C05_Attachment 1- Revised Schedule of Items_Phase 2.xlsx
XLSX spreadsheet 21 KB Posted
- Solicitation number
- 12445226Q0033
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items pricing document for the 2020 Tropical Storm Zeta's Multiple Trail Bridges Replacement Project (Phase 2) under USDA Forest Service solicitation 12445226Q0033. The schedule outlines detailed line items and estimated quantities for seven trail bridge replacements and one embankment repair project located in the Chattooga River Ranger District of the Chattahoochee-Oconee National Forest. The projects include replacement of bridges at Dicks Creek Trail (M.P. 9.25), Lake Russell Trail (M.P. 0.10), Pole Creek Trail (M.P. 0.75), Becky Branch Trail (M.P. 18.84), Lick Log Trail (M.P. 6.79), and Sourwood Trail (M.P. 1.8), along with repair of the Becky Branch Trail Embankment Fill Slope Failure.
The document provides detailed pay items and quantities for each location, including construction survey and staking, site restoration (silt fence, seeding, mulching), earthwork and excavation, riprap installation, gabion baskets, structural components (glulam timber stringers, concrete, reinforcing steel), and specialized trail features such as guardrails and underdrains. All unit prices and total prices appear as placeholder values ($0) awaiting offeror pricing. Common work items across multiple locations include trail embankment construction, geosynthetics installation, trail bridge foundation excavation, keyed riprap placement, and revegetation activities. The mobilization pay item is listed separately as a lump sum entry covering all mobilization, bonding, insurance, and equipment costs.
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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
| 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 |
PROJECT GRAND TOTAL PRICE $ - 0
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