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Cisco Branch Ontonagon River Bridge Replacement Solicitation # Ottawa National Forest Watersmeet Ranger District Ontonagon County, Michigan
Schedule of Items Item Number
Units Unit Price Amount
[15101]
Sum
| $_______________ |
| $_______________ |
| 0002 |
| Construction Survey and Staking, Method 1, Tolerance Class C |
[15201]
Sum
| $_______________ |
| $_______________ |
[15702]
| 366 |
| Foot |
| $_______________ |
| $_______________ |
[15706]
| 9 |
| Each |
| $_______________ |
| $_______________ |
| 0005 |
| Clearing and Grubbing, Disposal Method A |
[20102]
| 0.01 |
| Acre |
| $_______________ |
| $_______________ |
| 0006 |
| Removal of Old Structure, Disposal Method A |
[20304]
Sum
| $_______________ |
| $_______________ |
| 0007 |
| Roadway Excavation, Compaction Method B, Finishing Method |
[20401] A
Yard
| $_______________ |
| $_______________ |
| 0008 |
| Embankment, Placement Method 1 |
[20411]
Yard
| $_______________ |
| $_______________ |
| 0009 |
| Structure Excavation |
[20801]
Yard
| $_______________ |
| $_______________ |
[20803]
Yard
| $_______________ |
| $_______________ |
| 0011 |
| Riprap, Class II, Machine Placed |
[25101]
Yard
| $_______________ |
| $_______________ |
| 0012 |
| Geotextile, Type III, Class I |
[25116]
Yard
| $_______________ |
| $_______________ |
| 0013 |
| Aggregate Shoulder, Grading D, Compaction Method B |
[30102]
Yard
| $_______________ |
| $_______________ |
| 0014 |
| Aggregate Base, Grading D, Compaction Method D |
[30103]
Yard
| $_______________ |
| $_______________ |
| 0015 |
| Asphalt Cement, Michigan State DOT, Grade 4EL |
[40301]
| 95 |
| Ton |
| $_______________ |
| $_______________ |
| 0016 |
| Joint Sealant, Hot Poured Rubber |
[41403]
| 38 |
| Foot |
| $_______________ |
| $_______________ |
[41406]
| 38 |
| Foot |
| $_______________ |
| $_______________ |
| 0018 |
| Steel, H-Pile, Furn and Driven |
[55101]
| 282 |
| Foot |
| $_______________ |
| $_______________ |
[55115]
| 242 |
| Foot |
| $_______________ |
| $_______________ |
| 0020 |
| Furnish Pile Driving Equipment |
[55151]
Sum
| $_______________ |
| $_______________ |
| 0021 |
| Expansion Joint Device |
[55200]
| 16 |
| Foot |
| $_______________ |
| $_______________ |
| 0022 |
| Structural Concrete Class A(AE) |
[55201]
Yard
| $_______________ |
| $_______________ |
| 0023 |
| Prestressed Concrete I-Girder |
[55302]
| 274 |
| Foot |
| $_______________ |
| $_______________ |
| 0024 |
| Epoxy Coated Reinforcing Steel |
[55404]
| 23,351 |
| Pounds |
| $_______________ |
| $_______________ |
| 0025 |
| Structural Steel, Galv, Furnished, Fabricated and Erected |
[55502]
| 590 |
| pounds |
| $_______________ |
| $_______________ |
[55601]
| 118 |
| Foot |
| $_______________ |
| $_______________ |
| 0027 |
| Membrane Waterproofing |
[55901]
Yard
| $_______________ |
| $_______________ |
[56200]
Sum
| $_______________ |
| $_______________ |
[56401]
| 8 |
| Each |
| $_______________ |
| $_______________ |
| 0030 |
| Underdrain System, 6 Inch |
[60501]
| 176 |
| Foot |
| $_______________ |
| $_______________ |
| 0031 |
| Curb and Gutter, Conc, Det C3 |
[60901]
| 36 |
| Foot |
| $_______________ |
| $_______________ |
| 0032 |
| Guardrail, Approach Terminal, Type 2M |
[61702]
| 2 |
| Each |
| $_______________ |
| $_______________ |
| 0033 |
| Guardrail, Departing Terminal, Type MGS |
[61702.1]
| 1 |
| Each |
| $_______________ |
| $_______________ |
| 0034 |
| Guardrail Anchorage, Bridge, Detail M1 |
[61706]
| 3 |
| Each |
| $_______________ |
| $_______________ |
| 0035 |
| Placing Conserved Topsoil, 3 Inch |
[62403]
Yard
| $_______________ |
| $_______________ |
| 0036 |
| Seeding, Hydraulic or Dry Method |
[62503]
Sum
| $_______________ |
| $_______________ |
| 0037 |
| Mulching, Hydraulic or Dry Method |
[62509]
Sum
| $_______________ |
| $_______________ |
| 0038 |
| Rolled Erosion Control Product, Type 2.D |
[62901]
Yared
| $_______________ |
| $_______________ |
| 0039 |
| Post, Wood, 4-Inch x 4-Inch |
[63305]
| 40 |
| Foot |
| $_______________ |
| $_______________ |
| 0040 |
| Object Markers, Type 3 |
[63306]
| 4 |
| Each |
| $_______________ |
| $_______________ |
Total
| Signature:_____________________________________________ | Date:___________________ |
| Company:_____________________________________________ | UEI:____________________ |
Schedule Notes
1. One Firm Fixed Price (FFP) contract is anticipated from this RFQ. Contractor must enter prices for all line items to be eligible for award. Type prices directly into the schedule provided (if able) to promote readability.
2. Contractor must have an active registration at sam.gov to be eligible for award. Note that a status of "ID Assigned" is not a fully activated registration.
3. Payment will be made on actual work performed as described in FP-14 109.01 unless otherwise noted. Any work necessary to complete this project that is not listed in the schedule of items, is considered incidental to the line items shown. If you believe a pay item is missing from the schedule, contact the contract specialist listed in Block 8 of the SF-1442.
4. Payment for bond premiums in accordance with Clause 452.232-71, Progress Payments for Commercial Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization. The price of any contract awarded from this RFQ will not be increased to accommodate a contractor's failure to account for bonding premiums in their quote.
5. Quantities for aggregate are compacted in place volumes.
6. The official source of information about this solicitation is sam.gov. If you obtained these materials from any other source, search for solicitation 12445527Q0001, on sam.gov, to make sure you have the most current information before contacting the contract specialist with any questions.
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