Encl_1-Amended_Bid_Schedule_and_Section_F_2_0001.pdf

SOLICITATION NO: 140L2622R0008

PROJECT DESCRIPTION: Eagle Creek Road Reconstruction Page 6

SECTION B: BID SCHEDULE

Offerors are to complete Blocks 14 - 20 of the SF-1442.

EAGLE CREEK ROAD RECONSTRUCTION

BASE BID ITEMS:

Item Estimated Unit No. Description Quantity Unit Price Total

1. 15101-1 Mobilization, Eagle Creek Road 1 LS $_________ $___________

2. 15101-2 Mobilization, Benton Meadows Pit 1 LS $_________ $___________

3. 15201 Construction Survey and Staking, 1 LS $_________ $___________ Method 2, Tolerance Table 152-1

4. 15204 Drainage Structure Survey and 2 EA $_________ $___________ Staking

5. 15214 Retaining Wall Survey and Staking, 1 EA $_________ $___________ Tolerance 152-1

6. 15219 Establish Clearing Limits 4.55 MI $_________ $___________

7. 15702 Silt Fence* 105 FT $_________ $___________

8. 15715 Fiber Rolls* 105 FT $_________ $___________

9. 15761 Dewatering Structure 1 EA $_________ $___________

10. 20207 Removal of Individual Trees, 1 EA $_________ $___________ Disposal Methods 203.05 (j)*

11. 20210 Special Clearing and Grubbing, 4.55 MI $_________ $___________ Type Roadway and Roadside, Disposal Methods 203.05 (e), (f), (g) & (k), Compaction Placement Methods 2 & 6

12. 20302 Removal of Culvert, Disposal Method 3 EA $_________ $___________ 203.05(a) (Excavation and embankment are incidental unless otherwise noted)

13. 20405 Roadway Excavation, Tolerance 1472 CY $_________ $___________ Class Table 204-2 D*

14. 20411 Unclassified Borrow Excavation* 87 CY $_________ $___________ tsyverson Typewritten Text ^1500 tsyverson Cross-Out

PROJECT DESCRIPTION: Eagle Creek Road Reconstruction Page 7

15. 20415 Embankment Construction, 1500 CY $_________ $___________ Compaction Placement Method 204.11(b), Tolerance Class Table 204-2 D *

16. 20424 Haul Waste, MP 7.56* 144 CY-MI $_________ $___________

17. 20429 Waste, MP 7.56* 121 CY $_________ $___________

18. 20601 Mobile Rock Crushing, Maximum 3.88 MI $_________ $___________ Size 1.5 Inches, Depth 6 Inches

19. 20701 Earthwork Geosynthetics, Type 714.01, 2244 SY $_________ $___________ Table 714-1, Class 2, Woven*

20. 25101-0 Placed Riprap, Class 0 Table 705-1, 61 CY $_________ $___________ Acceptance Method A*

21. 25101-1 Placed Riprap, Class 1 Table 705-1, 151 CY $_________ $___________ Acceptance Method A*

22. 25104 Keyed Riprap, Class 3 Table 705-1 68 CY $_________ $___________ (Excavation and disposal of waste material is incidental unless otherwise noted)*

23. 25205 Rock Buttress, Class 4 Table 705-1, 54 CY $_________ $___________ (Excavation and disposal of waste material is incidental unless otherwise noted*)

24. 30103 Aggregate Base, Grading A 932 CY $_________ $___________ Table 703-2, Compaction Method 204.11(b)*

25. 30315 Roadway Reconditioning, 4.53 MI $_________ $___________ Compaction Method 204.11(b)

26. 31403 Development of Government- 1 LS $_________ $___________ Furnished Source

27. 60201-24 24 Inch Pipe Culvert, PE Pipe 64 FT $_________ $___________ IAW Section 708.02(a) or Metallic-Coated CSP IAW Section 707.02, Gage 14, (Includes excavation and embankment)

28. 60202 49 Inch Span, 33 Inch Rise, Pipe Arch 28 FT $_________ $___________ Culvert, Metallic-Coated CSP IAW Section 707.02, Gage 14, (Includes excavation and embankment)

PROJECT DESCRIPTION: Eagle Creek Road Reconstruction Page 8

29. 60710 Reconditioning Drainage Structures, 2 EA $_________ $___________ Metallic-Coated CSP

30. 61902 Gate, Standard 1 EA $_________ $___________

31. 62552 Seeding and Mulching, Hydraulic 4.55 MI $_________ $___________ Method IAW Section 625

TOTAL BASE ITEMS $___________

Notes:

1. *At the end of the description denotes Contract Quantity in accordance with FP-14 Specification

Subsection 109.02(b) Contact Quantity of Section 109 - Measurement and Payment.

2. Abbreviations:

CY = Loose Cubic Yard CY-MI = Cubic Yard-Mile EA = Each FT = Foot LS = Lump Sum MI = Mile SY = Square Yard

PROJECT DESCRIPTION: Eagle Creek Road Reconstruction Page 9

ADDITIVE 1 BID ITEMS:

Item Estimated Unit No. Description Quantity Unit Price Total

1. 15204 Drainage Structure Survey and 5 EA $_________ $___________ Staking

2. 15214 Retaining Wall Survey and Staking, 5 EA $_________ $___________ Tolerance 152-1

3. 15219 Establish Clearing Limits 2.61 MI $_________ $___________

4. 15702 Silt Fence* 240 FT $_________ $___________

5. 15715 Fiber Rolls* 240 FT $_________ $___________

6. 20210 Special Clearing and Grubbing, 2.61 MI $_________ $___________ Type Roadway and Roadside, Disposal Methods 203.05 (e), (f), (g) & (k), Compaction Placement Methods 2 & 6

7. 20302 Removal of Culvert, Disposal Method 3 EA $_________ $___________ 203.05(a), (Excavation and embankment are incidental unless otherwise noted)

8. 20405 Roadway Excavation, Tolerance 979 CY $_________ $___________ Class Table 204-2 D*

9. 20415 Embankment Construction, 979 CY $_________ $___________ Compaction Placement Method 204.11(b), Tolerance Class Table 204-2 D*

10. 20601 Mobile Rock Crushing, Maximum 2.31 MI $_________ $___________ Size 1.5 Inches, Depth 6 Inches

11. 20701 Earthwork Geosynthetics, 188 SY $_________ $___________ Type 714.01, Table 714-1, Class 2, Woven*

12. 25101-0 Placed Riprap, Class 0 Table 705-1, 45 CY $_________ $___________ Acceptance Method A*

13. 25101-1 Placed Riprap, Class 1 Table 705-1, 80 CY $_________ $___________ Acceptance Method A*

14. 25104 Keyed Riprap, Class 3 Table 705-1, 120 CY $_________ $___________ (Excavation and disposal of waste material is incidental unless otherwise noted)*

PROJECT DESCRIPTION: Eagle Creek Road Reconstruction Page 10

15. 25302 Gabions Basket, Wire Type 720.02(b), 38 CY $_________ $___________ Steel, Galvanized Coating, (Excavation and disposal of waste is incidental)

16. 30103 Aggregate Base, Grading A 345 CY $_________ $___________ Table 703-2, Compaction Method 204.11(b)*

17. 30315 Roadway Reconditioning, 2.61 MI $_________ $___________ Compaction Method 204.11(b)

18. 60201-18 18 Inch Pipe Culvert, PE Pipe 148 FT $_________ $___________ IAW Section 708.02(a) or Metallic-Coated CSP IAW Section 707.02, Gage 16, (Includes excavation and embankment)

19. 60201-24 24 Inch Pipe Culvert, PE pipe 36 FT $_________ $___________ IAW Section 708.02(a) or Metallic-Coated CSP IAW Section 707.02, gage 14, (Includes excavation and embankment)

20. 62552 Seeding and Mulching, Hydraulic 2.61 MI $_________ $___________ Method IAW Section 625

TOTAL ADDITIVE 1 ITEMS $___________

Notes:

1. *At the end of the description denotes Contract Quantity in accordance with FP-14 Specification

Subsection 109.02(b) Contact Quantity of Section 109 - Measurement and Payment.

2. Abbreviations:

CY = Loose Cubic Yard CY-MI = Cubic Yard-Mile EA = Each FT = Foot LS = Lump Sum MI = Mile SY = Square Yard

PROJECT DESCRIPTION: Eagle Creek Road Reconstruction Page 11

ADDITIVE 2 BID ITEMS:

Item Estimated Unit No. Description Quantity Unit Price Total

1. 15204 Drainage Structure Survey and 5 EA $_________ $___________ Staking

2. 15219 Establish Clearing Limits 3.72 MI $_________ $___________

3. 15702 Silt Fence* 30 FT $_________ $___________

4. 15715 Fiber Rolls* 30 FT $_________ $___________

5. 20210 Special Clearing and Grubbing, 3.72 MI $_________ $___________ Type Roadway and Roadside, Disposal Methods 203.05 (e), (f), (g) & (k), Compaction Placement Methods 2 & 6

6. 20302 Removal of Culvert, Disposal Method 5 EA $_________ $___________ 203.05(a), (Excavation and embankment are incidental unless otherwise noted)

7. 20405 Roadway Excavation, Tolerance 742 CY $_________ $___________ Class Table 204-2 D*

8. 20415 Embankment Construction, 742 CY $_________ $___________ Compaction Placement Method 204.11(b), Tolerance Class Table 204-2 D*

9. 20601 Mobile Rock Crushing, Maximum 1.24 MI $_________ $___________ Size 1.5 Inches, Depth 6 Inches

10. 20701 Earthwork Geosynthetics, 469 SY $_________ $___________ Type 714.01, Table 714-1, Class 2, Woven*

11. 25101-0 Placed Riprap, Class 0 Table 705-1, 37 CY $_________ $___________ Acceptance Method A*

12. 25101-1 Placed Riprap, Class 1 Table 705-1, 86 CY $_________ $___________ Acceptance Method A*

13. 30103 Aggregate Base, Grading A 350 CY $_________ $___________ Table 703-2, Compaction Method 204.11(b)*

14. 30315 Roadway Reconditioning, 3.72 MI $_________ $___________ Compaction Method 204.11(b)

PROJECT DESCRIPTION: Eagle Creek Road Reconstruction Page 12

15. 60201-18 18 Inch Pipe Culvert, PE Pipe 150 FT $_________ $___________ IAW Section 708.02(a) or Metallic-Coated CSP IAW Section 707.02, Gage 16, (Includes excavation and embankment)

16. 60201-24 24 Inch Pipe Culvert, PE Pipe 106 FT $_________ $___________ IAW Section 708.02(a) or Metallic-Coated CSP IAW Section 707.02, Gage 14, (Includes excavation and embankment)

17. 62552 Seeding and Mulching, Hydraulic 3.72 MI $_________ $___________ Method IAW Section 625

TOTAL ADDITIVE 2 ITEMS $___________

TOTAL ALL ITEMS $___________

Notes:

1. *At the end of the description denotes Contract Quantity in accordance with FP-14 Specification

Subsection 109.02(b) Contact Quantity of Section 109 - Measurement and Payment.

2. Abbreviations:

CY = Loose Cubic Yard CY-MI = Cubic Yard-Mile EA = Each FT = Foot LS = Lump Sum MI = Mile SY = Square Yard

ESTIMATED PERFORMANCE TIME: 279 Calendar Days plus:

67 additional Calendar Days for Additive 1 (if awarded); and 69 additional Calendar Days for Additive 2 (if awarded).

ESTIMATED START WORK DATE: 09/12/2022

Award of any additive is dependent upon available funding and all additives are listed in order of priority.

If an additive item is unaffordable, the government will consider the next most important additive for award. Total price will be evaluated for each offeror in consideration of the same combination of base and additive items.

PROJECT DESCRIPTION: Eagle Creek Road Reconstruction Page 16

SECTION F: DELIVERIES OR PERFORMANCE

F.1 52.252-2 Clauses Incorporated by Reference (Feb 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): https://www.acquisition.gov/browse/index/far#

Clause Title Date 52.211-13 Time Extensions September 2000 52.211-18 Variation in Estimated Quantity April 1984 52.236-11 Use and Possession Prior to Completion April 1984

F.2 52.211-10 Commencement, Prosecution, and Completion of Work (Apr 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 279 Calendar Days; plus 67 additional Calendar Days for Additive 1 (if awarded); and 69 additional Calendar Days for Additive 2 (if awarded) after receipt of Notice to Proceed.

*The time stated for completion shall include final cleanup of the premises.

*The Government recognizes that seasonal climatic conditions may occur that restrict or prohibit normal construction activities. The anticipated length of the seasonal delay for this project is 0 days. This number of days has been included in calculating the stated period of performance. Therefore, the contract period of performance will not be extended due to normal seasonal weather delays.

F.3 52.211-12 Liquidated Damages--Construction (Apr 1984)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $900 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

F.4 52.236-15 Schedules for Construction Contracts (Apr 1984)

(a) The Contractor shall, within five days after the work commences on the contract or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval three copies of a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of the work (including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

https://www.acquisition.gov/browse/index/far# tsyverson Typewritten Text tsyverson Cross-Out tsyverson Line