A11 - W912PM23B0024 REVISED SECTION B through Amendment 0001.pdf

W912PM23B0024

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Upper Road CorridorFFP

This Contract Line Item Number (CLIN) Slope mitigation measures include stabilization of upper dam access roadway. The overarching work to stabilize the upper access road and secant pile wall is reflected in the SUBCLINs.

The contractor shall 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.

For Bidding purposes the amount of CLIN 0001 should be recorded as the total of subclins 0001AA -0001AD..

NET AMT

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0001AA Primary Secant Pile 1,788 Linear Foot

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.

Bidders are required to submit a FFP unit price based upon the quantities shown.

Note: FAR Clause 52.211-18 Variation in Estimated Quantity is incorporated by reference to establish adjustments for variations between the estimated quantities and actual quantities.

UNIT UNIT PRICE AMOUNT

0001AB Secondary Secant Pile 1,807 Linear Foot

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.

Bidders are required to submit a FFP unit price based upon the quantities shown.

Note: FAR Clause 52.211-18 Variation in Estimated Quantity is incorporated by

UNIT UNIT PRICE AMOUNT

0001AC Strand Rock Anchors 15 Each $________________ $_________________ Drilling, anchor, grout, anchor head structure, inspection and testing.

Bidders are required to submit a FFP unit price based upon the quantities shown.

Note: FAR Clause 52.211-18 Variation in Estimated Quantity is incorporated by

0001AD 1 Job Upper Road Corridor - Base WorkFFP

Includes temporary T-Walls and other work not included in CLIN 001 Unit Cost Items.

The overarching scope of CLIN 0001 is Slope mitigation measures include stabilization of upper dam access roadway. The overarching work to stabilize the upper access road and secant pile wall is reflected in the Unit priced Work required to stabilize the upper access road and secant pile wall is reflected in the SUBCLINs. This SUBCLIN shall be used to capture non-unit priced items, such as temporary T-Walls required to complete the work required under CLIN0001.

FOB: Destination

PSC CD: Y1KA

West Slope (Zone 1)FFP

The work includes slope stability remediation to reduce the risk of personnel injury and damage to infrastructure due to landslide activity at the Philpott Dam site near Basset, Virginia and incidental related work. This Contract Line Item Number (CLIN) removal of west slope overburden and west slope stabilization & rockfall protection to include grading, bolts, mesh, & rockfall fence in accordance with the plans and specs. The overarching work to stabilize the west slope is reflected in the SUBCLINs.

The contractor shall 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 west slope overburden and stabilize the west slope.

For Bidding purposes, the amount of CLIN 0002 should be recorded as the total of SUBCLINs 0002AA -0002AE in accordance with the plans and specs.

UNIT UNIT PRICE AMOUNT

0002AA Overburden Removal 29,400 Cubic Yard

All activities relating to removal and disposal of overburden.

Bidders are required to submit a FFP unit price based upon the quantities shown.

Note: FAR Clause 52.211-18 Variation in Estimated Quantity is incorporated by

UNIT UNIT PRICE AMOUNT

0002AB Spot Treatment Rock Bolts

40 Each $________________ $_________________

Drilling, anchor, grout, inspection and testing.

Bidders are required to submit a FFP unit price based upon the quantities shown.

Note: FAR Clause 52.211-18 Variation in Estimated Quantity is incorporated by

UNIT UNIT PRICE AMOUNT

0002AC Spot Treatment 100k Anchors

5 Each $________________ $_________________

Drilling, anchor, grout, inspection and testing

UNIT UNIT PRICE AMOUNT

0002AD Spot Treatment Mesh/Grout

300 Square Foot

Cleaning, steel mesh, grout and finishing

Bidders are required to submit a FFP unit price based upon the quantities shown.

Note: FAR Clause 52.211-18 Variation in Estimated Quantity is incorporated by

0002AE 1 Job West Slope (Zone 1) -Base WorkFFP

All costs, including the Slope Drape system and other work (unit priced and non-unit priced) required to complete the CLIN, shall be captured in the in the subclins and rolled up to represent a total cost for the CLIN 0002. The overarching scope of CLIN 0002 is removal of west slope overburden and west slope stabilization & rockfall protection to include grading, bolts, mesh, & rockfall fence in accordance with the plans and specs is reflected is reflected in the Unit priced work SUBCLINs. 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.

The amount of CLIN 002 should be recorded as the total of Item: 002AA -002AE

East Slope (Zone 2)FFP

The work includes slope stability remediation to reduce the risk of personnel injury and damage to infrastructure due to landslide activity at the Philpott Dam site near Basset, Virginia and incidental related work. This Contract Line Item Number (CLIN) removal of east slope overburden and east slope stabilization in accordance with the plans and specs. The overarching work to stabilize the East Slope is reflected in the SUBCLINs.

The contractor shall 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.

For Bidding purposes, the amount of CLIN 0003 should be recorded as the total of SUBCLINs 0003AA -0003AB in accordance with the plans and specs.

0003AA 1 Job Base Work ASSOCIATED W/EAST SLOPEFFP

All costs, unit priced and non-unit priced)required to complete the CLIN, shall be captured in the in the subclins and rolled up to represent a total cost for the CLIN 0003. The overarching scope of CLIN 0003 is removal of east slope overburden and east slope stabilization in accordance with the plans and specs is reflected is reflected in the Unit priced work SUBCLINs. This SUBCLIN shall be used to capture non unit priced items, directly related to the East Slope work. The amount of CLIN 003 should be recorded as the total of Item: 003AA -003AB.

UNIT UNIT PRICE AMOUNT

0003AB Excavation 70,000 Cubic Yard

All activities relating to removal and disposal of soil and rock materials.

Bidders are required to submit a FFP unit price based upon the quantities shown.

Note: FAR Clause 52.211-18 Variation in Estimated Quantity is incorporated by

0004 1 Job Lower Area Storm DrainageFFP

Firmed Fixed Pricing for all Activities related to the stormwater management improvements in accordance with the plans and specs.

0005 1 Job Switchgear BuildingFFP

This Contract Line Item Number (CLIN) is a firm fixed price for the work at the switchgear building as described in the plans and specs

0006 1 Job Mobilization/DemobilizationFFP

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

MOBILIZATION AND DEMOBILIZATION.

0007 1 Job Payment & Performance BondsFFP

Bonding:

Insert % ___________

Contractor shall submit Performance and Payment bonds. You are required to submit Performance and Payment bonds within 10 calendar days of contract award.

Original copies of the performance and Payment bonds shall be sent to the District Office address below for review:

U.S. Army Corps of Engineers Wilmington District CESAW-CTW912PM23B0024 ATTN: Troy Small 69 Darlington Avenue Wilmington, NC 28403 FOB: Destination PN/CN: Payment & Performance Bon

TOTAL AMOUNTS

TOTAL AMOUNT OF LINE ITEM 0001 – 0007 $___________________

NOTE:

PLEASE BE SURE TO INCLUDE UNIT PRICES ROUNDED TO TWO DECIMAL PLACES.