Price Proposal Form_v3.pdf

REQUEST FOR PROPOSAL NO. [367004]

PRICE PROPOSAL FORM

REVISED JUNE 18, 2025

PROJECT: KAUTZ ROAD CONSTRUCTION ENTRANCE ALTERATIONS, PROJECT 3-2-213

In accordance with the Request for Proposal dated May 14, 2025 the undersigned hereby proposes to furnish all labor, equipment, materials, transportation, overhead, bonding costs, insurance, safety oversight, QC oversight, and supervision and perform all work necessary for the subject project in strict accordance with the Specifications, Drawings, and other solicitation documents.

Unit pricing shall be provided for each Base and Alternate Work Section such that each unit price multiplied by the corresponding number of units sums to the Base and Alternate Work Section. Unit pricing shall only apply for confirmation of progress payments and evaluation of change orders. Quantities per unit are only a general guide and are not intended to define the full scope of work. All progress payments shall include a breakdown of each work section.

This proposal may be accepted for a period of ninety (90) days after the opening date unless the offeror specifies a longer acceptance period than Fermilab’s minimum requirement.

The abbreviations in the pricing tables below are as follows:

Ac Acre CY Cubic Yard EA Each Ft Linear foot Lb Pound LS Lump Sum SY Square Yard Tn Ton

Company Name

Signature

Name & Title of Individual

Date

UNIT PRICE SHEET

BASE WORK SECTION 1: IDOT IL-56, Sta. 110+40 to Sta. 116+62, Sta. 300+00 to Sta. 300+75

Item

Description Unit Estimated Quantity

Unit Price Total

1 Earth Excavation CY 199 $ $ 2 Topsoil Excavation & Placement CY 22 $ $ 3 Seeding, Class 4 Acre 0.20 $ $ 4 Erosion Control Blanket SY 968 $ $ 5 Temporary Erosion Control Seeding Pound 40 $ $ 6 Temporary Ditch Checks Foot 50 $ $ 7 Perimeter Erosion Barrier Foot 1200 $ $ 8 Temporary Erosion Control Blanket SY 968 $ $ 9 Stone Riprap, Class A4 SY 24 $ $

10 Filter Fabric SY 24 $ $ 11 Aggregate Subgrade Improvement, 12” SY 826 $ $ 12 Bituminous Materials (Tack Coat) Pound 550 $ $ 13 Longitudinal Joint Sealant Foot 623 $ $ 14 Hot-Mix Asphalt Surface Removal – Butt Join SY 176 $ $ 15 Hot-Mix Asphalt Binder Course, IL-19.0, N5 Ton 337 $ $ 16 Hot-Mix Asphalt Surface Course,IL-9.5, Mix “D”, N50 Ton 113 $ $

17 Pavement Removal SY 251 $ $ 18 Saw Cuts Foot 623 $ $ 19 Aggregate Shoulders, Type B SY 196 $ $ 20 Pine Culvert Removal Foot 70 $ $ 21 Precast Reinforced Concrete Flared End

Sections, 18” Each 2 $ $

22 Combination Concrete Curb & Gutter, Type B-6.12

Foot 184 $ $

23 Mobilization L Sum 1 $ $ 24 Short Term Pavement Marking Removal SF 1475 $ $ 25 Temporary Pavement Marking, Line 4”, Type IV Tape Foot 1475 $ $

26 Temporary Concrete Barrier Foot 625 $ $ 27 Impact Attenuators, Temporary

(Fully Redirective, Narrow), Test Level 3 Each 1 $ $

28 Sign Panel – Type 1 SF 37 $ $ 29 Thermoplastic Pavement Marking –

Letters & Symbols

SF 21 $ $

30 Thermoplastic Pavement Marking – Line 4” Foot 878 $ $ 31 Thermoplastic Pavement Marking – Line 6” Foot 275 $ $ 32 Thermoplastic Pavement Marking – Line 8” Foot 100 $ $ 33 Thermoplastic Pavement Marking – Line 24” Foot 52 $ $ 34 Pipe Culverts, Class A, Type 1, 18” Foot 90 $ $ 35 Traffic Control & Protection (Special) L Sum 1 $ $ 36 Temporary Information Signing SF 36 $ $ 37 Metal Post Foot 50 $ $ 38 Remove Ex. 15” CMP (±50’) & FES (2) L Sum 1 $ $

Base Work Section 1 Total: $______________________________

BASE WORK SECTION 2: Kautz Road South, Sta. 300+75 to Sta. 308+14

Item

Description Unit Estimated Quantity

Unit Price Total

1 Topsoil Excavation & Placement CY 397 $ $ 2 Stone Riprap, Class A4 SY 15 $ $ 3 Filter Fabric SY 15 $ $ 4 Bituminous Materials (Tack Coat) Pound 484 $ $ 5 Pavement Removal SY 1309 $ $ 6 Saw Cuts Foot 1270 $ $ 7 Precast Reinforced Concrete Flared End

Sections, 18” Each 2 $ $

8 Pipe Culverts, Class A, Type 1, 18” Foot 90 $ $ 9 Combination Concrete Curb & Gutter, Type B-6.12 Foot 459 $ $

10 Mobilization L Sum 1 $ $ 11 Temporary Concrete Barrier Foot 138 $ $ 12 Sign Panel – Type 1 SF 5 $ $ 13 Thermoplastic Pavement Marking – Line 4” Foot 8301 $ $ 14 Thermoplastic Pavement Marking – Line 12” Foot 362 $ $ 15 Utility Concrete Protection Pad SY 52 XXXXX XXXXX 16 Aggregate Subgrade Improvement, 18” + NX-850 Geogrid

SY 864 $ $

17 Selective Clearing Acre 2 $ $ 18 Remove & Replace Chainlink Gate & Fence L Sum 1 $ $ 19 Hot-Mix Asphalt Forti-Fi Binder Course, IL-19.0, N70

Ton 463 $ $

20 Hot-Mix Asphalt Forti-Fi Surface Course, IL-9.5, Mix “D”, N50

Ton 261 $ $

21 Concrete Truck Washout Each 1 $ $ 22 Metal Post Foot 9 $ $ 23 Field Access Gate L Sum 1 $ $ 24 Relocate Concrete Barrier to Railhead L Sum 1 $ $ 25 Remove Existing Concrete Pad &

Remove/Abandon Conduit L Sum 1 $ $

Base Work Section 2 Total: $______________________________

BASE WORK SECTION 3: Security & Site Access Area, Sta. 308+14 to Sta. 313+21

Item

Description Unit Estimated Quantity

Unit Price Total

1 Tree Removal ACRE 0.51 $ $ 2 Earth Excavation CY 1359 $ $ 3 Topsoil Excavation & Placement CY 174 $ $ 4 Seeding, Class 4 Acre 0.6 $ $ 5 Mulch, Method 2 Acre 0.3 $ $ 6 Bituminous Materials (Tack Coat) Pound 1306 $ $ 7 Saw Cuts Foot 56 $ $ 8 Mobilization L Sum 1 $ $ 9 Temporary Concrete Barrier Foot 150 $ $

10 Sign Panel – Type 1 SF 81 $ $ 11 Thermoplastic Pavement Marking – Line 4” Foot 3501 $ $ 12 Thermoplastic Pavement Marking – Line 12” Foot 720 $ $ 13 Guardhouse Concrete, including pad, walk, curb, bollards

SY 52 $ $

14 Aggregate Subgrade Improvement, 18” + NX-850 Geogrid

SY 5520 $ $

15 Guardhouse L Sum 1 $ $ 16 Selective Clearing Acre 2 $ $ 17 Hot-Mix Asphalt Forti-Fi Binder Course, IL-19.0, N70

Ton 1237 $ $

18 Hot-Mix Asphalt Forti-Fi Surface Course, IL-9.5, Mix “D”, N50

Ton 733 $ $

19 Aggregate Surface Course (Gravel) SY 105 $ $ 20 Metal Post Foot 149 $ $ 21 Bollards for Monitoring Well EA 3 $ $ 22 Removal of Gravel Access Road SY 315 $ $ 23 Remove Ex. Guardhouse, Pad & Utilities;

Deliver Guardhouse to Railhead

LS 1 $ $

Base Work Section 3 Total: $______________________________

BASE WORK SECTION 3, DEDUCTIVE ALTERNATE #1:

Furnish & install aggregate surface course to Queueing & Turn-Around Areas, in lieu of HMA surface, per detail on Sheet 6 and plan on Sheet 14.

Item

Description Unit Estimated Quantity

Unit Price Total

1 Tree Removal ACRE 0.51 $ $ 2 Earth Excavation CY 1359 $ $ 3 Topsoil Excavation & Placement CY 174 $ $ 4 Seeding, Class 4 Acre 0.6 $ $ 5 Mulch, Method 2 Acre 0.3 $ $

6** Bituminous Materials (Tack Coat) Pound 550 $ $ 7 Saw Cuts Foot 56 $ $ 8 Mobilization L Sum 1 $ $ 9 Temporary Concrete Barrier Foot 150 $ $

10 Sign Panel – Type 1 SF 81 $ $ 11** Thermoplastic Pavement Marking – Line 4” Foot 2824 $ $ 12** Thermoplastic Pavement Marking – Line 12” Foot 592 $ $

13 Guardhouse Concrete, including pad, walk, curb, bollards

SY 52 $ $

14 Aggregate Subgrade Improvement, 18” + NX-850 Geogrid

SY 5520 $ $

15 Guardhouse L Sum 1 $ $ 16 Selective Clearing Acre 2 $ $

17** Hot-Mix Asphalt Forti-Fi Binder Course, IL-19.0, N70

Ton 484 $ $

18** Hot-Mix Asphalt Forti-Fi Surface Course, IL-9.5, Mix “D”, N50

Ton 309 $ $

19** Aggregate Surface Course (Gravel) SY 3464 $ $ 20 Metal Post Foot 149 $ $ 21 Bollards for Monitoring Well EA 3 $ $ 22 Removal of Gravel Access Road SY 315 $ $ 23 Remove Ex. Guardhouse, Pad & Utilities;

Deliver Guardhouse to Railhead

LS 1 $ $

** Indicates revision to base quantity for alternate

Base Work Section 3 Total: $______________________________

BASE WORK SECTION 4: Kautz Road North, Sta. 313+21 to Sta. 329+78 Item

Description Unit Estimated

Quantity Unit Price Total

1 Earth Excavation CY 290 $ $ 2 Topsoil Excavation & Placement CY 171 $ $ 3 Seeding, Class 4 Acre 0.80 $ $ 4 Mulch, Method 2 Acre 0.40 $ $ 5 Erosion Control Blanket SY 3450 $ $ 6 Perimeter Erosion Barrier Foot 3105 $ $ 7 Stone Riprap, Class A4 SY 15 $ $ 8 Filter Fabric SY 15 $ $ 9 Bituminous Materials (Tack Coat) Pound 1282 $ $

10 Hot-Mix Asphalt Surface Removal – Butt Joint

SY 201 $ $

11 Hot-Mix Asphalt Surface Removal, 2” SY 2590 $ $ 12 Hot-Mix Asphalt Surface Removal, 2-¼” SY 1184 $ $ 13 Aggregate Wedge Shoulder, Type B Ton 49 $ $ 14 Pipe Culvert Removal Foot 37 $ $ 15 Precast Reinforced Concrete Flared End

Sections, 18” Each 2 $ $

16 Miscellaneous Concrete (Headwall) CY 0.60 $ $ 17 Mobilization L Sum 1 $ $ 18 Sign Panel – Type 1 SF 13 $ $ 19 Thermoplastic Pavement Marking – Line 4” Foot 6412 $ $ 20 Aggregate Subgrade Improvement, 18”

+ NX-850 Geogrid

SY 2454 $ $

21 Hot-Mix Asphalt Forti-Fi Binder Course, IL-19.0, N70

Ton 1016 $ $

22 Hot-Mix Asphalt Forti-Fi Surface Course, IL-9.5, Mix “D”, N50

Ton 719 $ $

23 Pipe Culverts, Class A, Type 1, 18” Foot 37 $ $ 24 Metal Post Foot 27 $ $

Base Work Section 4 Total: $______________________________

BASE WORK SECTION 5: Indian Creek Road, Sta. 329+78 to Sta. 329+89, Sta. 702+12 to Sta. 723+02 Item

Description Unit Estimated

Quantity Unit Price Total

1 Topsoil Excavation & Placement CY 171 $ $ 2 Seeding, Class 4 Acre 0.90 $ $ 3 Mulch, Method 2 Acre 0.50 $ $ 4 Erosion Control Blanket SY 4030 $ $ 5 Perimeter Erosion Barrier Foot 3627 $ $ 6 Bituminous Materials (Tack Coat) Pound 1177 $ $ 7 Hot-Mix Asphalt Surface Removal, 2-¼” SY 5170 $ $ 8 Class D Patches, Type IV, 4” SY 253 $ $ 9 Aggregate Shoulders, Type B CY 6 $ $

10 Aggregate Wedge Shoulder, Type B Ton 25 $ $ 11 Concrete Collar CY 5 $ $ 12 Steel Plate Beam Guardrail, Type A, 9’ Posts Foot 25 $ $ 13 Mobilization L Sum 1 $ $ 14 Sign Panel – Type 1 SF 17 $ $ 15 Aggregate Subgrade Improvement, 18” + NX-850 Geogrid

SY 64 $ $

16 Hot-Mix Asphalt Forti-Fi Binder Course, IL-19.0, N70

Ton 15 $ $

17 Hot-Mix Asphalt Forti-Fi Surface Course, IL-9.5, Mix “D”, N50

Ton 660 $ $

18 Metal Post Foot 27 $ $

Base Work Section 5 Total: $______________________________

BASE WORK SECTION 6: Electrical & Fiber Item

Description Unit Estimated

Quantity Unit Price Total

1 24” x 36” x 24” Polymer Concrete Tier 22 Handhole

Each 2 $ $

2 24ct Fiber, Dielectric Design, OS2, Single Mode, Gel Free, Non-Armored (inc. pull through duct, terminations, testing, etc.)

Foot 2600 $ $

3 10G Stranded Wire Foot 2600 $ $ 4 HDPE 1.5” Duct Foot 509 $ $ 5 1” Empty Conduit to Light Posts for Future

Communications Foot 500 $ $

6 CAT-6 Cable in 1” Conduit Foot 600 7 24” x 12” Handholes Each 4 $ $ 8 Cable ID 20 – ¾” Conduit with (2) #12 AWG

& #12 AWG Ground Foot 60 $ $

9 Cable ID 30 – ¾” Conduit with (2) #10 AWG & #10 AWG Ground

Foot 1200 $ $

10 Cable ID 100 – 1-1/4” Conduit with (3) #3 AWG & #8 AWG Ground

Foot 25 $ $

11 Cable ID 125 – 1-1/4” Conduit with (3) #1 AWG & #6 AWG Ground

Foot 20 $ $

12 Cable ID 150 – 2” Conduit with (3) #1/0 AWG & #6 AWG Ground

Foot 350 $ $

13 PP-KRGA1 Panel (240V/120V, 1PH, 4Wire) L Sum 1 $ $ 14 #1 Camlock Generator Connector (100A, 240V, 3Ph) L Sum 1 $ $

15 #2 Manual Transfer Switch MTS-KRGA1 (100A, 240V, 3Ph)

L Sum 1 $ $

16 Lighting Conduit and Conductors Foot 600 $ $ 17 Site Lighting (Inc. Foundations, Poles, Fixtures) Each 9 $ $

18 100A, 240V, 1Ph, with 60A Main Circuit Breaker (Guardhouse)

L Sum 1 $ $

19 Mounting Rack Structure L Sum 1 $ $

Base Work Section 6 Total: $______________________________