Definition_of_Line_Items_(rev_in_Amd_3)_CLEAN_0003.pdf

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REVISED DEFINITION OF CONTRACT LINE ITEMS

CANEEL BAY REMOVAL ACTION – SOIL AND SEDIMENT REMOVAL

VIRGIN ISLANDS NATIONAL PARK - 5SER3346

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS (Revised in Amendment 3.)

PART 1 – GENERAL

1.1 SUMMARY

A. Section explains in general, what is and is not included in a contract line item (CLIN), and limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of work, include costs in a related item.

C. The estimated quantities that are the basis to apply FAR clause 52.211-18, Variation in Estimated Quantity, are listed in the Contract Price Schedule (Form 1); quantities listed in this section are informational only.

D. In addition to the paragraphs from Section 01 11 00 listed below, each CLIN shall be performed in accordance with Attachment 1, NTCRA Work Plan, and all relevant specification sections in its Appendix 1.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

A. Contract Line Item Number 1: Contract Support Tasks.

1. This item includes tasks and documentation listed in all sections of Attachment 1, including preparation and submittal of the Construction Plan documents defined in Section 01 31 00, Part 1.2., B; Attachment 2; and all activities not listed below, such as project management and oversight, subcontractor management, bonds, insurance, and progress meetings.

2. Costs associated with the on-site supervision of remaining CLINs and Options shall be included in their prices, not in CLIN 1.

3. Payment will be made at the contract lump sum price (L.S.).

B. Contract Line Item Number 2: Area 2 – Mobilization and Site Preparation of Soil Area

1. This item consists of the Work described in Parts 1.2, Subparts D.2.a, D.2.b, D.2.c, and D.2.d of Section 01 11 00 and includes installation, maintenance, and removal of erosion and sedimentation controls; establishment of support areas, establishment of excavation limits, and clearing.

2. Payment will be made at the contract lump sum price (L.S.).

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3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

C. Contract Line Item Number 3: Area 2 – Soil Removal

1. This item consists of the Work described in Part 1.2, Subparts D.2.e and D.2.f of Section 01 11 00 and includes excavation, loading, transportation, and disposal of surface soil from Soil Removal Units A2-Soil1, A2-Soil2, A2-Soil3, and A2-Soil4, as depicted on Figure 2 (total estimated volume of 288 bank cubic yards (BCY)) at an approved disposal facility in continental United States (CONUS).

2. Payment will be made at the contract unit price for the actual quantity per ton.

Quantity will be measured and calculated by adding up all weight tickets from disposal site(s).

3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

D. Contract Line Item Number 4: Area 2 – Restoration of Soil Area

1. This item consists of the Work described in Part 1.2, Subparts D.2.g, D.2.h, and D.2.i of Section 01 11 00 includes a post-excavation survey, backfill with prepared topsoil, seeding, maintenance of erosion and sedimentation controls, and removal of non-biodegradable erosion and sedimentation controls.

2. Payment will be made at the contract lump sum price (L.S.).

3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

E. Contract Line Item Number 5: Area 2–- Channel Sediment Removal Support

1. This item consists of the Work described in Part 1.2, Subparts D.3.a through D.3.e of Section 01 11 00 and includes installation, maintenance, and removal of erosion and sedimentation controls; establishment of support areas, establishment of removal limits, clearing, and installation of stormwater diversion features.

2. Payment will be made at the contract unit price for the actual quantity per ton, as evidenced on the manifest. Quantity will be measured and calculated by adding up all weight tickets from disposal site(s).

3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

F. Contract Line Item Number 6: Area 2–- Sediment Removal

1. This item consists of the Work described in Part 1.2, Subpart D.3.f of Section 01 11 00 and includes removal, loading, transportation, and disposal of sediment from Sediment Removal Units A2-Sed1, A2-Sed2, and A2-Sed3, as depicted on Figure 3 (total estimated volume of 40 loose cubic yards (LCY)) at an approved disposal facility in CONUS.

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2. Payment will be made at the contract unit price for the actual quantity per ton, as evidenced on the manifest. Quantity will be measured and calculated by adding up all weight tickets from disposal site(s).

3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

G. Contract Line Item Number 7: Area 3 – Mobilization and Site Preparation

1. This item consists of the Work described in Parts 1.2, Subparts D.4.a through D.4.e of Section 01 11 00 and includes abandonment of MW-301; installation, maintenance, and removal of erosion and sedimentation controls; establishment of support areas, establishment of excavation limits, and clearing, chipping, and stockpiling cleared vegetative debris.

2. Payment will be made at the contract lump sum price (L.S.).

3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

H. Contract Line Item Number 8: Area 3 – Excavation and Stockpiling

1. This item consists of the Work described in Part 1.2, Subpart D.4.f of Section 01 11 00 and includes excavation and stockpiling of soils and landfill materials prior to disposal (estimated volume of 12,535 BCY), as shown on Figures 4a, 4b, and 4c, and as indicated by the Project Engineer.

2. Payment will be made on a unit price basis for the actual quantity per ton, using the quantity determined in CLIN 9.

3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

I. Contract Line Item Number 9: Area 3 – Loading, Transport, and Disposal of RCRA non-hazardous landfill materials in CONUS.

1. This item consists of the Work described in Part 1.2, Subparts D.4.f, D.4.g, and D.4.h of Section 01 11 00 and includes loading, transporting, and disposal of contaminated soils, contaminated vegetative material, and contaminated landfill materials, as indicated by the Project Engineer, all of which are determined to be RCRA non-hazardous, at an approved facility in CONUS (estimated maximum volume of 12,535 BCY).

2. Payment will be made on a unit price basis for the actual quantity per ton of excavated materials loaded, transported, and disposed. Quantity will be measured and calculated by adding up all weight tickets from disposal site(s).

3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

J. Contract Line Item Number 10: Area 3 – Soil Spreading, Grading, Revegetation, and Site Restoration

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1. This item consists of the Work described in Parts 1.2, Subparts D.4.i, D.4.j, D.4.k, and D.4.l of Section 01 11 00 and includes surveys of final excavation extents and final grade, grading, preparation and spreading of topsoil, seeding, maintenance of erosion and sedimentation controls, removal of non-biodegradable erosion and sedimentation controls, spreading chipped (cleared) vegetative debris as mulch in locations indicated by the Project Engineer, and stockpiling excess.

2. Payment will be made at the contract lump sum price (L.S.).

3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

K. Contract Line Item Number 11: Area 3 – Loading, Transport, and Disposal of RCRA hazardous landfill materials in CONUS

1. This item consists of the Work described in Part 1.2, Subparts D.4.f, D.4.g, and D.4.h of Section 01 11 00 and includes loading, transporting, and disposal of contaminated soils, buried vegetative material, and/or contaminated landfill materials, as indicated by the Project Engineer, all of which are determined to be RCRA hazardous, at an approved facility in CONUS (estimated maximum volume of 125 BCY).

2. Payment will be made on a unit price basis for the actual quantity per ton of excavated materials loaded, transported, and disposed. Quantity will be measured and calculated by adding up all weight tickets from disposal site(s).

3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

L. Option A: Additional topsoil (per cubic yard).

1. This item consists of purchasing, transporting, preparing, and placing topsoil as described in Parts 1.2, D., 2. h and 4. j and will be exercised only if excavations are larger in areal extent than shown in the Figures. Note that purchasing, transporting, preparing, and placing established quantities of topsoil for Area 2 (soil area) and Area 3 is included in CLINs 4 and 10.

2. Payment will be made on a unit price basis for the actual quantity per cubic yard.

Quantity will be measured and calculated by adding up purchase tickets from source(s).

3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

M. Option B: Common fill (per cubic yard).

1. This item consists of purchasing, transporting, placing, and compacting common fill as described in Part 1.2, D., 2. h. and will be exercised if, to meet the Site’s RAOs, the Area 2 (soil) excavation is deeper than 0.5 feet below existing grade, or if fill is needed in any section of Area 3.

2. Payment will be made on a unit price basis for the actual quantity per cubic yard.

Quantity will be measured and calculated by adding up purchase tickets from source(s).

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3. No separate measurement for payment will be made for labor, equipment, or materials required for this item.

END OF REVISED SECTION 01 27 00