SOW_Concrete 6 Mar 20240306.docx

W91QF4-24-B-0001

STATEMENT OF WORK

CONCRETE REQUIREMENTS AND MISCELLANEOUS

CONSTRUCTION AND REPAIRS CONTRACT

FORT LEAVENWORTH, KANSAS

06 MAR 2024, Version 4

SW-1 DESCRIPTION OF WORK

1) WORK TO BE DONE: The work to be done consists of furnishing all plant, labor, equipment, and materials as well as performing all work in strict accordance with the drawings and specifications for Concrete Requirement Repair and Miscellaneous Repair to OMA Buildings, at Fort Leavenworth, Kansas. All work performed by the Contractor shall result in a complete and functional system.

2) INCIDENTAL WORK: that May be Done by Others: When a building is undergoing a major renovation by another contractor the concrete work may be done by the contractor doing the major renovation as part of his work. There are other requirements contracts in which line items cross, such as the Asphalt Requirements, which has painting on asphalt roads also. The work described above may be done by others.

3) Information to Bidders:

a. Bidder’s Price.

1) The Bidder’s set the price for each line item to be done.

2) The Bidder shall develop a price for each line item after considering all the costs (direct and indirect) of providing the service required by the line item and any loss or profit to be made on providing the service. A nonexclusive list of elements to be considered in developing the unit pricing follows:

a) Direct labor

b) Employee payroll taxes, insurance and fringe benefits

c) Contractor’s overhead and profit

d) Subcontractor’s overhead and profit

e) Insurance

f) Mobilization and demobilization

g) Required materials

h) All waste and excess material

i) Equipment

j) Quality control, submittal preparation and testing

k) Clean up

l) Haul-off of dirt and waste material from job site to authorized waste depository

m) Compliance with EPA and KDHE regulations associated with performing work

n) Permits, licenses, and fees

o) Compliance with protection and safety laws (i.e., safety rails, face and clothing protection, etc.)

p) Traffic and work site signs and barriers

q) Protection of and/or moving of government property

r) Depreciation of mobile office(s)

s) Interest associated with funding of equipment and payroll

t) Other risks of doing business (i.e., risk of a lower-than-expected contract dollar value; risk of a high inflation cost if factors are bid for option years; risk of poor subcontractor performance and re-performance)

3) Bidder’s Prices. As part of its bid, the Bidder will also provide unit prices for options years two(2) and three(3).

4) Prison Work. The 1.20 Prison Work coefficient is a 20% cost increase applicable to task orders performed within the controlled perimeter of the United States Disciplinary Barracks (USDB) or the Joint Regional Corrections Facility(JRCF).

5) Task Orders (TO).

a. Each Task Order (TO) will be issued for one (1) or more buildings/locations.

b. Procedures

i. The Contractor will be notified of a pending Task Order either by telephone or in writing/email.

ii. After notification of a pending Task Order(s), the Contractor will have five (5) working days to conduct a site visit with the Government Representative, for the purpose of defining the line items and quantities of line items to be used.

iii. Within three (3) working days after the site visit, the Contractor shall submit a draft task order for government review/approval. Government has three (3) working days to review draft task order submissions for acceptance of quantities provided in task order.

iv. The Contracting Officer may issue a binding task order even though agreement is not reached.

v. Initial notification of a pending task order, a site visit, and/or negotiation and agreement on the price of a task order do not bind or otherwise require the Government to issue a task order or orders. The Contractor is not entitled to a separate compensation for the costs incurred as a result of task orders that are not issued by the Government.

c. Once the TO has been issued, the line-item quantities shall not be modified if the actual quantities are within + 10% of the quantity stated in the task order except for unforeseen site conditions or changes modifying the original requirement of the task order.

SW-2 PRINCIPAL FEATURES

1) The project is to repair and install new concrete items and other miscellaneous items throughout Fort Leavenworth, Kansas, but not limited to:

2) Concrete items: Replace or install new concrete pads, stairs with handrails, elevated slabs, curb and gutter, sidewalk, handicap ramps, retaining walls and other concrete items.

3) Miscellaneous metal items: Install 6’ high chain link fencing, metal handrail.

4) Pavement items: Replace and install new concrete pavements.

5) Replace Storm Sewer Items: Install reinforced concrete pipe of various sizes, install corrugated HDPE pipe of various sizes. Install concrete storm inlets.

6) Earthwork, excavation, dirt spoils or fill, fine grading, clear cutting of trees, erosion control.

7) Miscellaneous Items: crack repair on concrete pavements, and pavement striping. Storm sewer pipe cleaning. Core drilling or test pit and evaluation of road pavements.

8) Miscellaneous Repair Items: Repoint brick, replace damaged brick to match existing, replace masonry control joints. Raise manholes.

SW-3 APPROVAL OF MATERIALS AND EQUIPMENT

1) Within 10 calendar days of receipt of Notice to Proceed, and before installation, the Contractor shall submit for approval all items listed or specified in the submittal section of each contract specification. The government has 10 days to review and return submittals once they are received. If the Contractor submits an item for reapproval, the Government has 14 days to review and return once it is received. It is acceptable for Contractor to bring submittals to the pre-construction conference to expedite work. The submittals shall be emailed or carried directly to the addressee shown below, as directed. Task Order specific submittals shall be made on TRADOC 928-R

2) Submittal procedures are contained in Section 01 33 00, SUBMITTAL PROCEDURES. Specific submittal requirements are contained in each section of the technical specifications. Submittals required by the CONTRACT CLAUSES and other non-technical parts of the contract are not included in this section. The Contractor shall submit one (1) digital copy of each required submittal. Only one (1) transmittal form shall be provided with each set of submittals. Submittals are to be submitted to the following email as well as courtesy copying the COR: usarmy.leavenworth.acc-micc.mbx.construction@army.mil.

3) The Government Representative may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in this section.

SW-4 INSTRUCTIONS TO BIDDERS

1) General: The Contractor shall make every effort to avoid damage to buildings and public and/or private property. When work cannot proceed without damage, it shall be brought to the attention of the Contracting Officer. The Contractor shall restore anything damaged due to the Contractor’s negligence to its original conditions at no additional cost to the Government.

2) Coordination: Before starting any work, the contractor shall coordinate said work through the Contracting Officer. Verbal notification shall be given to the Contracting Officer prior to starting work. The Contractor shall take all reasonable measures necessary to minimize the disruption of the occupants during performance of contract work.

3) Sustainable Management of Waste: In accordance with ACSIM Memorandum dated 06 FEB 06, Subject: Sustainable Management of Waste in Military Construction, Renovation and Demolition Activities, the contractor shall, at his/her own expense, ensure that 60% by weight of the demolition or deconstruction material or construction waste is diverted from landfill disposal. This may be accomplished through recycling, reuse of material (such as crushed concrete or asphalt), diversion (material which may be used on a future project) or waste minimization (accurate planning and ordering, proper material storage and handling, right-sizing). The Debris Recovery Statement outlines the amounts of diverted and disposed waste resulting in the 60% diversion shall be provided to the Directorate of Logistics/Directorate of Public Works Environmental Division. All waste reduction measures must be in full compliance of federal, state and local regulations and in full compliance with material specifications. All measures involving storage of material on the installation or future use of the material by the installation must be coordinated in advance with the Directorate of Logistics/Directorate of Public Works.

4) Debris and Rubbish: The contractor shall leave the work site clean and free of debris when the work day ends. The contractor shall dispose of all debris and rubbish in an off-post dump site at no additional cost to the Government per Sustainable Management of Waste defined above. The government landfill, dumpsters, or containers shall not be used for property disposal. All waste shall be disposed of in accordance with applicable Federal, State, and local laws.

5) Scrap and Salvageable Materials: The Contractor retains right and control of scrap and salvageable material generated from Government owned facilities, by this contract. All Scrap and salvaged material retained by the contractor shall be removed from the Post daily at the Contractor’s expense.

6) Workmanship: All work shall be accomplished by workers skilled in the trade involved. Workmanship shall be equal to the best practices common to the trade, and shall be governed by the International Building Code, National Electrical Code and National Electrical Safety Code. All materials, workmanship, methods, and equipment shall be to the complete satisfaction of the Contracting Officer.

7) Payments and Invoicing: Under contract clauses, Payments under the Fixed Price Construction Contracts and Prompt Payment for Construction Contracts, the contractor must submit a “proper” invoice to obtain payment. To prevent errors in preparation of invoices, along with resulting delays in payment, the contractor shall meet with the government’s Construction Representative seven (7) calendar days prior to submittal of an invoice and reach an agreement on the quantities and percentage of completion to be billed on the invoice.

8) As-Built Drawings: Contractor is responsible to keep accurate records of the installation of all new equipment and to provide one (1) set of as-built drawings illustrating all of the work performed on this contract. Drawings are to be supplied to the Contracting Officer in the media in which contractor received the task order scope of work to include CAD, PDF, etc.

SW-5 SAFETY REQUIREMENTS

1) All Contractors and their employees working on the confines of the Combined Arms Center and Fort Leavenworth (CAC&FL) will be required to abide by the safety standards outlined in:

a. Specification 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

b. Department of the Army Regulation 385-10, The Army Safety Program.

c. Department of the Army Regulation 385-40, Accident Reporting and Records.

d. CAC & FT LVN 385-1. CAC Safety Program.

2) Contractors found performing unsafe acts or creating unsafe conditions may be subject to a work stoppage until the deficiencies are corrected. A work stoppage due to unsafe acts or conditions will not constitute an adjustment to the contract.

3) The contractor shall submit a safety plan according to DA PAM 385-10 Chapter 4 Para 4-4 which call for a site specific safety plan with focus on paragraph c. (1) thru (17), d. Contractor disciplinary process, e. Contracting Officers representative requirements, f. Hazard analysis and g. Hazard analysis briefs by supervision driving tool box meetings and throughout as work progress. The strength of this paragraph is derived by the backing of Federal Acquisition Regulation (FAR) Clause 52.

4) The Contractor shall submit an Accident Prevention Plan prior to start of work. Material Safety Data Sheets shall be provided when hazardous chemicals are used. The Accident Prevention Plan shall be prepared in accordance with the required and advisory provisions of COE EM-385-1-1 including "Minimum Basic Outline for Preparation of Accident Prevention Plan." The Safety Plan shall be prepared as required by 29 CFR 1910.120 and COE EM-385-1-1.

SW-6 INTERRUPTION OF UTILITY SERVICES

All interruptions to electrical, water or other utilities must be coordinated with the Contracting Officer. The Contractor shall notify the Contracting Office seven (7) days prior to the disruption of utility services. Unanticipated interruptions of utilities will be reported to the Contracting Officer immediately.

1) The Contractor shall contact Kansas One-Call for utility checks to locate all utilities within the task order construction limits.

2) The Contractor shall submit a “Fort Leavenworth Utility Locate Request” by email for utility checks for government owned utilities. Utilities include telephone and communication lines operated by the Network Enterprise Center (NEC), natural gas system, and electrical service lines.

3) After all utility locations or existence of any utility for the site are completed, the Contractor shall provide a copy of the summary to the Inspector for his review prior to the start of any excavation as a daily report.

4) Any damage incurred to utilities by the contractor shall be repaired at the contractor’s expense.

SW-7 GUIDELINES FOR WORKING ON HISTORIC BUILDINGS

As a Federal Agency, the Army is required to comply with the Secretary of the Interior’s Standard Guidelines, https://www.nps.gov/tps/standards.htm, as specified by the National Historic Preservation Act (NHPA) of 1966, for Federal undertakings on any building eligible for inclusion in the National Register of Historic Places (NRHP). The contractor will be responsible to ensure that the proposed work meets the requirements of the Secretary of the Interior’s Standards for Rehabilitation of Historic Buildings. National Park Service Technical Preservation Briefs regarding masonry work on historic building form a part of this contract and are available at http://www.nps.gov/tps/how-to-preserve/briefs.htm. Consult with Fort Leavenworth’s Cultural Resource Manager (CRM) thru the Contracting Officer for all questions regarding work on Historic Buildings. Refer to the Fort Leavenworth Quality Workmanship Standards for masonry work on Historic Buildings and NPS Technical Preservation Briefs for Mortar Joints and Concrete.

SW-8 CONSTRUCTION PROJECT SIGNAGE

Contractor shall provide all necessary signage to notify Installation personnel of construction. If during construction signage is damaged due to weather, it will be the contractor’s responsibility to replace. Signage shall be 5’ x 3’. Signage size may change depending on project and proposed location. Size changes must be requested through the contracting officer. Signage shall be installed at a minimum 1 week prior to start of construction. If signage is to be placed in the ground, plan ahead for utility locates through Kansas One-Call. If possible, install signage on existing structures. Exact verbiage for the signage shall be approved by the contracting officer prior to installation. All text shall be black and at an appropriate size in proportion to the individual signs. The following are items required as a minimum to be included on the signage:

Basic title Purpose of project General time frame of project, i.e. spring 2021

Use phrases such as: Pardon our dust, thanks for your patience, or Watch for construction equipment when appropriate to the project. If relevant to the project, a picture shall be used to convey the project to the public. DPW can assist with providing an appropriate image for the signage.

SW-9 RATE OF WORK PERFORMANCE

1) The Contractor will have one (1) working day to complete each $7,500 of work for the task order. For example, a task order of $45,000 will be allowed six (6) working days to complete.

2) The completion time for each building may be adjusted by mutual agreement of the Government Representative and the Contractor; however, in case of a disagreement, the Government Representative will make the final decision.

3) The time allowed for submittals in SW-3 shall be in addition to the time allowed to complete work on buildings. This applies to the first Task Order only.

4) The Contractor is expected to be able to work concurrently on a minimum of five (5) buildings or work areas in order to complete the work within the time specified on each Task Order. The Contractor is responsible for establishing a phased schedule for work in buildings on task orders that have more than five (5) buildings on them. For example: If the Contractor is given a Task Order for 10 jobs, he is to schedule the work for five(5) of the jobs. Once one (1) or more of the five (5) is completed, the Contractor shall go on to the next job that he has scheduled; when the next job is finished the Contractor is to go on to the next remaining job on the Task Order; and so on until all 10 jobs are completed. This is only one (1) example of a permissible work schedule. Unless the task order specifically requires otherwise, the Contractor may schedule its workforce to work on as many or as few jobs as it chooses and in whatever order or sequence so long as the work is completed and accepted within the performance period set by the task order.

5) Liquidated damages for each day of delay, as set out at contract clause 52.211-12 - LIQUIDATED DAMAGES—CONSTRUCTION, apply to work not completed with the time specified in individual task orders.

SW-10 DESCRIPTION OF WORK ON BID ITEMS:

ITEM NO. DESCRIPTION UOM

#0010 Replace PCCP (6) – Includes all labor, materials and equipment to SQYD demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel Quantity 1 to 25 SQYD

#0011 Replace PCCP (6”) – Includes all labor, materials and equipment SQYD To demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel.

Quantity 25 to 100 SY.

#0012 Replace PCCP (6”) – Includes all labor, materials and equipment SQYD to demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel Quantity Over 100 SY

#0013 Replace PCCP (8”) – Includes all labor, materials and equipment SQYD to demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel.

Quantity 1 to 25 SQYD

#0014 Replace PCCP (8”) – Includes all labor, materials and equipment SQYD to demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel.

Quantity 25 to 100 SY.

#0015 Replace PCCP (8”) – Includes all labor, materials and equipment SQYD to demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel.

Quantity Over 100 SY

#0016 Replace PCCP (10”) – Includes all labor, materials and equipment SQYD to demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel.

Quantity 1 to 25 SQYD

#0017 Replace PCCP (10”) – Includes all labor, materials and equipment SQYD to demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel.

Quantity 25 to 100 SY.

#0018 Replace PCCP (10”) – Includes all labor, materials and equipment SQYD to demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel.

Quantity Over 100 SY

#0019 New pervious PCCP – Upcharge for new pervious pavement SQYD Installation to include cost increase of labor and material. This is in addition to line items 1-18.

#0020 Color staining of concrete pavement – Surface staining of SQYD Concrete pavement. Includes surface prep and necessary labor, material, and equipment for application of stain.

seal. Includes labor, equipment, and material to clean and prep surface and apply seal.

#0022 Concrete Pavement Seal Quantity over 1000 SQYD SQYD

#0023 New Curb & Gutter LNFT

compact existing aggregate subgrade, construct new curb and gutter to original grade line, and backfill.

#0025 New Concrete Sidewalk SQYD

#0026 Replace Concrete Sidewalk – Includes all labor, materials and SQYD equipment to demolish the existing sidewalk, compact existing aggregate subgrade, construct new sidewalk to original grade line, and backfill.

#0027 New Sidewalk Ramp SQYD

existing aggregate subgrade, construct new sidewalk ramp to original grade line, and backfill.

#0029 New Sidewalk Ramp (Detectable Warning) SQYD

#0030 Replace Sidewalk Ramp (Detectable Warning) – Includes all labor, SQYD materials and equipment to demolish existing sidewalk ramp, compact existing aggregate subgrade, construct new sidewalk ramp, and backfill.

#0031 New Concrete Slab CUYD Price excludes reinforcing steel.

#0032 Replace Slabs – Includes all labor, materials and equipment to CUYD demolish the existing slab, compact existing aggregate base, and construct new slab. Minor grading and compaction; complete with required backfill. Price excludes reinforcing steel.

#0033 New Elevated Slab CUYD

#0034 Replace Elevated Slab - Includes all labor, materials and CUYD equipment to demolish the existing slab, construct formwork and construct new elevated slab. Price excludes reinforcing steel and falsework to support formwork

#0035 Falsework for Elevated Slabs – Includes all labor, materials and SQFT equipment required to construct the false work necessary to support an elevated slab 8 feet above the finished floor.

#0036 Concrete Wall CUYD Price excludes reinforcing steel.

#0037 Concrete Footer CUYD Price excludes reinforcing steel.

#0039 Replace On-Grade Steps – Includes all labor, materials and LFNose equipment demolish existing steps, construct new on-grade concrete steps and backfill. Excludes reinforcing steel

#0040 New Above-Grade Steps CUYD Price excludes reinforcing steel.

#0041 Replace Above-Grade Steps – Remove existing above grade CUYD concrete steps including footing and construct new above grade concrete steps; complete with required tooting, and backfilling.

Price excludes reinforcing steel.

#0043 Vapor Barrier SQYD

#0044 Flowable Fill Concrete – Place flowable fill concrete 500 PSI CUYD

#0045 Reinforcing Steel – Utilized in the construction of reinforced LBS.

concrete line items as directed.

#0047 Woven Wire Fabric- 4 X 4 WWF 21 to 58 LB SQYD

concrete pavement work.

#0050 Stamp Pattern in Concrete – Stamp various patterns into fresh SQYD Concrete.

#0051 Saw Cut Concrete or Asphalt 4” Thick LNFT

#0052 Saw Cut Concrete or Asphalt 6” Thick LNFT

#0053 Saw Cut Concrete or Asphalt 8” Thick LNFT

#0054 Sealing PCCP Cracks (>1/8" to 1/2") LNFT

#0055 Sealing PCCP Cracks (>1/2" to 1") LNFT

#0056 Sealing PCCP Cracks (>1" to 2") LNFT

#0057 New handrail (<30" above ground) LNFT

#0058 Replace handrail (<30" above ground) – Includes all labor, LNFT materials and equipment required to remove existing handrail and install new handrail.

#0059 New Guardrail/Handrail (≥ 30" above ground) LNFT

#0060 Replace Guardrail/Handrail (≥ 30" above ground) – Includes all LNFT labor, materials, and equipment required to remove existing guardrail/handrail and install new handrail.

#0061 Construct Aggregate Base Course CUYD Areas of 5 CY or less

#0062 Construct Aggregate Base Course CUYD Areas of 5 CY to 50 CY

#0063 Construct Aggregate Base Course CUYD Areas of 50 CY or greater

on site that does not require compaction in lifts

#0068 Embankment (Contractor Furnished) CUYD Includes placement and compaction of fill in lifts with material provided by contractor

#0069 Salvage Topsoil on site SQYD

#0070 New Topsoil (Government Furnished) – Includes hauling and CUYD placing of new topsoil

#0071 Rock Excavation CUYD

#0072 Rip-Rap (D50)(4") CUYD

#0073 Rip-Rap (D50)(6") CUYD

#0075 Quicklime – Material Cost Only TONS

#0076 Hydrated Lime – Material Cost Only TONS

#0077 Geotextile Separation Fabric SQYD

#0078 Core Drill (4”) Pavement Sampling – Work includes removing EACH pavement core and filling hole with rapid set concrete. This line item does not include quality control core samples required by contract specifications 32 13 13.06 PCCP FOR ROADS AND SITE FACILITIES and 32 12 16 HMA FOR ROADS.

#0079 In-Situ Soil Sampling and Testing for soil classification, moisture EACH content, Atterburg limits, compaction and sieve analysis. This work includes pavement demolition, in-situ soil sample collection, back fill and patching existing pavement with concrete. This line item does not apply to tests required by contract specifications 31 00 00 EARTHWORK and 32 11 13.13 LIME TREATED

SUBGRADE.

#0080 Replace Asphalt Incidental to concrete repairs CUFT

#0081 Pavement Marking (Paint)(4")(Yellow)(Without Glass Beads) LNFT

#0082 Pavement Marking (Paint)(4")(White)(Without Glass Beads) LNFT

#0083 Pavement Marking (Paint)(4")(Yellow) LNFT

#0084 Pavement Marking (Paint)(4")(White) LNFT

#0085 Pavement Marking (Paint)(12")(White) LNFT

#0086 Pavement Marking (Paint)(18")(White) LNFT

#0087 Pavement Marking (Paint)(24")(White) LNFT

#0088 Pavement Marking (Paint)(Symbol: Thru Arrow) EACH

#0089 Pavement Marking (Paint)(Symbol: Turn Arrow) EACH

#0090 Pavement Marking (Paint)(Symbol: Turn and Thru Arrow) EACH

#0091 Pavement Marking (Paint)(Symbol: Bicycle) EACH

#0092 Pavement Marking (Paint)(Symbol: Sharrow) EACH

#0093 Pavement Marking (Paint)(Symbol: Handicap) EACH

#0094 Pavement Marking (Paint)(Symbol: RR Crossing) EACH

#0095 Pavement Marking (Paint)(Word “ONLY”) EACH

#0096 Pavement Marking (Epoxy)(4")(Yellow) LNFT

#0097 Pavement Marking (Epoxy)(4")(White) LNFT

#0098 Pavement Marking (Epoxy)(12")(White) LNFT

#0099 Pavement Marking (Epoxy)(18")(White) LNFT

#0100 Pavement Marking (Epoxy)(24")(White) LNFT

#0101 Pavement Marking (Epoxy)(Symbol: Thru Arrow) EACH

#0102 Pavement Marking (Epoxy)(Symbol: Turn Arrow) EACH

#0103 Pavement Marking (Epoxy)(Symbol: Turn and Thru Arrow) EACH

#0104 Pavement Marking (Epoxy)(Symbol: RR Crossing) EACH

#0105 Pavement Marking (Epoxy)(Word “ONLY”) EACH

#0106 Pavement Marking (Thermoplastic)(12")(White) LNFT

#0107 Pavement Marking (Thermoplastic)(18")(White) LNFT

#0108 Pavement Marking (Thermoplastic)(24")(White) LNFT

#0109 Pavement Marking (Thermoplastic)(Symbol: Thru Arrow) EACH

#0110 Pavement Marking (Thermoplastic)(Symbol: Turn Arrow) EACH

#0111 Pavement Marking (Thermoplastic)(Symbol: Turn and Thru Arrow) EACH

#0112 Pavement Marking (Thermoplastic)(Symbol: Bicycle) EACH

#0113 Pavement Marking (Thermoplastic)(Symbol: Sharrow) EACH

#0114 Pavement Marking (Thermoplastic)(Symbol: RR Crossing) EACH

#0115 Pavement Marking (Thermoplastic)(Word “ONLY”) EACH

#0116 Inset Pavement Markings SQFT

#0117 Remove Pavement Striping SQFT

#0118 Install Curb Inlet 2’-3” X 3’-3” X 5” EACH Standard detail C3 Sheet FLCE 302

#0120 Install Junction Box 5’ X 5’ X 5” – Includes maintenance access EACH and ladder.

#0122 Raise Manhole - Manhole top adjustment shall be accomplished EACH by use of heavy-duty cast metal adjustment rings.

#0123 Construct 6" Corrugated perforated/non perforated HDPE LNFT Includes watertight gaskets

#0124 Construct 8" Corrugated perforated/non perforated HDPE LNFT Includes watertight gaskets

#0125 Construct 12" Corrugated HDPE – include watertight gaskets, LNFT bedding material, structural backfill to 12 inches above top of pipe and testing.

#0126 Construct 15" Corrugated HDPE – Include watertight gaskets, LNFT bedding material, structural backfill to 12 inches above top of pipe and testing.

#0127 Construct 18" Corrugated HDPE – Include watertight gaskets, LNFT bedding material, structural backfill to 12 inches above top of pipe and testing.

#0128 Construct 24" Corrugated HDPE – Include watertight gaskets, LNFT bedding material, structural backfill to 12 inches above top of pipe and testing.

#0129 Construct 30" Corrugated HDPE – Include watertight gaskets, LNFT bedding material, structural backfill to 12 inches above top of pipe and testing.

#0130 Construct 18" RCP – Include watertight gaskets, bedding material, LNFT structural backfill to 12 inches above top of pipe and testing.

#0131 Construct 24" RCP – Include watertight gaskets, bedding material, LNFT structural backfill to 12 inches above top of pipe and testing.

#0132 Construct 30" RCP – Include watertight gaskets, bedding material, LNFT structural backfill to 12 inches above top of pipe and testing.

#0133 Construct 36" RCP – Include watertight gaskets, bedding material, LNFT structural backfill to 12 inches above top of pipe and testing.

#0134 Construct 42" RCP – Include watertight gaskets, bedding material, LNFT structural backfill to 12 inches above top of pipe and testing.

#0135 Construct 48" RCP – Include watertight gaskets, bedding material, LNFT structural backfill to 12 inches above top of pipe and testing.

#0137 Construct 24" RCP Flared End Section – Includes watertight EACH gasket.

#0138 Construct 30” RCP Flared End Section – Includes watertight EACH gasket.

#0139 Construct 36" RCP Flared End Section – Includes watertight EACH gasket.

#0140 Construct 42” RCP Flared End Section – Includes watertight EACH gasket.

#0141 Construct 48" RCP Flared End Section – Includes watertight EACH gasket.

#0142 Trench Excavation – Trenches 5 feet or less in depth CUYD

#0143 Trench Excavation – Trenches greater than 5 feet in depth CUYD

#0144 Trench Box (8' Tall) WKLY

#0145 Trench Drain Grate (12” wide)(Cast Iron)(Vehicle Rated) – Provide LNFT a cast iron trench drain grate of specified length for trench drains constructed utilizing cast-in-place concrete

#0146 Downspout Boot Cast Iron 4”- Install as required to include all EACH pre-installation and finishing.

#0147 Downspout Boot Cast Iron 6”- Install as required to include all EACH pre-installation and finishing.

#0148 Downspout Boot Cast Iron 8” - Install as required to include all EACH pre-installation and finishing.

#0149 Downspout Boot Steel 4” - Install as required to include all EACH pre-installation and finishing.

#0150 Downspout Boot Steel 6” - Install as required to include all EACH pre-installation and finishing.

#0151 Downspout Boot Steel 8” - Install as required to include all EACH pre-installation and finishing.

#0153 Downspout Pipes PVC 8” – bedding material and structural backfill LNFT to top of pipe and testing.

#0154 Pipe Cleaning, Hydraulically Propelled Cleaning HOUR

#0156 TV Camera Inspection of Sewer Pipelines HOUR

Refer to UFC 4-022-03 Security Fences and Gates for Standard Plan Sheets and Details for Line Items #0151 thru #0156.

#0157 Fence Posts (2")(End, Corner, and Pull Posts)(Concrete Filled) EACH

#0158 Fence Posts (2") EACH

#0159 Fence Fabric (Chain-Link) SQFT

#0160 3 Strand Barbed-Wire on Extension Arms LNFT

#0161 Fence Gate, Singe Swing (4' Width) with Gate Posts EACH

#0162 Fence Gate, Singe Swing (6' Width) with Gate Posts EACH

#0163 Fence Gate, Double Swing (12' width) with Gate Posts EACH

#0164 Concrete Mow Strip (24" wide x 4" deep) LNFT

#0165 Bollard (Steel Pipe)(Concrete Filled) EACH

#0166 Replace Isolated Bricks (Group < 50 Bricks) EACH

#0167 Replace Bricks (Group ≥ 50 Bricks) EACH

#0168 New CMU (8"x8"x16") Block Wall SQFT

#0169 Replace CMU EACH

#0170 Repointing Brick Masonry LNFT

#0171 Repointing Stone Masonry LNFT

#0172 Repointing Concrete Masonry LNFT

#0173 Mortar Analysis EACH

#0174 Replace Isolated Bricks (Group < 50 Bricks)(Historical) EACH

#0175 Replace Bricks (Group ≥ 50 Bricks)(Historical) EACH

#0176 Replace Stone Masonry (Rough Field)(Historical) SQFT

#0177 Replace Stone Masonry (Dressed)(Historical) SQFT

#0178 Repointing Brick Masonry (Historical) LNFT

#0179 Repointing Stone Masonry (Historical) LNFT

#0180 Joint Sealant, Masonry Joints (width < 1/2") LNFT

#0181 Joint Sealant, Masonry Joints (1/2" ≤ width < 3/4") LNFT

#0182 Joint Sealant, Masonry Joints (3/4" ≤ width < 1") LNFT

#0183 Joint Sealant, Masonry Joints Width > 1") LNFT

#0184 Concrete Chimney Crown CUFT

#0185 Man Lift WKLY

scaffolding. If scaffolding is erected against other scaffolding, there shall be no double counting of scaffolding area at scaffolding corners.

#0188 Scaffolding (erected over 60 feet in elevation) CSF

#0189 Flashing EPDM SQFT

#0202 Install Light Pole Base – See Sheet C-503 EACH

#0203 Conduit (Galvanized)(1”) installed underground – Includes LNFT trenching, protective base, and compacted top cover.

#0204 Clearing Vegetation ACRE

#0205 Clearing and Grubbing Vegetation ACRE

#0206 Silt Fence LNFT

#0207 Biodegradable Log LNFT

#0208 Filter Sock LNFT

#0209 Erosion Control Material (Class I) SQYD

#0210 Erosion Control Material (Class II) SQYD

#0211 Seeding – Includes seed, fertilizer and mulch. SQYD

#0212 Sodding – Includes seed, fertilizer and mulch. SQYD

#0213 Professional Concrete Engineering HOUR

#0216 Water stop for Concrete Pool – New construction joint LNFT

#0219 Drain piping LNFT 8” SCH 80 PVC to include fittings

#0222 Demo and Dispose Brick EACH

reutilized on other buildings on post. Salvaged bricks are to be cleaned of excess mortar and stacked carefully onto pallets such that the pallets may be transported <5 miles on post by government.

#0225 Payment and Performance Bond – Payments Bonds over $35,000.00

#0226 Payment and Performance Bond – Performance Bonds over $150,000.00

SW-11 ABBREVATIONS

EACH = Each

DY = Day

SW-12 STANDARD DRAWINGS:

The contract standard drawings are the Ft Leavenworth Installation Civil Standard Drawings.