J08 SOI LaMina.xlsx
XLSX spreadsheet 24 KB Posted
- Attached to
- La Mina Trail Repairs/Construction
- Solicitation number
- 12445225R0030
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a Schedule of Items (SOI) for the La Mina Trail Repairs/Construction project for the Department of Agriculture Forest Service. The comprehensive schedule details multiple construction and design requirements across various trail segments, including retaining wall structures, trail reconstruction, passing lanes, drainage crossings, stairway widening, bridge improvements, and associated work.
Key scope elements include designing and constructing retaining walls with veneer facing and trail guardrails at multiple stationing points, trail reconstruction and widening totaling 410 linear feet, 29 passing lanes with reinforced concrete surfaces, 15 drainage crossings, trail guardrail installation spanning 515 feet, stairway widening and reconstruction at several locations, a new 78-foot trail bridge, improvements to existing bridges, riprap installation, tree removal, and site restoration activities. The project involves extensive design requirements, with all design deliverables requiring 85% and 100% submissions for government review, and mandates specific technical specifications for materials, concrete work, erosion control, and historic structure protection.
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Other files
| File | Type | Posted |
|---|---|---|
| Amend 01 12445225R0030.pdf | ||
| 12445225R0030.pdf | ||
| J02 FS Supplemental Specifications.pdf | ||
| J04 Attachment Construction Experience Form.docx | DOCX document | |
| J05 Attachment Architect- Engineering Experience Form.docx | DOCX document | |
| J07 Attachment Key Personnel Resume.docx | DOCX document | |
| ATTACHMENT J01 STATMENT OF OWRK.docx | DOCX document | |
| J03 La Mina Trail Rehab - Supporting Drawings.pdf | ||
| J06 Attachment Past Performance.docx | DOCX document | |
| J09 WD PR.pdf |
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Sheet1
| SCHEDULE OF ITEMS |
| ***ALL DESIGN PAY ITEMS SHALL REQUIRE A 85% AND 100% DELIVERABLE BY THE DB CONTRACTOR (NO EXCEPTION). CONTRACTOR SHALL ALLOW 7 CALENDAR DAYS FOR GOVERNMENT REVIEW TIME OF EACH CONTRACTOR'S DESIGN DELIVERBALES. ALL CONTRACTORS 100% DESIGN DELIVERABLE SHALL BE APPROVED BY THE C.O. AND/OR DESIGNATED C.O.R. BEFORE CONSTRUCTION OF THE RESPECTIVE DESIGN CAN BE IMPLEMENTED. |
ALL RETAINING WALL, FILL SLOPES, AND CUTSLOPE TRAIL GUARDRAILS SHALL BE INCIDENTAL TO THE RETAINING WALL, FILL SLOPE, AND CUTSLOPE FAILURE REPAIRS
| Item No. | Description | Pay Unit | Est. Qty. | Unit Price | Total Price | ||
| MOBILIZATION | |||||||
| 15101 | Mobilization | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| SOIL EROSION & POLLUTION CONTROL | |||||||
| 15713 | Soil Erosion & Pollution Control (Includes all erosion control measures from mitigating sediment into river in its entirety and also includes protection of all historic structures in its entirety. Erosion Control Plan & Protection of Historic Structures Plan Required). | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| RETAINING WALL, FILL SLOPES, AND CUTSLOPE REPAIR STRUCTURES | |||||||
| 1 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 11+53.46 to 11+65.46) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 12 | $ - 0 | $ - 0 | ||
| 2 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 11+53.46 to 11+65.46) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 12 | $ - 0 | $ - 0 | ||
| 3 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail, and Stairway w/ Railings, Handrails, and Reinforced Concrete Posts For River Access, and Culvert (Stat: 15+48.10 to 16+19.10) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 71 | $ - 0 | $ - 0 | ||
| 4 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail, and Stairway w/ Railings, Handrails, and Reinforced Concrete Posts For River Access, and Culvert (Stat: 15+48.10 to 16+19.10) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 71 | $ - 0 | $ - 0 | ||
| 5 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 20+00.00 to 20+18.00) - The Proposed Wall is Next To River (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 18 | $ - 0 | $ - 0 | ||
| 6 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 20+00.00 to 20+18.00) - The Proposed Wall is Next To River (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 18 | $ - 0 | $ - 0 | ||
| 7 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 20+60.32 to 21+17.32) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 57 | $ - 0 | $ - 0 | ||
| 8 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 20+60.32 to 21+17.32) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 57 | $ - 0 | $ - 0 | ||
| 9 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 22+46.64 to 22+63.46) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 17 | $ - 0 | $ - 0 | ||
| 10 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 22+46.64 to 22+63.46) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 17 | $ - 0 | $ - 0 | ||
| 11 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 22+78.75 to 23+00.37) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 22 | $ - 0 | $ - 0 | ||
| 12 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 22+78.75 to 23+00.37) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 22 | $ - 0 | $ - 0 | ||
| 13 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 27+10.32 to 27+18.75) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 9 | $ - 0 | $ - 0 | ||
| 14 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 27+10.32 to 27+18.75) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 9 | $ - 0 | $ - 0 | ||
| 15 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 27+40.67 to 27+56.21) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 16 | $ - 0 | $ - 0 | ||
| 16 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 27+40.67 to 27+56.21) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 16 | $ - 0 | $ - 0 | ||
| 17 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 28+63.51 to 28+71.65) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 9 | $ - 0 | $ - 0 | ||
| 18 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 28+63.51 to 28+71.65) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 9 | $ - 0 | $ - 0 | ||
| 19 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 29+15.30 to 29+52.32) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 38 | $ - 0 | $ - 0 | ||
| 20 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 29+15.30 to 29+52.32) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 38 | $ - 0 | $ - 0 | ||
| 21 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 29+90.35 to 30+05.82) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 16 | $ - 0 | $ - 0 | ||
| 22 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 29+90.35 to 30+05.82) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 16 | $ - 0 | $ - 0 | ||
| 23 | Design Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 34+43.97 to 34+57.66 ) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 14 | $ - 0 | $ - 0 | ||
| 24 | Construction Of Retaining Wall Structure w/ Veneer Facing and Cap and Trail Guardrail (Stat: 34+43.97 to 34+57.66 ) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 14 | $ - 0 | $ - 0 | ||
| 25 | Design Of Retaining Wall Structure on Cutslope Side w/ Veneer Facing and Cap and Trail Guardrail (Stat: 35+12.72 to 35+42.72) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 30 | $ - 0 | $ - 0 | ||
| 26 | Construction Of Retaining Wall Structure on Cutslope Side w/ Veneer Facing and Cap and Trail Guardrail (Stat: 35+12.72 to 35+42+72) (Refer to attached red line drawings for key notes and requirements, and for wall type allowed in this segment) | Foot | 30 | $ - 0 | $ - 0 | ||
| TRAIL RECONSTRUCTION | ERROR:#REF! | ||||||
| 27 | Design Of Trail Reconstruction | Foot | 337 | $ - 0 | $ - 0 | ||
| 28 | Construction Of Trail Reconstruction (Anticipate a grand total of 487 tons of gabion rock, 100 tons Aggregate Base Grading C, 21 cubic yards of Concrete (1,134 total bags of 60-pounds concrete bags or 945 total bags of 80-pounds concrete bags), 357 cubic yards of excavation and excessive excavation material removal from project site to an approved legal landfill, and 824 Square Yards of Geotextile, and 10 tons of angular stone for concrete finished surface embedment) | Foot | 337 | $ - 0 | $ - 0 | ||
| 29 | Design Of Trail Widening | Foot | 73 | $ - 0 | $ - 0 | ||
| 30 | Construction Of Trail Widening (Anticipate a grand total of 37 tons of gabion rock, 17 tons Aggregate Base Grading C, 5 cubic yards of Concrete (270 total bags of 60-pounds concrete bags or 225 total bags of 80-pounds concrete bags), 46 cubic yards of excavation and excessive excavation material removal from project site to an approved legal landfill, and 138 Square Yards of Geotextile, and 1.5 tons of angular stone for concrete finished surface embedment) | Foot | 73 | $ - 0 | $ - 0 | ||
| PASSING LANES | |||||||
| 31 | Design Of Passing Lane with Angular Stone Embedded in 4" Depth Reinforced Concrete Walking Surface with a Reinforced Concrete Box Culvert Beneath It and riprap at inlet & outlet invert. The Reinforced Concrete Box Culvert Length is For the Full Length of the Passing Lane | Each | 29 | $ - 0 | $ - 0 | ||
| 32 | Construction Of Passing Lane with Angular Stone Embedded in 4" Depth Reinforced Concrete Walking Surface with a Reinforced Concrete Box Culvert Beneath It For Drainage and riprap at inlet & outlet invert. The Reinforced Concrete Box Culvert Length is For the Full Length of the Passing Lane (Anticipate a grand total of about 63 cubic yards of excavation & 63 cubic yards of excessive excavation removal from project site. Also anticipate a grand total of about 13 cubic yards of concrete for the (29)-finished passing lanes concrete surfacing and a grand total of 50 cubic yards of concrete for the reinforced concrete box culverts. That's about 3,402 total 60-pounds concrete bags or 2,835 total of 80-pounds concrete bags. Also includes a grand total of 3,836 pounds of #4 rebar for the box culverts beneath the passing lanes. A grand total of 8 tons of cleaned washed aggregate to embeded into the concrete surface. Anticipate a grand total of 144 tons of Aggregate base Grading C for the passing lane embankment build-up, 6" bedding beneath box culvert and 6" compaction beneath finished concrete surface. Also includes 116 tons of Class 2 Riprap & 174 SY of geotextile) | Each | 29 | $ - 0 | $ - 0 | ||
| DRAINAGE CROSSINGS | |||||||
| 33 | Design Of Reinforced Concrete Drainage Crossing with Angular Stone Embedded in 4" Depth Reinforced Concrete Walking Surface with veneer installed on facing, sides, and top beyond the culvert fill slope hinge point and riprap at inlet & outlet invert with geotextile | Each | 15 | $ - 0 | $ - 0 | ||
| 34 | Construction Of Reinforced Concrete Drainage Crossing with Angular Stone Embedded in 4" Depth Reinforced Concrete Walking Surface with veneer installed on facing, sides, and top beyond the culvert fill slope hinge point and riprap at inlet & outlet invert with geotextile (Includes tearing out and removing existing drainage in its entirety and diposing off govt. lands as completed by the previous vendor. Also includes constructing new 4-sided reinforced concrete drainage construction in undisturbed location. Anticipate a grand total of about 48 cubic yards of excavation & 48 cubic yards of excessive excavation removal from project site, 25 cubic yards of concrete for the (15)-reinforced concrete box culverts. That's about 1,350 total 60-pounds concrete bags or 1,125 total of 80-pounds concrete bags. Also includes a grand total of 2,566 pounds of #4 rebar for the box culverts. A grand total of 4 tons of cleaned washed aggregate to embeded into the concrete surface. Also anticipate a grand total of 34 tons of Aggregate base Grading C for 6" bedding beneath box culvert and 6" above culvert assumign culvert is buried. Also includes 64 tons of Class 2 Riprap & 100 SY of geotextile) | Each | 15 | $ - 0 | $ - 0 | ||
| TRAIL GUARDRAIL | |||||||
| 35 | Guardrail system, type Trail Guard Railing w/ Reinforced Concrete | ||||||
| Post Constructed at 5'-0" On Center on Left Side of Trail (Excluding all fill slopes failure repairs, stairways, and excluding all trail bridges) | Foot | 515 | $ - 0 | $ - 0 | |||
| STAIRWAY WIDENING (STAIRWAY SPECIAL DESIGN & CONSTRUCTION) | |||||||
| 36 | Design, of 2'-6" Stairway Widening (Stat: 26+68.31 to 27+10.32) (Includes widening existing stairway an additional 2'-6" wide with new finished concrete surface w/ embedded stone and new handrails and posts. Also includes protecting historic CCC stairway. All structural analysis, topographic survey, structural calculations, geotechnical report, and scour analysis is 100% responsibility of the DB Contractor and their respective P.E. Engineer on record) | Foot | 42 | $ - 0 | $ - 0 | ||
| 37 | Construction, of Design 2'-6" Stairway Widening (Stat: 26+68.31 to 27+10.32) (Includes widening existing stairway an additional 2'-6" wide with new finished concrete surface w/ embedded stone and new handrails and posts. Also includes protecting historic CCC stairway, construction surveying and staking etc) | Foot | 42 | $ - 0 | $ - 0 | ||
| 38 | Design, of 3'-0" Stairway Widening (Stat: 35+41.81 to 35+96.40 ) (Includes widening existing stairway an additional 3'-0" wide with new finished concrete surface w/ embedded stone and new handrails and posts. Also includes protecting historic CCC stairway. All structural analysis, topographic survey, structural calculations, and geotechnical report is 100% responsibility of the DB Contractor and their respective P.E. Engineer on record) | Foot | 55 | $ - 0 | $ - 0 | ||
| 39 | Construction, of Design 3'-0" Stairway Widening (Stat: 35+41.81 to 35+96.40 (Includes widening existing stairway an additional 3'-0" wide with new finished concrete surface w/ embedded stone and new handrails and posts. Also includes protecting historic CCC stairway, construction surveying and staking etc) | Foot | 55 | $ - 0 | $ - 0 | ||
| 40 | Design, of 1'-6" Stairway Widening (Stat: 36+46.92 to 37+23.13) (Includes widening existing stairway an additional 1'-6" wide with new finished concrete surface w/ embedded stone and new handrails and posts. Also includes protecting historic CCC stairway. All structural analysis, topographic survey, structural calculations, and geotechnical report is 100% responsibility of the DB Contractor and their respective P.E. Engineer on record) | Foot | 77 | $ - 0 | $ - 0 | ||
| 41 | Construction, of Design 1'-6" Stairway Widening (Stat: 36+46.92 to 37+23.13) (Includes widening existing stairway an additional 1'-6" wide with new finished concrete surface w/ embedded stone and new handrails and posts. Also includes protecting historic CCC stairway, construction surveying and staking etc) | Foot | 77 | $ - 0 | $ - 0 | ||
| 42 | Design, of 2'-0" Stairway Widening (Stat: 37+68.80 to 37+80.70) (Includes widening existing stairway an additional 2'-0" wide with new finished concrete surface w/ embedded stone and new handrails and posts. Also includes protecting historic CCC stairway. All structural analysis, topographic survey, structural calculations, and geotechnical report is 100% responsibility of the DB Contractor and their respective P.E. Engineer on record) | Foot | 12 | $ - 0 | $ - 0 | ||
| 43 | Construction, of Design 1'-6" Stairway Widening (Stat: 37+68.80 to 37+80.70) (Includes widening existing stairway an additional 2'-0" wide with new finished concrete surface w/ embedded stone and new handrails and posts. Also includes protecting historic CCC stairway, construction surveying and staking etc) | Foot | 12 | $ - 0 | $ - 0 | ||
| 44 | Design, of Reinforced Concrete Post with Footings, Railings and Handrails to Bridge #11 Access to River (Includes PE design to provide reinforced concrete posts with anchoring, railings, handrails, and footings to river access located at Bridge #11 as designed by DB P.E. Engineer. All structural analysis, topographic survey, structural calculations, and geotechnical report is 100% responsibility of the DB Contractor and their respective P.E. Engineer on record) | Foot | 26 | $ - 0 | $ - 0 | ||
| 45 | Construction, of Designed Reinforced Concrete Post with Footings, Railings and Handrails to Bridge #11 Access to River | Foot | 26 | $ - 0 | $ - 0 | ||
| STAIRWAY TO BE IMPROVED & WIDENED | |||||||
| 46 | Stairway to be Improved & Widened (Includes widening existing stairway an additional 1'-6" wide, 18"x18" footings, epoxy anchors, reinforced concrete posts, 4" compacted aggregate base, reinforcement, new 6" minimum thickness finished concrete surface w/ embedded stone and new handrails and reinforced concrete posts. Also includes protecting historic CCC stairway) | Foot | 335 | $ - 0 | $ - 0 | ||
| STAIRWAY TO BE RECONSTRUCTED | |||||||
| 47 | Stairway to be Reconstructed (Includes removing existing stairway and disposing legally at an approved landfil. Also include reconstructing new stairway to have a 5-feet wide inside-to-inside clearance, 18"x18" footings, epoxy anchors, reinforced concrete posts, 4" compacted aggregate base, reinforcement, new 6" minimum thickness finished concrete surface w/ embedded stone and new handrails and reinforced concrete posts) | Foot | 55 | $ - 0 | $ - 0 | ||
| STONE REVETMENT | |||||||
| 48 | Grouted Stone Swale Revetment (Includes furnishing, and machine placing riprap (18-inches in diameter) with grout. Grout shall be a very dark grey, almost dark blue color. Color submittal required for govt. approval. Grout shall be placed to a depth of 1/3 the size of the largest rip-rap. Rip-rap grout requirements shall comfort to the FP-14 section 725.13.) | Ton | 13 | $ - 0 | $ - 0 | ||
| TREE REMOVAL | |||||||
| 49 | Removal of 14-inch diameter tree & root wad (Located at Stat: 23+00.00), disposal method, Legally Off NF's Lands | Each | 1 | $ - 0 | $ - 0 | ||
| TRAIL BRIDGES | |||||||
| NEW BRIDGE | |||||||
| 50 | Design, of New Proposed 78'-0" Span (plus/minus 1') x 6'-0 Clear Width Reinforced Concrete and/or Prestressed Concrete Trail Bridge (Trail bridge shall be designed by P.E. Engineer licensed in PR. Trail bridge shall be designed to the requirements of AASHTO LRFD which shall include but not limited to: dynamic load allowance, resistance factors, Strength I, Strength II, Service I AASHTO LRFD Limit states, 75 years structure life, trail bridge guardrails, and designed for a minimum live load of 158 pounds square foot (psf). Design deliverable shall include DB contractor submitting to the CO a 35%, 85%, and 100% design deliverable. 35% design deliverbale shall reflect a 100% Licensed Surveyor Stamped/Sealed topographic survey, 100% H&H Analysis Report, and proposed trail bridge conceptual plan and profile reflecting the 100-Yr flood event elevation with 3-feet of freeboard. 85% design deliverbale shall reflect a 100% Stamped/Sealed Geotechnical Exploration, and 85% trail trail bridge design effort. 100% design deliverbale shall reflect 100% P.E. Stamped/Sealed structural calculations, and 100% design drawings deliverable with P.E. Stamp/Seal) | Foot | 79 | $ - 0 | $ - 0 | ||
| 51 | Construction, of New Proposed 78'-0" Span (plus/minus 1') x 6'-0 Clear Width Reinforced Concrete and/or Prestressed Concrete Trail Bridge | Foot | 79 | $ - 0 | $ - 0 | ||
| BRIDGE 2 | |||||||
| 52 | Trail Bridge Surface Improvement | Square Feet | 70 | $ - 0 | $ - 0 | ||
| BRIDGE 7 | |||||||
| 53 | Trail Bridge Guardrail Construction (Refer to Drawings Subsheet C-405 and L-907.30. Trail Bridge Guardrail shall extend beyond the start of the trail bridge abutment) | Foot | 20 | $ - 0 | $ - 0 | ||
| 54 | Trail Bridge Surface Improvement | Square Feet | 28 | $ - 0 | $ - 0 | ||
| BRIDGE 8 | |||||||
| 55 | Trail Bridge Guardrail Construction (Refer to Drawings Subsheet C-405 and L-907.30. Trail Bridge Guardrail shall extend beyond the start of the trail bridge abutment) | Foot | 28 | $ - 0 | $ - 0 | ||
| 56 | Trail Bridge Surface Improvement | Square Feet | 48 | $ - 0 | $ - 0 | ||
| BRIDGE 9 | |||||||
| 57 | Machine Furnished, Placed, and Colored Grouted Riprap, class 3 | Ton | 13.0 | $ - 0 | $ - 0 | ||
| 58 | Trail Bridge Guardrail Construction (Refer to Drawings Subsheet C-405 and L-907.30. Trail Bridge Guardrail shall extend beyond the start of the trail bridge abutment) | Foot | 28 | $ - 0 | $ - 0 | ||
| 59 | Trail Bridge Surface Improvement | Square Feet | 42 | $ - 0 | $ - 0 | ||
| BRIDGE 10 | |||||||
| 60 | Machine Furnished, Placed, and Colored Grouted Riprap, class 3 | Ton | 10.00 | $ - 0 | $ - 0 | ||
| 61 | Trail Bridge Guardrail Construction (Refer to Drawings Subsheet C-405 and L-907.30. Trail Bridge Guardrail shall extend beyond the start of the trail bridge abutment) | Foot | 22 | $ - 0 | $ - 0 | ||
| 62 | Trail Bridge Surface Improvement | Square Feet | 32 | $ - 0 | $ - 0 | ||
| BRIDGE 11 | |||||||
| 63 | Construction survey and staking, method I, tolerance B, | LS | 1 | $ - 0 | $ - 0 | ||
| 64 | Contractor testing, Trail Bridge structural concrete | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 65 | Dewatering Structures -- Installation and Removal | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 66 | Clearing and grubbing, disposal method Legally off National Forest Lands | Acre | 0.15 | $ - 0 | $ - 0 | ||
| 67 | Removal of Existing Trail Bridge Guard Railing w/ Reinforced Concrete Posts and Galvanized Railing, disposal method Legally off National Forest Lands | Foot | 120 | $ - 0 | $ - 0 | ||
| 68 | Machine Furnished, Placed, and Color Grouted Riprap, class 3 (Includes 50 square yards of geotextile) | Ton | 35 | $ - 0 | $ - 0 | ||
| 69 | Rock Bolts and Dowels | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 70 | W14x30 H Beam | Foot | 80 | $ - 0 | $ - 0 | ||
| 71 | Structural concrete, Class A, Trail Bridge substructure & superstructure (foundation, footings, existing pier repairs, encasements, new piers, abutment, columns, viewing platform deck, viewing platform deck infill, and all reinforcement in its entirety) | Cubic Yard | 12 | $ - 0 | $ - 0 | ||
| 72 | Trail Bridge Surface Improvement | Square Feet | 368 | $ - 0 | $ - 0 | ||
| 73 | Expansion Joints, Elastomeric expansion joint seal | Foot | 58 | $ - 0 | $ - 0 | ||
| 74 | Trail Bridge Guardrail Construction (Refer to Drawings Subsheet C-408 and L-907.30. Trail Bridge Guardrail shall extend beyond the start of the trail bridge abutment) | Foot | 128 | $ - 0 | $ - 0 | ||
| TREE PLANTING & MULCHING | |||||||
| 75 | Mulching, dry method | Square Yard | 400 | $ - 0 | $ - 0 | ||
| 76 | Plantings, Refer to FSSS Section 626 For Requirements | Each | 400 | $ - 0 | $ - 0 | ||
| CLEANING DEBRIS FROM TRAIL STATIONING: 5+85.22 TO 8+54.39 | |||||||
| 77 | Removing and Cleaning trail stationing 5+85.22 to 8+54.39 (270-feet)of all existing debris which include removing all plywood, 2x4 posts, boards, metals, old geotextile fabrics, pvc pipes, and removing excessive sediment material and disposing legally at an approved landfill. Also includes installing, 100% biogradable erosion control blankets (plastic free) on existing disturb slope | Foot | 270 | $ - 0 | $ - 0 | ||
| SUBTOTAL PRICE | $ - 0 | ||||||
| $ - 0 |
File details come from the government source that posted it. Updated .