W912PM23B0024 SECTION 01 22 00.00 10 RVZD2AUG.pdf

PDF 133 KB Posted

Attached to
Philpott Dam Landslide Remediation Bassett, Virginia Federal contract opportunity
Solicitation number
W912PM23B0024
Issued by
Department of the Army Corps of Engineers Engineering District Wilmington

About this file

This document outlines the contract line item number (CLIN) structure and payment items for a federal solicitation to perform Phillpott Dam Landslide Remediation work in Bassett, Virginia. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Wilmington as number W912PM23B0024.

The work is separated into seven CLINs, with various sub-CLINs defining unit priced and lump sum items. CLIN 001 covers work to stabilize the upper access road, including primary and secondary secant pile installation, rock anchors, and other base work. CLIN 002 involves overburden removal, rock bolts, anchors, mesh/grouting on the west slope. CLIN 003 includes excavation, mesh/grouting, and base work for the east slope. The remaining CLINs cover lower area storm drainage, a switchgear building, mobilization/demobilization, and payment and performance bonds. Definitions are provided for the payment items associated with each CLIN and sub-CLIN.

View the file

Other files for this federal contract opportunity

Other files attached to Philpott Dam Landslide Remediation Bassett, Virginia, newest first.
File Type Posted
B1 - Bid Abstract Corrected AUG23.pdf PDF
B1 - Bid Opening Sign In Sheet.pdf PDF
B1 - Bid Abstract.pdf PDF
A11 - W912PM23B0024 Amendment 0004.pdf PDF
RTA SPECS Volume 2 AMENDMENT 0003.pdf PDF
RTA SPECS Volume 1 AMENDMENT 0003.pdf PDF
W912PM23B0024 Amendment 0003.pdf PDF
RTA Plan Set UnLocked amendment 0003.pdf PDF
A11 - W912PM23B0024 Amendment 0002.pdf PDF
Municipal Separate Storm Sewer System (MS4) Philpott.pdf PDF
A11 - W912PM23B0024 REVISED SECTION B through Amendment 0001.pdf PDF
A11 - W912PM23B0024 Amendment 0001.pdf PDF
Site Visit Sign-in Sheet.pdf PDF
RTA SPECS Volume 1.pdf PDF
RTA Plan Set UnLocked.pdf PDF
RTA Plan Set LOCKED.pdf PDF
RTA SPECS Volume 2.pdf PDF
W912PM23B0024.pdf PDF
Show all 18

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Phillpott Dam Landslide Remediation Bassett, VA

Ready to Advertise (RTA)

14-JUN-2023

SECTION 01 22 00.00 10 Page 1

PART 1 GENERAL

1.1 SUBMITTALS

SECTION 01 22 00.00 10

REVISED VIA W912PM23B0024 AMENDMENT 01

02-AUG-2023

PRICE AND PAYMENT PROCEDURES

08/15

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

1.2 PAYMENT ITEMS

1.2.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1.1 Unit of Measure

Unit of measure: job.

1.2.1.2 MOBILIZATION AND DEMOBILIZATION

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.2.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3 CLIN STRUCTURE

1.3.1 CLIN 001 Upper Road Corridor

Item: 001 - Base Unit Price: Lump Sum AMENDMENT 01 Plan Quantity: 1 Description: Includes temporary T-Walls and other work not

Ready to Advertise (RTA)

SECTION 01 22 00.00 10 Page 2 included in CLIN 001 Unit Cost Items AMENDMENT 01

Furnish all labor, equipment, transportation, and materials necessary to perform all work in strict accordance with the specifications, schedules, Drawings, and other contract documents to stabilize the upper access road and secant pile wall. Work required to stabilize the upper access road and secant pile wall is reflected in the SUBCLINs. The amount of CLIN 001 should be recorded as the total of Item: 001A – 001D (as shown in Schedule B)

Item: 001.A - Primary Secant Pile Unit Price: Linear Foot Plan Quantity: 1788 Description: Drilling in soil and rock, casing, cleaning and inspections of shaft, concrete forming, placement & curing, weep drains, walers, top finishing, parapet and miscellaneous details

Item: 001.B - Secondary Secant Pile Unit Price: Linear Foot Plan Quantity: 1807 Description: Drilling in soil and rock, casing, cleaning and inspections of shaft, reinforcing steel, concrete forming , placement & curing, pile testing, walers, top finishing, parapet and miscellaneous details

Item: 001.C - Strand Rock Anchors Unit Price: Each Plan Quantity: 15 Description: Drilling, anchor, grout, anchor head structure, inspection and testing

Item: 001.D - Upper Road Corridor - Base Work Unit Price: Job Plan Quantity: 1 Description: This SUBCLIN shall be used to capture non-unit priced items, such as temporary T-Walls required to complete the work required under CLIN0001.

1.3.2 CLIN 002 West Slope (Zone 1)

Item: 002 - Base Unit Price: Lump Sum Plan Quantity: 1 Description: All work not included in CLIN 002 Unit Cost Items Furnish all labor, equipment, transportation, and materials necessary to perform all work in strict accordance with the specifications, schedules, Drawings, and other contract documents to stabilize the upper access road and secant pile wall. Work required to stabilize the upper access road and secant pile wall is reflected in the SUBCLINs. The amount of CLIN 002 should be recorded as the total of Item: 002AA – 002AE (as shown in Schedule B).

Item: 002.A - Overburden Removal Unit Price: Cubic Yard Plan Quantity: 29,400 Destription: All activities relating to removal and disposal of overburden

Item: 002.B - Spot Treatment Rock Bolts

Plan Quantity: 40 Destription: Drilling, anchor, grout, inspection and testing

Item: 002.C - Spot Treatment 100k Anchors

Ready to Advertise (RTA)

SECTION 01 22 00.00 10 Page 3

Plan Quantity: 5 Description: Drilling, anchor, grout, inspection and testing

Item: 002.D - Spot Treatment Mesh/Grout Unit Price: Square Foot Plan Quantity: 300 Description: Cleaning, steel mesh, grout and finishing

Item: 002.E - West Slope (Zone 1) -Base WorkSpot Treatment Mesh/Grout

Plan Quantity: 1 Description: This SUBCLIN shall be used to capture non unit-priced items, such as the Slope Drape system required to complete the work required under CLIN 0002.

1.3.3 CLIN 003 East Slope (Zone 2)

Item: 003 - Base

Plan Quantity: 1 Destription: All work not included in CLIN 003 Unit Cost Items Furnish all labor, equipment, transportation, and materials necessary to perform all work in strict accordance with the specifications, schedules, Drawings, and other contract documents to remove the east slope overburden and stabilize the east slope. Work required to remove the east slope overburden and stabilize the east slope is reflected in the SUBCLINs. The amount of CLIN 003 should be recorded as the total of Item: 003AA – 003AB (as shown in Schedule B).

Item: 003.A - Excavation

Plan Quantity: 70,000 Destription: All activities relating to removal and disposal of soil and rock materials

Item: 003.A - Base Work ASSOCIATED W/EAST SLOPE

Plan Quantity: 1 Description: East slope stabilization and work in accordance with the plans and specs. This SUBCLIN shall be used to capture non unit priced items, directly related to the overarching work of the removal of east slope overburden and east slope stabilization not allocated to subclin

0003AB.

Item: 003.B - Spot Treatment Mesh/Grout

Plan Quantity: 70,000 Description: All activities relating to removal and disposal of soil and rock materials

1.3.4 CLIN 004 Lower Area Storm Drainage

Item: 004 - Base

Destription: All Activities

1.3.5 CLIN 005 Switchgear Building

Ready to Advertise (RTA)

SECTION 01 22 00.00 10 Page 4

Item: 005 - Base

1.3.6 CLIN 006 Mobilization/Demobilization

Item: 006 - Base

1.3.7 CLIN 007 Payment & Performance Bonds

Item: 007 - Base

1.4 CONTAMINATED SOIL REMOVAL

Not used.

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section --

1.3.1 CLIN 001 Upper Road Corridor
Item: 001.A - Primary Secant Pile
Item: 001.B - Secondary Secant Pile
Item: 001.C - Strand Rock Anchors
Item: 001.D - Upper Road Corridor - Base Work
1.3.2 CLIN 002 West Slope (Zone 1)
Item: 002.A - Overburden Removal
Item: 002.B - Spot Treatment Rock Bolts
Item: 002.C - Spot Treatment 100k Anchors
Item: 002.D - Spot Treatment Mesh/Grout
Item: 002.E - West Slope (Zone 1) -Base WorkSpot Treatment Mesh/Grout
1.3.3 CLIN 003 East Slope (Zone 2)
Item: 003.B - Spot Treatment Mesh/Grout
1.3.4 CLIN 004 Lower Area Storm Drainage
1.3.5 CLIN 005 Switchgear Building
1.3.6 CLIN 006 Mobilization/Demobilization
1.3.7 CLIN 007 Payment & Performance Bonds

File details come from the government source that posted it. Updated .