C04_Attachment 1- Schedule of Items_Phase 2.xlsx
XLSX spreadsheet 24 KB Posted
- Solicitation number
- 12445226Q0033
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items attachment for Phase 2 of the Multiple Trail Bridges Replacement Project, a commercial items Request for Quotation issued by the Department of Agriculture Forest Service for the Chattooga River Ranger District of the Chattahoochee-Oconee National Forest.
The solicitation (12445226Q0033) is a Total Small Business Set-Aside with a $45,000,000 small business size standard threshold, classified under NAICS code 237310 (Highway, Street, and Bridge Construction). The project requires construction of seven new trail bridges, reconstruction of one trail embankment fill slope failure repair, and new construction of one boardwalk platform with ramp that will connect to the new Lake Russell M.P. 2.18 trail bridge. The specific schedule of items, quantities, specifications, and pricing details are contained in the referenced Excel spreadsheet attachment (C04_Attachment 1- Schedule of Items_Phase 2.xlsx), which provides the itemized breakdown of construction components and associated requirements for quotation purposes. All responsible sources, including small business concerns, are eligible to submit quotations for this acquisition.
View the file
Other files
Show all 16
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Schedule of Items
| SCHEDULE OF ITEMS |
| 2020 TROPICAL STORM ZETA'S MULTIPLE TRAIL BRIDGES REPLACEMENT PROJECT (PHASE 2) |
| PAY ITEM 15101 -- MOBILIZATION |
(1) Dicks Creek Trail Bridge M.P. 9.25
(2) Lake Russell Trail Bridge M.P. 0.10
(3) Pole Creek Trail Bridge M.P. 0.75
(4) Becky Branch Trail Embankment Fill Slope Failure Repair
(5) Becky Branch Trail Bridge M.P. 18.84
(6) Lick Log Trail Bridge M.P. 6.79
(7) Sourwood Trail Bridge M.P. 1.8
(8) Lake Russell Trail Bridge M.P. 2.18
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 15101 | Mobilization (Includes all mobilization, bonding, insurance, fire tools, equipment cleaning etc) | Lump Sum | 1 | $ - 0 | $ - 0 | |
| SUB- TOTAL PRICE | $ - 0 |
| DICKS CREEK TRAIL BRIDGE M.P. 9.25 REPLACEMENT | ||||||
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 15201.C | Construction survey and staking, method I, tolerance, Class A | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 15702.A | Silt fence (Includes installation and removal after Govt.'s Final Acceptance) | Foot | 100 | $ - 0 | $ - 0 | |
| 20431.B | Trail Embankment Construction, Compact Placement Method, FP-14 Section 204.11(A) | Cubic Yard | 59 | $ - 0 | $ - 0 | |
| 20701.C | Earthwork geosynthetics, type Class I, nonwoven, Type A | Square Yard | 100 | $ - 0 | $ - 0 | |
| 20801.C | Structure excavation, type Trail Bridge Foundation | Cubic Yard | 58 | $ - 0 | $ - 0 | |
| 25105.A | Keyed riprap, class 4 | Ton | 63 | $ - 0 | $ - 0 | |
| 25302.C | Gabions baskets, wire type 12' x 3' x 3' Welded Wire Mesh (9 gauge) w/ tie wire, stiffeners, and spirals, coating Polyvinyl Chloride (PVC) | Cubic Yard | 11 | $ - 0 | $ - 0 | |
| 30103.B | Aggregate base, grading 4" to 8" durable clean angular rock (no fines) compaction method (Machine Place Inside Gabion Baskets) | Cubic Yard | 11 | $ - 0 | $ - 0 | |
| 30104.C | Aggregate base, grading C (FP-14 Table 703-2) compaction method FP-14 Section 204.11(a)(1) | Ton | 10 | $ - 0 | $ - 0 | |
| 55702.B | Structural Timber and Lumber, 6’-9 13/16” Out-to-Out Width Glulam Stringer Trail Bridge w/ Deck Planks, Running Planks, & Handrails On Both Sides | Foot | 55 | $ - 0 | $ - 0 | |
| 62503.B | Seeding, Dry method (Refer to Subsheet D-111. Do not seed trail walking surface itself) | Square Yard | 578 | $ - 0 | $ - 0 | |
| 62506.B | Mulching, Dry method (Refer to Subsheet D-111. Do not mulch trail walking surface itself) | Square Yard | 578 | $ - 0 | $ - 0 | |
| SUB- TOTAL PRICE | $ - 0 |
| LAKE RUSSELL'S TRAIL BRIDGE M.P. 0.10 REPLACEMENT | ||||||
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 15201.F | Construction survey and staking, method I, tolerance, Class A | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 15702.D | Silt fence (Includes installation and removal after Govt.'s Final Acceptance) | Foot | 100 | $ - 0 | $ - 0 | |
| 20431.E | Trail Embankment Construction, Compact Placement Method, FP-14 Section 204.11(A) | Cubic Yard | 48 | $ - 0 | $ - 0 | |
| 20701.F | Earthwork geosynthetics, type Class I, nonwoven, Type A | Square Yard | 110 | $ - 0 | $ - 0 | |
| 20801.F | Structure excavation, type Trail Bridge Foundation | Cubic Yard | 15 | $ - 0 | $ - 0 | |
| 25105.D | Keyed riprap, class 4 | Ton | 92 | $ - 0 | $ - 0 | |
| 30104.F | Aggregate base, grading C (FP-14 Table 703-2) compaction method FP-14 Section 204.11(a)(1) | Ton | 8 | $ - 0 | $ - 0 | |
| 55201.C | Structural concrete, Class A(AE) | Cubic Yard | 8 | $ - 0 | $ - 0 | |
| 55401.C | Reinforcing steel, #4 #5 | Pound | 1730 | $ - 0 | $ - 0 | |
| 55702.E | Structural Timber and Lumber, 4’-4 1/8” Out-to-Out Width Glulam Stringer Trail Bridge w/ Deck Planks, Running Planks, & Handrails On Both Sides | Foot | 58 | $ - 0 | $ - 0 | |
| 62503.E | Seeding, Dry method (Refer to Subsheet D-111. Do not seed trail walking surface itself) | Square Yard | 68 | $ - 0 | $ - 0 | |
| 62506.E | Mulching, Dry method (Refer to Subsheet D-111. Do not mulch trail walking surface itself) | Square Yard | 68 | $ - 0 | $ - 0 | |
| SUB- TOTAL PRICE | $ - 0 |
| POLE CREEK TRAIL BRIDGE M.P. 0.75 REPLACEMENT | ||||||
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 15201.E | Construction survey and staking, method I, tolerance, Class A | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 15702.C | Silt fence (Includes installation and removal after Govt.'s Final Acceptance) | Foot | 100 | $ - 0 | $ - 0 | |
| 20302.A | Removal of 20' Span x 24" Wide Wooden Log Bridge, disposal method, Legally Off National Forest Lands | Each | 1 | $ - 0 | $ - 0 | |
| 20431.D | Trail Embankment Construction, Compact Placement Method, FP-14 Section 204.11(A) | Cubic Yard | 22 | $ - 0 | $ - 0 | |
| 20701.E | Earthwork geosynthetics, type Class I, nonwoven, Type A | Square Yard | 70 | $ - 0 | $ - 0 | |
| 20801.E | Structure excavation, type Trail Bridge Foundation | Cubic Yard | 26 | $ - 0 | $ - 0 | |
| 25105.C | Keyed riprap, class 4 | Ton | 48 | $ - 0 | $ - 0 | |
| 25302.D | Gabions basket, wire type 12' x 3' x 3' Welded Wire Mesh (9 gauge) w/ tie wire, stiffeners, and spirals, coating Polyvinyl Chloride (PVC) | Cubic Yard | 8 | $ - 0 | $ - 0 | |
| 30103.C | Aggregate base, grading 4" to 8" durable clean angular rock (no fines) compaction method (Machine Place Inside Gabion Baskets) | Cubic Yard | 8 | $ - 0 | $ - 0 | |
| 30104.E | Aggregate base, grading C (FP-14 Table 703-2) compaction method FP-14 Section 204.11(a)(1) | Ton | 9 | $ - 0 | $ - 0 | |
| 55702.D | Structural Timber and Lumber, 6’-9 13/16” Out-to-Out Width Glulam Stringer Trail Bridge w/ Deck Planks, Running Planks, & Handrails On Both Sides | Foot | 30 | $ - 0 | $ - 0 | |
| 62503.D | Seeding, Dry method (Refer to Subsheet D-111. Do not seed trail walking surface itself) | Square Yard | 804 | $ - 0 | $ - 0 | |
| 62506.D | Mulching, Dry method (Refer to Subsheet D-111. Do not mulch trail walking surface itself) | Square Yard | 804 | $ - 0 | $ - 0 | |
| SUB- TOTAL PRICE | $ - 0 |
| BECKY BRANCH EMBANKMENT FAILURE | ||||||
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 15201.A | Construction survey and staking, method I, tolerance, Class A | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 20305.A.1 | Removal of Structure Excavation, Disposal Method Legally off Govt. Lands | Cubic Yard | 90 | $ - 0 | $ - 0 | |
| 20701.A | Earthwork geosynthetics, type Class I, nonwoven, Type A | Square Yard | 400 | $ - 0 | $ - 0 | |
| 20801.A | Structure excavation, type Gabion Basket Foundation | Cubic Yard | 90 | $ - 0 | $ - 0 | |
| 25105.A.1 | Keyed riprap, class 2 | Ton | 52 | $ - 0 | $ - 0 | |
| 25302.A | Gabions basket, wire type 12' x 3' x 3' Welded Wire Mesh (9 gauge) w/ tie wire, stiffeners, and spirals, coating Polyvinyl Chloride (PVC) | Cubic Yard | 32 | $ - 0 | $ - 0 | |
| 25302.B | Gabions basket, wire type 12' x 3' x 1.5' Welded Wire Mesh (9 gauge) w/ tie wire, stiffeners, and spirals, coating Polyvinyl Chloride (PVC) | Cubic Yard | 4 | $ - 0 | $ - 0 | |
| 30103.A | Aggregate base, grading 4" to 8" durable clean angular rock (no fines) compaction method (Machine Place Inside Gabion Baskets) | Cubic Yard | 47 | $ - 0 | $ - 0 | |
| 30104.A | Aggregate base, grading C (FP-14 Table 703-2) compaction method FP-14 Section 204.11(a)(1) | Ton | 75 | $ - 0 | $ - 0 | |
| 55601.A | Trail Guardrail, Type Trail Guardrail with galvanized Steel Tubing Railing, Galvanized Flange connectors, and Reinforced Concrete Column Post and fasteners. | Foot | 32 | $ - 0 | $ - 0 | |
| 60501.A | Standard Underdrain System | Foot | 100 | $ - 0 | $ - 0 | |
| SUB- TOTAL PRICE | $ - 0 |
| BECKY BRANCH TRAIL BRIDGE M.P. 18.84 REPLACEMENT | ||||||
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 15201.B | Construction survey and staking, method I, tolerance, Class A | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 20305.B.1 | Removal of Structure Excavation, Disposal Method Legally off Govt. Lands | Cubic Yard | 7 | $ - 0 | $ - 0 | |
| 20431.A | Trail Embankment Construction, Compact Placement Method, FP-14 Section 204.11(A) | Cubic Yard | 20 | $ - 0 | $ - 0 | |
| 20701.B | Earthwork geosynthetics, type Class I, nonwoven, Type A | Square Yard | 80 | $ - 0 | $ - 0 | |
| 20801.B | Structure excavation, type Trail Bridge Foundation | Cubic Yard | 7 | $ - 0 | $ - 0 | |
| 25108.A | Grouted riprap, class 3 | Ton | 72 | $ - 0 | $ - 0 | |
| 30104.B | Aggregate base, grading C (FP-14 Table 703-2) compaction method FP-14 Section 204.11(a)(1) | Ton | 10 | $ - 0 | $ - 0 | |
| 55201.A | Structural concrete, Class A(AE) | Cubic Yard | 6 | $ - 0 | $ - 0 | |
| 55401.A | Reinforcing steel, #4 & #5 | Pound | 820 | $ - 0 | $ - 0 | |
| 55702.A | Structural Timber and Lumber, 4’-4 1/8” Out-to-Out Width Glulam Stringer Trail Bridge w/ Deck Planks, Running Planks, & Handrails On Both Sides | Foot | 40 | $ - 0 | $ - 0 | |
| 62503.A | Seeding, Dry method (Refer to Subsheet D-111. Do not seed trail walking surface itself) | Square Yard | 112 | $ - 0 | $ - 0 | |
| 62506.A | Mulching, Dry method (Refer to Subsheet D-111. Do not mulch trail walking surface itself) | Square Yard | 112 | $ - 0 | $ - 0 | |
| SUB- TOTAL PRICE | $ - 0 |
| LICK LOG TRAIL BRIDGE M.P. 6.79 REPLACEMENT | ||||||
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 15201.D | Construction survey and staking, method I, tolerance, Class A | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 15702.B | Silt fence (Includes installation and removal after Govt.'s Final Acceptance) | Foot | 100 | $ - 0 | $ - 0 | |
| 20431.C | Trail Embankment Construction, Compact Placement Method, FP-14 Section 204.11(A) | Cubic Yard | 51 | $ - 0 | $ - 0 | |
| 20701.D | Earthwork geosynthetics, type Class I, nonwoven, Type A | Square Yard | 70 | $ - 0 | $ - 0 | |
| 20801.D | Structure excavation, type Trail Bridge Foundation | Cubic Yard | 28 | $ - 0 | $ - 0 | |
| 25105.B | Keyed riprap, class 4 | Ton | 86 | $ - 0 | $ - 0 | |
| 30104.D | Aggregate base, grading C (FP-14 Table 703-2) compaction method FP-14 Section 204.11(a)(1) | Ton | 11 | $ - 0 | $ - 0 | |
| 55201.B | Structural concrete, Class A(AE) | Cubic Yard | 10 | $ - 0 | $ - 0 | |
| 55401.B | Reinforcing steel, #4 & #5 | Pound | 1200 | $ - 0 | $ - 0 | |
| 55702.C | Structural Timber and Lumber, 6’-9 13/16” Out-to-Out Width Glulam Stringer Trail Bridge w/ Deck Planks, Running Planks, & Handrails On Both Sides | Foot | 70 | $ - 0 | $ - 0 | |
| 60410.A | Remove and reset existing 9' Length x 5' Wide x 3.5' depth Earth Berms | Each | 20 | $ - 0 | $ - 0 | |
| 62503.C | Seeding, Dry method (Refer to Subsheet D-111. Do not seed trail walking surface itself) | Square Yard | 1000 | $ - 0 | $ - 0 | |
| 62506.C | Mulching, Dry method (Refer to Subsheet D-111. Do not mulch trail walking surface itself) | Square Yard | 1000 | $ - 0 | $ - 0 | |
| SUB- TOTAL PRICE | $ - 0 |
| SOURWOOD TRAIL BRIDGE M.P. 1.8 REPLACEMENT | ||||||
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 15201.H | Construction survey and staking, method I, tolerance, Class A | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 15702.F | Silt fence (Includes installation and removal after Govt.'s Final Acceptance) | Foot | 100 | $ - 0 | $ - 0 | |
| 20302.B | Removal of 24' Span x 41" Wide Steel I-Beam Trail Bridge, disposal method, Legally Off National Forrest Lands. | Each | 1 | $ - 0 | $ - 0 | |
| 20431.F | Trail Embankment Construction, Compact Placement Method, FP-14 Section 204.11(A) | Cubic Yard | 30 | $ - 0 | $ - 0 | |
| 20701.H | Earthwork geosynthetics, type Class I, nonwoven, Type A | Square Yard | 90 | $ - 0 | $ - 0 | |
| 20801.H | Structure excavation, type Trail Bridge Foundation | Cubic Yard | 40 | $ - 0 | $ - 0 | |
| 25106.F | Keyed riprap, class 4 | Ton | 57 | $ - 0 | $ - 0 | |
| 25302.F | Gabions baskets, wire type 9' x 3' x 3' Welded Wire Mesh (9 gauge) w/ tie wire, stiffeners, and spirals, coating Polyvinyl Chloride (PVC) | Cubic Yard | 8 | $ - 0 | $ - 0 | |
| 30103.E | Aggregate base, grading 4" to 8" durable clean angular rock (no fines) compaction method (Machine Place Inside Gabion Baskets) | Cubic Yard | 8 | $ - 0 | $ - 0 | |
| 30104.H | Aggregate base, grading C (FP-14 Table 703-2) compaction method FP-14 Section 204.11(a)(1) | Ton | 14 | $ - 0 | $ - 0 | |
| 55702.G | Structural Timber and Lumber, 4’-4 1/8” Out-to-Out Width Glulam Stringer Trail Bridge w/ Deck Planks, Running Planks, & Handrails On Both Sides | Foot | 51 | $ - 0 | $ - 0 | |
| 62503.G | Seeding, Dry method (Refer to Subsheet D-111. Do not seed trail walking surface itself) | Square Yard | 608 | $ - 0 | $ - 0 | |
| 62506.G | Mulching, Dry method (Refer to Subsheet D-111. Do not mulch trail walking surface itself) | Square Yard | 608 | $ - 0 | $ - 0 | |
| SUB- TOTAL PRICE | $ - 0 |
| LAKE RUSSELL'S TRAIL BRIDGE M.P. 2.18 REPLACEMENT | ||||||
| PAY ITEM | DESCRIPTION | PAY UNIT | EST. | |||
| QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 15201.G | Construction survey and staking, method I, tolerance, Class A (Includes construction staking out 203 L.F. of trail centerline horizontal alignment with trail finished grades, (1) culvert inlet and outlet inverts, all four bottom of footing corners of each of the three (3) reinforced concrete abutments, and all drilled shafts) | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 15702.E | Silt fence (Includes installation and removal after Govt.'s Final Acceptance) | Foot | 720 | $ - 0 | $ - 0 | |
| 15705 | Soil Erosion Control, (3) - 48" Diameter Temporary Culvert Pipe (Includes Furnishing and Installation of Three (3) Individual 48" Daimeters x 22-L.F. Each AASHTO HDPE Duall Wall Pipes. Also Includes Removal and Reshaping to Existing Conditions) | Foot | 66 | $ - 0 | $ - 0 | |
| 20103 | Clearing & Grubbing, disposal method, Scatter On Site (In Neat Manner. Do Not Pile Debris, Limbs, Top Soils, or Vegetation) (Includes Clearing & Grubbing a Depth of 6-Inches for 200-feet x 6'-0" wide of Trail Reconstruction & 66-feet x 6'-0" Wide for Boardwalk and Boardwalk Platform) | Square Yard | 180 | $ - 0 | $ - 0 | |
| 20220 | Removal, Individual 14-inch Diameter Rotten Tree, disposal method, Scatter On Site (Perpendicular To Fill Slope on Downhill Side) | Each | 1 | $ - 0 | $ - 0 | |
| 20305.A | Removal of Excessive Structure Excavation Material, disposal method, Legally Off National Forest Lands | Cubic Yard | 47 | $ - 0 | $ - 0 | |
| 20701.G | Earthwork geosynthetics, type Class I, nonwoven, Type A (Shall Be Placed Beneath All Abutments Riprap, Creek Bank Riprap (Both Sides), and Shafts Riprap) | Square Yard | 133 | $ - 0 | $ - 0 | |
| 20701.H | Earthwork geosynthetics, type B4 Biaxial Geogrid (Includes Furnishing and Placement in 30-Ft Trail Access Segment) | Square Yard | 30 | $ - 0 | $ - 0 | |
| 20801.G | Structure excavation, type All Trail Bridge Abutments & All Drilled Shafts | Cubic Yard | 160 | $ - 0 | $ - 0 | |
| 25105.E | Keyed riprap, class 4 (Furnished and Placed in Front & Rear of Abutment #2 and Abutment #3, Around All Drilled Shafts, and Creek Bank (Both Sides) Armoring) | Ton | 121 | $ - 0 | $ - 0 | |
| 30104.G | Aggregate base, grading C (FP-14 Table 703-2) compaction method FP-14 Section 204.11(a)(1) - 6" Compacted Thickness For a Total of 220' Length x 4'-6" Wide Trail (Includes 200' of Trail and 20' at End of Boardwalk Trail Segment) | Ton | 53 | $ - 0 | $ - 0 | |
| 30104.H | Aggregate base, grading C (FP-14 Table 703-2) compaction method, FP-14 Section 204.11(a)(1) (Includes Furnishing of This Material For Backfilling of the Temporary Pipe Crossings Shown in Pay item 15705. Also Includes Removal Of This Aggregate Material After Project Final Acceptance. All Aggregate Material Removed After Pipe Removals Shall Be Used and Spread, and Compacted On All Lake Russell Trails Within This Vicinity. Using the Abutments Excavation Material for Backfilling is Prohibited Due to NEPA Environmental Reasons) | Ton | 232 | $ - 0 | $ - 0 | |
| 30104.I | Aggregate base, grading 4" to 8" durable clean angular rock Gabion Stone (No Fines) compaction method FP-14 Section 204.11(a)(1) - 18" Compacted Thickness For a Total of 30' Length x 5'-0" Wide Access Trail | Ton | 20 | $ - 0 | $ - 0 | |
| 30104.J | Aggregate base, grading C (FP-14 Table 703-2) compaction method FP-14 Section 204.11(a)(1) - 6" Compacted Thickness For a Total of 30' Length x 5'-0" Wide Access Trail | Ton | 7 | $ - 0 | $ - 0 | |
| 30104.K | Aggregate base, grading C (FP-14 Table 703-2) compaction method FP-14 Section 204.11(a)(1) - 6" Compacted Thickness Beneath All Abutment Footings | Ton | 14 | $ - 0 | $ - 0 | |
| 55201.C | Structural concrete, Class A(AE) - 4,500 PSI (Includes all Forming & False Work, All Reinforced Concrete Abutments in its Entirety, 6" Dia. Underdrain System For each Abutment, AASHTO #57 Stone Behind all Abutment Walls, all Geotextile For Each Underdrain System, All Anchor Bolts, All (9) - Individual 24" Dia. Drilled Shafts w/ Reinforcement and Concrete and Construction of Shafts etc) | Cubic Yard | 57 | $ - 0 | $ - 0 | |
| 55401.C | Reinforcing steel, #4, #5, #6, #8 (Includes all Reinforcement for all Abutments & All Drilled Shafts) | Pound | 8043 | $ - 0 | $ - 0 | |
| 55702.F | Structural Timber and Lumber (Trail Bridge) -- Each Glulam Girder Shall Have a "Camber" Based on a 900-FT Radius, 6'-2 7/16" Inside-Clear-Width Trail Bridge w/ All Glulam Stringers, All Bearing Shoes, All Bolts & Washers, All Fasteners, Diaphragms, Deck Planks, Running Planks, & Posts and Handrails On Both Sides | Foot | 115 | $ - 0 | $ - 0 | |
| 55702.G | Structural Timber and Lumber (Boardwalk & Boardwalk Platform), 6'-9 9/16" Inside-Clear-Width Boardwalk & Boardwalk Platform w/ All Glulam Stringers, All Bearing Shoes, All Bolts & Washers, All Fasteners, Diaphragms, Deck Planks, Running Planks, & Posts and Handrails On Both Sides of Boardwalk and On All Sides of Boardwalk Platform | Foot | 71 | $ - 0 | $ - 0 | |
| 60201 | 12-Inch Pipe Culvert, Type, AASHTO & ASTM Rated HDPE Duall Wall Pipe (Includes furnishing and placement within Trail Alignment) | Foot | 20 | $ - 0 | $ - 0 | |
| 62503.F | Seeding, Dry method (Refer to Subsheet C-118. Do not seed trail walking surface itself) | Square Yard | 224 | $ - 0 | $ - 0 | |
| 62506.F | Mulching, Dry method (Refer to Subsheet C-118. Do not mulch trail walking surface itself) | Square Yard | 224 | $ - 0 | $ - 0 | |
| SUB- TOTAL PRICE | $ - 0 |
PROJECT GRAND TOTAL PRICE $ - 0
File details come from the government source that posted it. Updated .