Attachment 1 Schedule of Items 260401.pdf
PDF 120 KB Posted
- Solicitation number
- 12445526B0008
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items for a construction contract for the Tea Creek Bridge over Williams River on the Monongahela National Forest. The schedule outlines 43 line items required for bridge construction and site restoration, with estimated quantities and designated pay units for each item.
The work encompasses site preparation, structural construction, and restoration activities. Site preparation includes mobilization, construction survey and staking, clearing and grubbing, and removal of the old structure. Structural work includes roadway and structural excavation, embankment construction, structural backfill, cofferdams, dewatering, and rock excavation. Bridge construction items include micropiles with load testing, furnishing pile driving equipment, structural concrete (Class A and Tremie), precast prestressed concrete box beams, epoxy coated reinforcing steel, bearing devices, post-tensioning systems, bridge railing, and guardrail systems. Additional items include riprap, aggregate base and subbase, asphalt pavement materials and milling, joint sealant and saw cutting, underdrain systems, and erosion control. Site restoration work includes placing conserved topsoil, seeding, mulching, rolled erosion control products, steel posts, and object markers. Three special pay items (SPS) for temporary construction pad and biological mitigations are included. The schedule provides columns for contractor unit pricing and total cost calculations, with fields for contractor information, point of contact, phone, email, and UEI number.
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Text version
Monongahela National Forest Tea Creek Bridge over Williams River
Schedule of Items
Line Item
Pay Item Description Pay Unit Estimated
Quantity Unit Price Total
0001 15101 Mobilization Lump Sum 1
0002 15201 Construction Survey and Staking, Method 1, Tolerance Class C
Lump Sum 1
0003 15702 Silt Sock, 8" Minimum Feet 840
0004 20102 Clearing and Grubbing, Disposal Method F
Acre
0.3
0005 20304 Removal Of Old Structure, Disposal Method A Lump Sum 1
20401 Roadway Excavation, Compaction Method B, Finishing Method A
Cubic Yard
20411 Embankment Construction, Placement Method 1
0008 20801 Structural Excavation Cubic Yard 448
0009 20803
Structural Backfill Cubic Yard
0010 20815 Cofferdams Lump Sum 1
0011 20820 Dewatering Lump Sum 1
20900 Rock Excavation Cubic Yard 20
0013 25101 Riprap, Class V, Machine Placed Cubic Yard
0014 30103 Aggregate Base, Grading D, Compaction Method D
Cubic Yard 385
0015 30107
Subbase, Grading B, Compaction Method D
0016 40312.1 Asphalt Cement, Wv Base 1 Ton 240
0017 40312.2
Asphalt Cement, Wearing Iv Ton
0018 41301 Asphalt Pavement Milling Square Yard 1127
0019 41403 Joint Sealant, Hot Poured Rubber
Feet 37
0020 41406 Saw Cutting and Joint Sealing Feet 36
0021 55103 Micropile, Load Test Each 2
0022 55151 Furnishing Pile Driving Equipment
0023 55201 Structural Concrete Class A Cubic Yard 184
Monongahela National Forest Tea Creek Bridge over Williams River
Schedule of Items
0024 55210 Tremie Concrete Cubic Yard 22
0025 55302 Precast, Prestressed Concrete Box Beam
Feet 720
0026 55404 Epoxy Coated Reinforcing Steel Pounds 17543
0027 55601 Bridge Railing Feet 250
0028 56401 Bearing Device Each 24
0029 56701 Micropile Feet 513
0030 58701 Post-Tensioning System Lump Sum 1
0031 60501 Underdrain System, 6 Inch Feet 100
0032 61701 Guardrail, Class I Feet 320
0033 61702 Guardrail, Flared End Terminal Each 4
0034 61706 Guardrail Anchorage Each 4
0035 62404 Placing Conserved Topsoil, 3 Inch
Square Yard 1130
0036 62503 Seeding, Hydraulic Or Dry Method
0037 62509 Mulching, Hydraulic Or Dry Method
0038 62901 Rolled Erosion Control Product, Type 2.D
Square Yard 1130
0039 63305 Post, Steel, 3 Lb Feet 52
0040 63306 Object Markers, Type 3 Each 4
0041 63501 Temporary Traffic Control Lump Sum 1
0042 SPS Temporary Construction Pad Lump Sum 1
0043 SPS Biological Mitigations Lump Sum 1
TOTAL
Contractor___________________________
POC
Phone _______________________________
UEI
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