 Dowels 1 1/4" X 20" - Drilled / epoxy(Sections 03 30 53, 32 13 13.03) 400 EA $0.00
A00905 Welded Wire Fabric 3,000 LBS $0.00
A00906 Reinforcing Steel 60,000 LBS $0.00
A00907 Mooring Eye 10 EA $0.00
A00908 Mooring Eye in New Concrete 50 EA $0.00
A00909 Fine grade Existing Topsoil and seed 60,000 SF $0.00
A009010 Furnish, Fine grade and Seed Topsoil 60,000 SF $0.00
A009011 Quick Response: (One Time Additive Cost To A Task Order) 6 EA $0.00
A00912 Herbicide 5,400 SY $0.00
A00913 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) 50 MI $0.00
A00914 Grounding Points in Existing Concrete 10 EA $0.00
A00915 Grounding Points in New Concrete 50 EA $0.00
A010 LIGHTING
A01001 Taxi-way Edge Light - In-Pavement Incandescent 5 EA $0.00
A01002 Taxi-way Edge Light - Elevated Incandescent 20 EA $0.00
A01003 Taxi-way Edge Light - In-Pavement LED 5 EA $0.00
A01004 Taxi-way Edge Light - Elevated LED 20 EA $0.00
A01005 Runway Edge Light - In-Pavement Incandescent 5 EA $0.00
A01006 Runway Edge Light - Elevated Incandescent 20 EA $0.00
A01007 Runway Edge Light - In-Pavement LED 5 EA $0.00
A01008 Runway Edge Light - Elevated LED 20 EA $0.00
A01009 Runway Centerline Light - In-Pavement Incandescent 20 EA $0.00
A01010 Runway Centerline Light - In-Pavement LED 20 EA $0.00
A01011 Runway Threshold Light - In-Pavement Incandescent 10 EA $0.00
A01012 Runway Threshold Light - Elevated Incandescent 10 EA $0.00
A01013 Runway Threshold Light - In-Pavement LED 10 EA $0.00
A01014 Runway Threshold Light - Elevated LED 10 EA $0.00
A01015 Deep Light Base 50 EA $0.00
A01016 Shallow Light Base 20 EA $0.00
A01017 Handhole 5 EA $0.00
A01018 Conduit 1,000 LF $0.00
A01019 Demolish Existing Light and Base 75 EA $0.00
A01020 Demolish Existing Conduit 1,000 LF $0.00
A01021 Tailhook Resistant Light 5 EA $0.00
A011 SPECIAL FAA AIRFIELD FRICTION TESTING
A01101 Provide runway friction testing in acordance with the specifications listed above. 10,000 SF $0.00
A012 NON-PREPRICED MATERIAL, LABOR
A01201 Non-Prepriced Labor 2,000 HR $0.00
A01202 Non-Prepriced Materials ($250,000.00 shall remain as Bid Price) 1 LS 250,000.00 $250,000.00
| BASE YEAR TOTAL ESTIMATED PRICE - CLIN 0001 | Total | $250,000.00 |
| (Sum of Exhibit Line Items A001-A012) |
Option One
| Solicitation No. N4008525R2559 |
| INDEFINITE DELIVERY, INDEFINITE QUANTITY CONSTRUCTION CONTRACT FOR |
RIGID PAVING REPAIR AND REPLACMENT
AT VARIOUS NAVAL FACILITIES THROUGHOUT HAMPTON ROADS, VIRGINIA
| EXHIBIT B, EXHIBIT LINE ITEMS |
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES |
INDEFINITE QUANTITY (IQ) WORK ITEMS - Option One - CLIN 0002
ELIN Description Est. Qty Unit Unit Price Extended Price
B001 SITE PREPERATION WORK (UFGS 01 57 19 Temporary Environmental Controls)
B00101 Temparory chain link fencing fencing, 6 ft hight minimum 500 LF $0.00
B00102 Dust control for disturbed soil or haul roads 500 1000-SY $0.00
B00103 Temporary diversion dikes 300 LF $0.00
B00104 Silt fencing 10,000 LF $0.00
B00105 Storm drain inlet silt protection 300 EA $0.00
B00106 Barricades: Low profile barricades as required to close movement areas to aircraft in order to safely perform work. 3,000 LF $0.00
B00107 Temporary Runway and Helipad "X" Closure markings. (typically made of yellow plywood) 25 EA $0.00
B002 DEMOLITION, REMOVAL, AND DISPOSAL
B00201 Sawcutting (Per LF up to 4 inches deep) 55000 LF-IN $0.00
B00202 Concrete Removal-Plain 2500 CY $0.00
B00203 Concrete Removal-Reinf 2500 CY $0.00
B00204 Bituminous Pavement Removal 10,000 CY $0.00
B00205 Milling of Bituminous Pavement 200,000 SY-IN $0.00
B00206 Rubber Removal 1 To 75,000 SF 100,000 SF $0.00
B00207 Rubber Removal 75,001 To 200,000 SF 200,000 SF $0.00
B00208 Rubber Removal 200,001 and Above 1,402,000 SF $0.00
B00209 Paint Removal Contractor Disposal (85%) 82,000 SF $0.00
B00210 Paint Removal Contractor Disposal (100%) 20,000 SF $0.00
B00211 Remove Aircraft Tiedown (Includes Saw cutting) 50 EA $0.00
B003 EXCAVATION AND GRADING
B00301 Excavation and Grading 1,000 CY $0.00
B00302 Hand Excavation 200 CY $0.00
B00303 Furnish and Install Topsoil 100 CY $0.00
B00304 Overhaul 100 MI $0.00
B00305 Import and Placement of Suitable Soil 250 CY $0.00
B00306 Import and Placement of Select Granular Fill 250 CY $0.00
B00307 Import and Placement of VDOT 21A/B Crushed Stone 250 CY $0.00
B00308 Import and Placement of VDOT 57 Crushed Stone 250 CY $0.00
B00309 Removal of accumulated Sediments and Debris 1000 TON $0.00
B00310 Repair, rehabilitation, or replacement of ditches or fills 7260 SY $0.00
B004 FABRICS
B00401 Soil Reinforcement Fabric 1,000 SY $0.00
B00402 Geotextile 1,000 SY $0.00
B005 AGGREGATE
B00501 Coarse Aggregate 500 TN $0.00
B00502 Aggregate Base Course 1,000 TN $0.00
B006 CRACK SEALING AND BITUMINOUS
B00601 Liquid Bituminous 1,000 GL $0.00
B00602 Crack Sealing 100,000 LF $0.00
B00603 Crack Repairs - Across Entire Width of Slab 500 LF $0.00
B00604 Crack Repairs - Not Across Entire Width of Slab 500 LF $0.00
B00605 Bituminous Concrete B-2 (Base Mix) 2,500 TN $0.00
B00606 Bituminous Concrete 1M1B (Intermitted Mix) 2,500 TN $0.00
B00607 Bituminous Concrete P-401 (Surface Mix) 2,500 TN $0.00
B00608 Bituminous Concrete SM-9.5, SM-12.5 (Surface Mix) 2,500 TN $0.00
B00609 100% Handwork 3,000 SY-IN $0.00
B007 CONCRETE PAVEMENT
B00701 Total Slab Replacement: 8" Thick 0 To 28 CY 200 CY $0.00
B00702 Total Slab Replacement: 8" Thick 28 To 84 CY 200 CY $0.00
B00703 Total Slab Replacement: 8" Thick Over 84 CY 200 CY $0.00
B00704 Total Slab Replacement: 10" Thick 0 To 28 CY 200 CY $0.00
B00705 Total Slab Replacement: 10" Thick 28 To 84 CY 200 CY $0.00
B00706 Total Slab Replacement: 10" Thick Over 84 CY 200 CY $0.00
B00707 Total Slab Replacement: 12" Thick 0 To 28 CY 200 CY $0.00
B00708 Total Slab Replacement: 12" Thick 28 To 84 CY 200 CY $0.00
B00709 Total Slab Replacement: 12" Thick Over 84 CY 200 CY $0.00
B00710 Partial Slab Replacement: 8" Thick 64 CY $0.00
B00711 Partial Slab Replacement: 10" Thick 30 CY $0.00
B00712 Partial Slab Replacement: 12" Thick 90 CY $0.00
B00713 Surface Repairs - with 650 psi Concrete 400 SF-IN $0.00
B00714 Surface Repairs - with Epoxy 100 SF-IN $0.00
B00715 Joint Resealing/Portland 0 To 500 LF 1,000 LF $0.00
B00716 Joint Resealing/Portland Over 500 LF 2,000 LF $0.00
B00717 Crack Repairs - Clean and Resealing of Joints 19,000 LF $0.00
B00718 Use of High Early Strength Concrete 500 CY $0.00
B008 PAVEMENT MARKINGS
B00801 Black Out/Black Background 50,000 SF $0.00
B00802 Glass Spheres (Type III) 2,600 LBS $0.00
B00803 Center Lines 0 To 1,000 SF 2,500 SF $0.00
B00804 Center Lines Over 1,000 SF 25,500 SF $0.00
B00805 Other Than Center Lines 0 To 1,000 SF 76,000 SF $0.00
B00806 Other Than Center Lines Over 1,000 SF 76,000 SF $0.00
B00807 Hatched Lines 135,000 SF $0.00
B00808 Letters and Numbers 26,000 SF $0.00
B00809 Arrows 9,000 SF $0.00
B009 MISCELLANEOUS
B00901 Dowels 1" X 16" - Wet-set (Sections 03 30 53, 32 13 13.03 ) 400 EA $0.00
B00902 Dowels 1 1/4" X 20" - Wet-set (Sections 03 30 53, 32 13 13.03 ) 400 EA $0.00
B00903 Dowels 1" X 16" - Drilled / epoxy(Sections 03 30 53, 32 13 13.03) 400 EA $0.00
B00904 Dowels 1 1/4" X 20" - Drilled / epoxy(Sections 03 30 53, 32 13 13.03) 400 EA $0.00
B00905 Welded Wire Fabric 3,000 LBS $0.00
B00906 Reinforcing Steel 60,000 LBS $0.00
B00907 Mooring Eye 10 EA $0.00
B00908 Mooring Eye in New Concrete 50 EA $0.00
B00909 Fine grade Existing Topsoil and seed 60,000 SF $0.00
B009010 Furnish, Fine grade and Seed Topsoil 60,000 SF $0.00
B009011 Quick Response: (One Time Additive Cost To A Task Order) 6 EA $0.00
B00912 Herbicide 5,400 SY $0.00
B00913 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) 50 MI $0.00
B00914 Grounding Points in Existing Concrete 10 EA $0.00
B00915 Grounding Points in New Concrete 50 EA $0.00
B010 LIGHTING
B01001 Taxi-way Edge Light - In-Pavement Incandescent 5 EA $0.00
B01002 Taxi-way Edge Light - Elevated Incandescent 20 EA $0.00
B01003 Taxi-way Edge Light - In-Pavement LED 5 EA $0.00
B01004 Taxi-way Edge Light - Elevated LED 20 EA $0.00
B01005 Runway Edge Light - In-Pavement Incandescent 5 EA $0.00
B01006 Runway Edge Light - Elevated Incandescent 20 EA $0.00
B01007 Runway Edge Light - In-Pavement LED 5 EA $0.00
B01008 Runway Edge Light - Elevated LED 20 EA $0.00
B01009 Runway Centerline Light - In-Pavement Incandescent 20 EA $0.00
B01010 Runway Centerline Light - In-Pavement LED 20 EA $0.00
B01011 Runway Threshold Light - In-Pavement Incandescent 10 EA $0.00
B01012 Runway Threshold Light - Elevated Incandescent 10 EA $0.00
B01013 Runway Threshold Light - In-Pavement LED 10 EA $0.00
B01014 Runway Threshold Light - Elevated LED 10 EA $0.00
B01015 Deep Light Base 50 EA $0.00
B01016 Shallow Light Base 20 EA $0.00
B01017 Handhole 5 EA $0.00
B01018 Conduit 1,000 LF $0.00
B01019 Demolish Existing Light and Base 75 EA $0.00
B01020 Demolish Existing Conduit 1,000 LF $0.00
B01021 Tailhook Resistant Light 5 EA $0.00
B011 SPECIAL FAA AIRFIELD FRICTION TESTING
B01101 Provide runway friction testing in acordance with the specifications listed above. 10,000 SF 67.00 $0.00
B012 NON-PREPRICED MATERIAL, LABOR
B01201 Non-Prepriced Labor 2,000 HR 14.00 $0.00
B01202 Non-Prepriced Materials ($250,000.00 shall remain as Bid Price) 1 LS 250,000.00 $250,000.00
| OPTION ONE, TOTAL ESTIMATED PRICE - CLIN 0002 | Total | $250,000.00 |
| (Sum of Exhibit Line Items B001-B012) |
Option Two
| Solicitation No. N4008525R2559 |
| INDEFINITE DELIVERY, INDEFINITE QUANTITY CONSTRUCTION CONTRACT FOR |
RIGID PAVING REPAIR AND REPLACMENT
AT VARIOUS NAVAL FACILITIES THROUGHOUT HAMPTON ROADS, VIRGINIA
| EXHIBIT C, EXHIBIT LINE ITEMS |
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES |
INDEFINITE QUANTITY (IQ) WORK ITEMS - Option Two - CLIN 0003
ELIN Description Est. Qty Unit Unit Price Extended Price
C001 SITE PREPERATION WORK (UFGS 01 57 19 Temporary Environmental Controls)
C00101 Temparory chain link fencing fencing, 6 ft hight minimum 500 LF $0.00
C00102 Dust control for disturbed soil or haul roads 500 1000-SY $0.00
C00103 Temporary diversion dikes 300 LF $0.00
C00104 Silt fencing 10,000 LF $0.00
C00105 Storm drain inlet silt protection 300 EA $0.00
C00106 Barricades: Low profile barricades as required to close movement areas to aircraft in order to safely perform work. 3,000 LF $0.00
C00107 Temporary Runway and Helipad "X" Closure markings. (typically made of yellow plywood) 25 EA $0.00
C002 DEMOLITION, REMOVAL, AND DISPOSAL
C00201 Sawcutting (Per LF up to 4 inches deep) 55000 LF-IN $0.00
C00202 Concrete Removal-Plain 2500 CY $0.00
C00203 Concrete Removal-Reinf 2500 CY $0.00
C00204 Bituminous Pavement Removal 10,000 CY $0.00
C00205 Milling of Bituminous Pavement 200,000 SY-IN $0.00
C00206 Rubber Removal 1 To 75,000 SF 100,000 SF $0.00
C00207 Rubber Removal 75,001 To 200,000 SF 200,000 SF $0.00
C00208 Rubber Removal 200,001 and Above 1,402,000 SF $0.00
C00209 Paint Removal Contractor Disposal (85%) 82,000 SF $0.00
C00210 Paint Removal Contractor Disposal (100%) 20,000 SF $0.00
C00211 Remove Aircraft Tiedown (Includes Saw cutting) 50 EA $0.00
C003 EXCAVATION AND GRADING
C00301 Excavation and Grading 1,000 CY $0.00
C00302 Hand Excavation 200 CY $0.00
C00303 Furnish and Install Topsoil 100 CY $0.00
C00304 Overhaul 100 MI $0.00
C00305 Import and Placement of Suitable Soil 250 CY $0.00
C00306 Import and Placement of Select Granular Fill 250 CY $0.00
C00307 Import and Placement of VDOT 21A/B Crushed Stone 250 CY $0.00
C00308 Import and Placement of VDOT 57 Crushed Stone 250 CY $0.00
C00309 Removal of accumulated Sediments and Debris 1000 TON $0.00
C00310 Repair, rehabilitation, or replacement of ditches or fills 7260 SY $0.00
C004 FABRICS
C00401 Soil Reinforcement Fabric 1,000 SY $0.00
C00402 Geotextile 1,000 SY $0.00
C005 AGGREGATE
C00501 Coarse Aggregate 500 TN $0.00
C00502 Aggregate Base Course 1,000 TN $0.00
C006 CRACK SEALING AND BITUMINOUS
C00601 Liquid Bituminous 1,000 GL $0.00
C00602 Crack Sealing 100,000 LF $0.00
C00603 Crack Repairs - Across Entire Width of Slab 500 LF $0.00
C00604 Crack Repairs - Not Across Entire Width of Slab 500 LF $0.00
C00605 Bituminous Concrete B-2 (Base Mix) 2,500 TN $0.00
C00606 Bituminous Concrete 1M1B (Intermitted Mix) 2,500 TN $0.00
C00607 Bituminous Concrete P-401 (Surface Mix) 2,500 TN $0.00
C00608 Bituminous Concrete SM-9.5, SM-12.5 (Surface Mix) 2,500 TN $0.00
C00609 100% Handwork 3,000 SY-IN $0.00
C007 CONCRETE PAVEMENT
C00701 Total Slab Replacement: 8" Thick 0 To 28 CY 200 CY $0.00
C00702 Total Slab Replacement: 8" Thick 28 To 84 CY 200 CY $0.00
C00703 Total Slab Replacement: 8" Thick Over 84 CY 200 CY $0.00
C00704 Total Slab Replacement: 10" Thick 0 To 28 CY 200 CY $0.00
C00705 Total Slab Replacement: 10" Thick 28 To 84 CY 200 CY $0.00
C00706 Total Slab Replacement: 10" Thick Over 84 CY 200 CY $0.00
C00707 Total Slab Replacement: 12" Thick 0 To 28 CY 200 CY $0.00
C00708 Total Slab Replacement: 12" Thick 28 To 84 CY 200 CY $0.00
C00709 Total Slab Replacement: 12" Thick Over 84 CY 200 CY $0.00
C00710 Partial Slab Replacement: 8" Thick 64 CY $0.00
C00711 Partial Slab Replacement: 10" Thick 30 CY $0.00
C00712 Partial Slab Replacement: 12" Thick 90 CY $0.00
C00713 Surface Repairs - with 650 psi Concrete 400 SF-IN $0.00
C00714 Surface Repairs - with Epoxy 100 SF-IN $0.00
C00715 Joint Resealing/Portland 0 To 500 LF 1,000 LF $0.00
C00716 Joint Resealing/Portland Over 500 LF 2,000 LF $0.00
C00717 Crack Repairs - Clean and Resealing of Joints 19,000 LF $0.00
C00718 Use of High Early Strength Concrete 500 CY $0.00
C008 PAVEMENT MARKINGS
C00801 Black Out/Black Background 50,000 SF $0.00
C00802 Glass Spheres (Type III) 2,600 LBS $0.00
C00803 Center Lines 0 To 1,000 SF 2,500 SF $0.00
C00804 Center Lines Over 1,000 SF 25,500 SF $0.00
C00805 Other Than Center Lines 0 To 1,000 SF 76,000 SF $0.00
C00806 Other Than Center Lines Over 1,000 SF 76,000 SF $0.00
C00807 Hatched Lines 135,000 SF $0.00
C00808 Letters and Numbers 26,000 SF $0.00
C00809 Arrows 9,000 SF $0.00
C009 MISCELLANEOUS
C00901 Dowels 1" X 16" - Wet-set (Sections 03 30 53, 32 13 13.03 ) 400 EA $0.00
C00902 Dowels 1 1/4" X 20" - Wet-set (Sections 03 30 53, 32 13 13.03 ) 400 EA $0.00
C00903 Dowels 1" X 16" - Drilled / epoxy(Sections 03 30 53, 32 13 13.03) 400 EA $0.00
C00904 Dowels 1 1/4" X 20" - Drilled / epoxy(Sections 03 30 53, 32 13 13.03) 400 EA $0.00
C00905 Welded Wire Fabric 3,000 LBS $0.00
C00906 Reinforcing Steel 60,000 LBS $0.00
C00907 Mooring Eye 10 EA $0.00
C00908 Mooring Eye in New Concrete 50 EA $0.00
C00909 Fine grade Existing Topsoil and seed 60,000 SF $0.00
C009010 Furnish, Fine grade and Seed Topsoil 60,000 SF $0.00
C009011 Quick Response: (One Time Additive Cost To A Task Order) 6 EA $0.00
C00912 Herbicide 5,400 SY $0.00
C00913 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) 50 MI $0.00
C00914 Grounding Points in Existing Concrete 10 EA $0.00
C00915 Grounding Points in New Concrete 50 EA $0.00
C010 LIGHTING
C01001 Taxi-way Edge Light - In-Pavement Incandescent 5 EA $0.00
C01002 Taxi-way Edge Light - Elevated Incandescent 20 EA $0.00
C01003 Taxi-way Edge Light - In-Pavement LED 5 EA $0.00
C01004 Taxi-way Edge Light - Elevated LED 20 EA $0.00
C01005 Runway Edge Light - In-Pavement Incandescent 5 EA $0.00
C01006 Runway Edge Light - Elevated Incandescent 20 EA $0.00
C01007 Runway Edge Light - In-Pavement LED 5 EA $0.00
C01008 Runway Edge Light - Elevated LED 20 EA $0.00
C01009 Runway Centerline Light - In-Pavement Incandescent 20 EA $0.00
C01010 Runway Centerline Light - In-Pavement LED 20 EA $0.00
C01011 Runway Threshold Light - In-Pavement Incandescent 10 EA $0.00
C01012 Runway Threshold Light - Elevated Incandescent 10 EA $0.00
C01013 Runway Threshold Light - In-Pavement LED 10 EA $0.00
C01014 Runway Threshold Light - Elevated LED 10 EA $0.00
C01015 Deep Light Base 50 EA $0.00
C01016 Shallow Light Base 20 EA $0.00
C01017 Handhole 5 EA $0.00
C01018 Conduit 1,000 LF $0.00
C01019 Demolish Existing Light and Base 75 EA $0.00
C01020 Demolish Existing Conduit 1,000 LF $0.00
C01021 Tailhook Resistant Light 5 EA $0.00
C011 SPECIAL FAA AIRFIELD FRICTION TESTING
C01101 Provide runway friction testing in acordance with the specifications listed above. 10,000 SF $0.00
C012 NON-PREPRICED MATERIAL, LABOR
C01201 Non-Prepriced Labor 2,000 HR $0.00
C01202 Non-Prepriced Materials ($250,000.00 shall remain as Bid Price) 1 LS 250,000.00 $250,000.00
| OPTION TWO, TOTAL ESTIMATED PRICE - CLIN 0002 | Total | $250,000.00 |
| (Sum of Exhibit Line Items C001-C012) |
Option Three
| Solicitation No. N4008525R2559 |
| INDEFINITE DELIVERY, INDEFINITE QUANTITY CONSTRUCTION CONTRACT FOR |
RIGID PAVING REPAIR AND REPLACMENT
AT VARIOUS NAVAL FACILITIES THROUGHOUT HAMPTON ROADS, VIRGINIA
| EXHIBIT D, EXHIBIT LINE ITEMS |
| SCHEDULE OF PRICES FOR SUPPLIES/SERVICES |
INDEFINITE QUANTITY (IQ) WORK ITEMS - Option Three - CLIN 0004
ELIN Description Est. Qty Unit Unit Price Extended Price
D001 SITE PREPERATION WORK (UFGS 01 57 19 Temporary Environmental Controls)
D00101 Temparory chain link fencing fencing, 6 ft hight minimum 500 LF $0.00
D00102 Dust control for disturbed soil or haul roads 500 1000-SY $0.00
D00103 Temporary diversion dikes 300 LF $0.00
D00104 Silt fencing 10,000 LF $0.00
D00105 Storm drain inlet silt protection 300 EA $0.00
D00106 Barricades: Low profile barricades as required to close movement areas to aircraft in order to safely perform work. 3,000 LF $0.00
D00107…
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 .