Eagle_Creek_Bid_Schedule_Amendment_0002_0002.pdf
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- Attached to
- EAGLE CREEK ROAD RECONSTRUCTION Federal contract opportunity
- Solicitation number
- 140L2622R0008
About this file
This document is a bid schedule for a federal construction contract solicitation to reconstruct Eagle Creek Road. The solicitation was issued by the Bureau of Land Management Idaho Region.
The bid schedule details estimated quantities and unit pricing for 31 base bid items and 3 additive alternates involving road reconstruction, drainage improvements, surveying, clearing and grubbing, excavation and embankment, aggregate base placement, culvert installation, erosion control measures, seeding and other work. Offerors are to provide unit pricing for each item which will be evaluated to determine the total bid price for the base work and each additive. The estimated performance period for the base work is 279 calendar days with additional time allotted for each additive if awarded, with an anticipated notice to proceed of September 12, 2022. Award of any additive items will depend on available funding and be made in the listed order of priority.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L2622R0008_Amd_0002.pdf | ||
| Pre-bid_tour-Rev_1_tjs_20220815_0001.pdf | ||
| Sol_140L2622R0008_Amd_0001.pdf | ||
| Encl_2-Amended_Drawing_Sheets-Rev_1_0001.pdf | ||
| Encl_1-Amended_Bid_Schedule_and_Section_F_2_0001.pdf | ||
| Drawings-Eagle_Cr_Rd-All_tjs_20220721.pdf | ||
| SF-24_Bid_Bond.pdf | ||
| FP-14_SS_Eagle_Cr_Rd_tjs_20220422.pdf | ||
| Sol_140L2622R0008.pdf |
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Text version
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 tpardy Typewritten Text ^2.76 tpardy Cross-Out tpardy Cross-Out tpardy Typewritten Text
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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 tpardy Typewritten Text ^1.58 tpardy Typewritten Text
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tpardy Cross-Out tpardy Cross-Out
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.
tpardy Cross-Out tpardy Cross-Out tpardy Typewritten Text ^2.25 tpardy Typewritten Text
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