RFQ_32110-19125_SWC191_Slope_Stabilization_Cost_Proposal_Release_2.xlsx

XLSX spreadsheet 161 KB Posted

Attached to
Slope Stabilization Services - UPDATED
Solicitation number
RFQ 32110-19125 Release 4
Issued by
Tennessee

About this file

This is a Cost Proposal template for State of Tennessee RFQ #32110-19125, a statewide contract for slope stabilization services administered through the Department of General Services Central Procurement Office. The solicitation seeks pricing for five service groups: Group 1 (Soil Nailing), Group 2 (Horizontal Drains), Group 3 (Railroad Rails and Cribbing), Group 4 (Rockfall Mitigation), and Group 5 (Compaction Grouting). Group 1 includes 43 line items covering self-drilling nails in various depths, permanently cased nails, wire mesh, shotcrete application, mobilization, and related materials, with estimated annual quantities ranging from 10 to 20,000 units. Group 2 contains six line items for horizontal drains of varying lengths and mobilization. Group 3 includes eleven line items for concrete, geogrid reinforcement, railroad rail installation, and cribbing. Group 4 lists eleven line items for rock scaling, blasting, drilling, concrete buttress, anchors, and related services. Group 5 addresses three line items for grout casing installation, compaction grout, and mobilization. All respondents must provide pricing for the mandatory "Emergency Site Visit 24 hrs." line item. Respondents are not required to bid all five groups but must provide complete pricing for all line items within any group for which they propose.

The cost proposal requires respondents to submit unit prices in U.S. currency limited to two decimal places, with pricing remaining valid for a minimum of 120 days after submission. The State estimates total contract purchases of $28 million across all groups: $20 million for Group 1, and $2 million each for Groups 2 through 5. The State intends to award to the three highest-evaluated respondents within the competitive range for each group, establishing an A, B, and C vendor for each service category. The estimated quantities provided are for informational purposes only and do not constitute volume guarantees or minimum purchase commitments. Respondents must be authorized signatories capable of binding their legal entity to the contract terms, with documentation of authority required if the signer is not the President or Chief Executive Officer. The contract term extends 36 months from the effective date of December 13, 2025, with two optional 12-month renewal periods available, potentially extending the contract to 60 months total.

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1. Instructions

State of Tennessee RFQ #32110-19125 - Slope Stabilization Services

The Cost Proposal, detailed below, shall indicate the proposed price for goods or services defined in the Scope of the Pro Forma Contract, Section A.3. The Cost Proposal shall remain valid for at least one hundred twenty (120) days subsequent to the date of the Cost Proposal opening and thereafter in accordance with any contract resulting from this RFQ. All monetary amounts shall be in U.S. currency and limited to two (2) places to the right of the decimal point.
The estimated total contract quantities associated with each cost item is for informational purposes only. The estimated total contract quantities do NOT and should NOT be construed as any type of volume guarantee or minimum purchase quantity. The estimated total contract quantities shall NOT create rights, interests, or claims of entitlement in the Respondent.
Notwithstanding the cost items herein, pursuant to the Pro Forma Contract section C.1., “The total purchases of any goods or services under the Contract are not known. The State estimates the purchases during the Term shall be: Group 1 Soil Nailing: twenty million dollars ($20,000,000). Group 2 Horizontal Drains: two million dollars ($2,000,000). Group 3 Railroad Rails and Cribbing: two million dollars ($2,000,000). Group 4 Rockfall Mitigation: two million dollars ($2,000,000). Group 5 Compaction Grouting: two million dollars ($2,000,000) (“Estimated Liability”). This Contract does not grant the Contractor any exclusive rights. This Contract does not grant the Contractor any exclusive rights. The State does not guarantee that it will buy any minimum quantity of goods or services under this Contract.”
The State intends to make an award to the three (3) highest evaluated respondent(s) within the competitive range for each group. The State intends for each group to have an A, B, and C vendor.
All Respondents MUST provide pricing for the mandatory line, "Emergency Site Visit 24 hrs." Respondents do not have to provide pricing for all five (5) groups but MUST provide pricing for all lines in any group Respondent chooses to respond to, in order to be considered for award.
TAB 2 - Signature
Signature is required with the Cost Proposal. Complete this page and return with all submitted Proposal documentation.
Tab 3 - Cost Proposal
This tab will be Respondent's Pricing for Slope Stabilization Services
Group 1 - Soil Nailing
Fill in orange cells with proposed rates for each line in this group. MUST fill in all lines within this group to be considered for award of Group 1 - Soil Nailing.
Group 2 - Horizontal Drains
Fill in blue cells with proposed rates for each line in this group. MUST fill in all lines within this group to be considered for award of Group 2 - Horizontal Drains.
Group 3 - Railroad Rails and Cribbing
Fill in green cells with proposed rates for each line in this group. MUST fill in all lines within this group to be considered for award of Group 3 - Railroad Rails and Cribbing.
Group 4 - Rockfall Mitigation
Fill in purple cells with proposed rates for each line in this group. MUST fill in all lines within this group to be considered for award of Group 4 - Rockfall Mitigation.
Group 5 - Compaction Grouting
Fill in yellow cells with proposed rates for each line in this group. MUST fill in all lines within this group to be considered for award of Group 5 - Compaction Grouting.
** ALL respondents MUST provide a rate for Mandatory Line, "Emergency Site Visit 24 hrs." to be considered for award of any Group

2. Signature

State of Tennessee

This Cost Proposal must be signed, in the space below, by an individual empowered to bind the Respondent to the provisions of this RFQ and any contract awarded pursuant to it. If said individual is not the President or Chief Executive Officer, this document must attach evidence showing the individual’s authority to legally bind the Respondent.

RESPONDENT SIGNATURE:
PRINTED NAME & TITLE:
DATE:

RESPONDENT LEGAL ENTITY NAME:

3. Cost Proposal

State of Tennessee

Line Item DescriptionUOMTotal Estimated Annual QuantitiesUnit Price
Group 1 - Soil Nailing
Nails, Self Drilling, up to 20 ftEA900
Nails, Self Drilling, up to 30 ftEA700
Nails, Self Drilling, up to 40 ftEA300
Nails, Self Drilling, up to 50 ftEA50
Nails, Self Drilling, up to 60 ftEA10
Nails, Self Drilling, up to 70 ftEA10
Nails, Self Drilling, up to 80 ftEA15
Nails, Permanently Cased, up to 20 ft (std grouting)EA100
Nails, Permanently Cased, up to 30 ft (std grouting)EA10
Nails, Permanently Cased, up to 40 ft (std grouting)EA10
Nails, Permanently Cased, up to 50 ft (std grouting)EA10
Nails, Permanently Cased, up to 60 ft (std grouting)EA10
Nails, Permanently Cased, up to 70 ft (std grouting)EA10
Nails, Permanently Cased, up to 80 ft (std grouting)EA10
Wire Mesh and steel plate surface treatmentSF3000
Shoulder Build-up, Road ServiceLF3000
Primary Mobilization (mobilization to initial site)EA20
Shotcrete, Nominal 6-in thickness (std weather)SF10000
Shotcrete, Nominal 8-in thickness (std weather)SF20000
Shotcrete, Nominal 12-in thickness (std weather)SF5000
Shotcrete, Nominal 6-in thickness (cold weather - below 35°F)SF5000
Shotcrete, Nominal 8-in thickness (cold weather - below 35°F)SF5000
Shotcrete, Nominal 12-in thickness (cold weather - below 35°F)SF5000
Nails, Permanently Cased Soil, up to 20 ft (pressure Grouting)EA10
Nails, Permanently Cased Soil, up to 30 ft (pressure Grouting)EA10
Nails, Permanently Cased Soil, up to 40 ft (pressure Grouting)EA10
Nails, Permanently Cased Soil, up to 50 ft (pressure Grouting)EA10
Nails, Permanently Cased Soil, up to 60 ft (pressure Grouting)EA10
Nails, Permanently Cased Soil, up to 70 ft (pressure Grouting)EA10
Nails, Permanently Cased Soil, up to 80 ft (pressure Grouting)EA10
Vertical Reinforced ElementLF1000
Select Granular Backfill MaterialTON5000
Geogrid Reinforcement Type 1SY600
Geogrid Reinforcement Type 2SY50
Geogrid Reinforcement Type 3SY50
Geogrid Reinforcement Type 4SY50
Retaining Wall Facing ElementsSF2500
Geosynthetic Reinforcement FabricSY5000
Cellular GroutCY250
Soil Nail Proof and Verification TestingEA100
Preconstruction Shotcrete PanelEA20
Void Fill Grout InstallationCY100
Galvanized Wire Baskets or Welded Wire Form ***( All Incidental Items Included EXCEPT Backfill)SF1800
Group 2 - Horizontal Drains
Horizontal Drains, 0 to 50 ftFT3500
Horizontal Drains, 50 - 100 ft.FT2500
Horizontal Drains, 100 -150 ft.FT1000
Horizontal Drains, 150 - 200 ft.FT25
Horizontal Drains, 200 + ft.FT25
Primary Mobilization (mobilization to initial site)EA10
Group 3 - Railroad Rails and Cribbing
Class A ConcreteCY1000
Geogrid Reinforcement Type 1SY2000
Geogrid Reinforcement Type 2SY2000
Geogrid Reinforcement Type 3SY2000
Geogrid Reinforcement Type 4SY2000
Geosynthetic Reinforcement FabricSY1000
Installation of State-Provided Railroad RailLF500
Installation of Vendor-Provided Railroad RailLF3800
Installation of State-Provided CribbingSF500
Installation of Vendor-Provided CribbingSF3800
Primary Mobilization (mobilization to initial site)EA8
Select Granular Backfill MaterialTON1000
Group 4 - Rockfall Mitigation
Rock ScalingSY5000
Rock Blasting up to 100 CYCY2000
Rock Blasting 101+ CYCY3000
DrillingLF1000
Temporary Rockfall Protection (cost + 15%)EA30NO BID REQUIRED
Rock SizingCY3000
Concrete ButtressCY1500
AnchorsLF200
Anchor TestingEA200
Wire Mesh FabricSF2000
Horizontal Drain PipesLF3000
Limited Access Shotcrete/GuniteSF2500
Rockfall MobilizationEA15
Rock Drilling with HammerLF3000
Group 5 - Compaction Grouting
Grout Casing InstallationLF8000
Compaction GroutCF10000
Mobilization for compaction groutingEA20
Mandatory Line
Emergency Site Visit 24 Hrs.EAN/A
Approved Parts, Materials, Supplies and Equipment with MarkupEAN/ANO BID REQUIRED

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