BRFB_SOI_05102022 bid verification.xlsx
XLSX spreadsheet 19 KB Posted
- Solicitation number
- 12445222B0002
- Issued by
-
Department of Agriculture Forest Service
About this file
This solicitation involves a bridge replacement and road reconditioning project on National Forest System lands. The scope of work includes replacing an existing 200-foot-long two-lane bridge over Bald River Falls with a new 170-foot-long two-span structure with sidewalk and observation deck, as well as clearing, grubbing, guardrail installation and paving. Reconditioning activities will be performed on NFSR 35 to prepare it for use as a detour route during bridge construction, such as clearing, excavation, culvert work and paving. Ongoing maintenance of the detour routes on NFSRs 216, 217 and 35 is also required and includes weekly inspections, grading, mowing, culvert cleaning and snow plowing through the life of the project closure. The solicitation is issued by the US Department of Agriculture Forest Service for a project with a construction value between $5-10 million located in Tellico Plains, Tennessee. Responses are due by the date and time specified in the solicitation document.
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Table 1
| Schedule of Items | ||||||||||||
| IGE | ADAMS | Stampede | ||||||||||
| Bridge Construction | Road No. | 210 | Road No. | 210 | Road No. | 210 | ||||||
| Item | ||||||||||||
| Number | Description | Method of | ||||||||||
| Meas. | Unit | Quantity | Unit Price | Total | ||||||||
| 15101 | Mobilization | LS | All | $306,632.37 | $306,632.37 | $1,400,000.00 | $1,400,000.00 | $584,025.36 | $584,025.36 | |||
| 15201 | Construction Survey And Staking | LS | All | $12,500.00 | $12,500.00 | $50,000.00 | $50,000.00 | $65,976.85 | $65,976.85 | |||
| 15701 | Erosion Control | LS | All | $14,500.00 | $14,500.00 | $80,000.00 | $80,000.00 | $106,780.60 | $106,780.60 | |||
| 20101 | Clearing And Grubbing, Disposal Method (a) | ACRE | 0.1 | $35,000.00 | $3,500.00 | $500,000.00 | $50,000.00 | $117,824.64 | $11,782.46 | |||
| 20301 | Removal Of Existing Structure, Disposal Method | |||||||||||
| (a) | LS | All | $196,395.00 | $196,395.00 | $550,000.00 | $550,000.00 | $739,774.87 | $739,774.87 | ||||
| 20401 | Excavation And Embankment (Roadway | |||||||||||
| Grading), Compaction Method 2 | LS | All | $21,750.00 | $21,750.00 | $100,000.00 | $100,000.00 | $60,279.48 | $60,279.48 | ||||
| 20801 | Structure Excavation | LS | All | $136,280.00 | $136,280.00 | $300,000.00 | $300,000.00 | $1,010,600.26 | $1,010,600.26 | |||
| 25101 | Placed Rip Rap (Class 1) | TON | 10 | $70.00 | $700.00 | $250.00 | $2,500.00 | $224.84 | $2,248.45 | |||
| 25102 | Placed Rip Rap (Class 5) | TON | 1500 | $62.72 | $94,080.00 | $100.00 | $150,000.00 | $217.23 | $325,838.70 | |||
| 25601 | Rock Anchors | LS | All | $239,902.50 | $239,902.50 | $350,000.00 | $350,000.00 | $70,375.31 | $70,375.31 | |||
| 30201 | Minor Crushed Aggregate, Grading C | TON | 50 | $50.00 | $2,500.00 | $100.00 | $5,000.00 | $122.53 | $6,126.69 | |||
| 40301 | Asphalt Base Course (Tdot Type A Mix) | TON | 280 | $153.00 | $42,840.00 | $350.00 | $98,000.00 | $526.30 | $147,364.91 | |||
| 40302 | Asphalt Surface Course (Tdot Type D Mix) | TON | 290 | $163.80 | $47,502.00 | $400.00 | $116,000.00 | $631.56 | $183,153.53 | |||
| 40303 | Asphalt Binder (Tdot Pg 64-22) | CQ | TON | 30 | $726.00 | $21,780.00 | $1,700.00 | $51,000.00 | $2,966.44 | $88,993.10 | ||
| 41301 | Asphalt Pavement Milling (0"-2") | CQ | SY | 210 | $32.00 | $6,720.00 | $170.00 | $35,700.00 | $267.94 | $56,266.60 | ||
| 41801 | Asphalt Concrete Pavement Patching | CQ | TON | 100 | $192.00 | $19,200.00 | $600.00 | $60,000.00 | $1,033.47 | $103,346.82 | ||
| 55201 | Structural Concrete, Class A(AE) | CY | 477 | $1,280.86 | $610,967.84 | $2,250.00 | $1,073,250.00 | $2,182.35 | $1,040,981.58 | |||
| 55301 | Prestressed Concrete Box Beams | CQ | LF | 2125 | $430.42 | $914,631.88 | $850.00 | $1,806,250.00 | $598.98 | $1,272,832.56 | ||
| 55402 | Reinforcing Steel - Epoxy Coated | CQ | LB | 19144 | $2.64 | $50,540.16 | $2.50 | $47,860.00 | $4.46 | $85,411.72 | ||
| 55403 | Reinforcing Steel - Uncoated (Bridge) | CQ | LB | 62219 | $1.59 | $98,928.21 | $2.25 | $139,992.75 | $5.64 | $351,162.17 | ||
| 55601 | Anodized Double Faced One Bar Metal Rail | LF | 194 | $458.16 | $88,883.04 | $550.00 | $106,700.00 | $944.31 | $183,196.24 | |||
| 55602 | Anodized One Bar Metal Rail | LF | 170 | $300.09 | $51,015.30 | $500.00 | $85,000.00 | $967.43 | $164,463.94 | |||
| 55603 | Steel Pedestrian Rail | LF | 169 | $496.00 | $83,824.00 | $1,000.00 | $169,000.00 | $1,415.99 | $239,302.38 | |||
| 56401 | Bearing Devices | LS | All | $15,082.50 | $15,082.50 | $15,000.00 | $15,000.00 | $16,270.69 | $16,270.69 | |||
| 60101 | Minor Concrete Structures | CY | 20 | $850.00 | $17,000.00 | $2,500.00 | $50,000.00 | $11,930.51 | $238,610.23 | |||
| 60501 | Abutment Backfill System, Compaction Method 1 | CQ | LS | All | $154,285.00 | $154,285.00 | $300,000.00 | $300,000.00 | $972,883.18 | $972,883.18 | ||
| 61701 | Steel Backed Timber Guardrail | LF | 150 | $75.50 | $11,325.00 | $190.00 | $28,500.00 | $812.83 | $121,924.38 | |||
| 61702 | Steel Backed Timber Guardrail Tl-2 Structure | |||||||||||
| Transition | EACH | 2 | $9,737.50 | $19,475.00 | $10,000.00 | $20,000.00 | $18,385.56 | $36,771.11 | ||||
| 61703 | Tl-2 End Terminal For Steel Backed Timber G/R | EACH | 2 | $7,950.00 | $15,900.00 | $11,000.00 | $22,000.00 | $20,320.88 | $40,641.75 | |||
| 61901 | Gates | EACH | 2 | $4,750.00 | $9,500.00 | $10,000.00 | $20,000.00 | $9,148.79 | $18,297.58 | |||
| 61902 | Bollard Posts | EACH | 7 | $425.00 | $2,975.00 | $2,500.00 | $17,500.00 | $2,464.39 | $17,250.74 | |||
| 62001 | Stone Veneer For Pedestrian Rail | LS | All | $53,160.00 | $53,160.00 | $190,000.00 | $190,000.00 | $119,593.18 | $119,593.18 | |||
| 62501 | Turf Establishment (Permanent) | ACRE | 1 | $3,181.25 | $3,181.25 | $15,000.00 | $15,000.00 | $5,480.94 | $5,480.94 | |||
| 63501 | Temporary Traffic Control | LS | All | $5,500.00 | $5,500.00 | $25,000.00 | $25,000.00 | $59,788.87 | $59,788.87 | |||
| Total Bridge Construction | $3,372,956.05 | $7,529,252.75 | $8,547,797.23 | |||||||||
| NFSR 35 Reconditioning | NFSR 35 | |||||||||||
| Item | ||||||||||||
| Number | Description | Method of | ||||||||||
| Meas. | Unit | Quantity | Unit Price | Total | ||||||||
| 15101 | Mobilization | LS | All | $70,518.70 | $70,518.70 | $250,000.00 | $250,000.00 | $157,507.02 | $157,507.02 | |||
| 15701 | Soil and Erosion Control | LS | All | $5,500.00 | $5,500.00 | $25,000.00 | $25,000.00 | $17,729.17 | $17,729.17 | |||
| 15901 | Reconstruction Staking | MI | 0.78 | $3,000.00 | $2,340.00 | $12,500.00 | $9,750.00 | $30,844.65 | $24,058.83 | |||
| 20101 | Clearing and grubbing, disposal method logs "i", | |||||||||||
| tops & limbs "g", stumps "l" | MI | 0.78 | $4,500.00 | $3,510.00 | $200,000.00 | $156,000.00 | $59,530.88 | $46,434.09 | ||||
| 20301 | Removal of Obstructions, Culverts, Disposal | |||||||||||
| Method A | EA | 6 | $250.00 | $1,500.00 | $1,800.00 | $10,800.00 | $4,514.10 | $27,084.60 | ||||
| 20406 | Roadway Excavation, Streambank Protection | CQ | CY | 30 | $45.00 | $1,350.00 | $95.00 | $2,850.00 | $120.33 | $3,609.93 | ||
| 20451 | Roadway Excavation, Deep Patch. NFSR 35 MP | |||||||||||
| 0.140 | LS | All | $26,500.00 | $26,500.00 | $60,000.00 | $60,000.00 | $82,202.92 | $82,202.92 | ||||
| 20452 | Roadway Excavation, Deep Patch. NFSR 35 MP | |||||||||||
| 0.185 | LS | All | $79,000.00 | $79,000.00 | $185,000.00 | $185,000.00 | $276,730.49 | $276,730.49 | ||||
| 20453 | Roadway Excavation, Deep Patch. NFSR 35 MP 0.572 | LS | All | $4,000.00 | $4,000.00 | $10,000.00 | $10,000.00 | $6,650.34 | $6,650.34 | |||
| 25102 | Placed Riprap, Class 3 | CQ | CY | 40 | $60.00 | $2,400.00 | $175.00 | $7,000.00 | $331.84 | $13,273.67 | ||
| 30101 | Aggregate base, Grading 'C', compaction method B | Ton | 640 | $37.50 | $24,000.00 | $110.00 | $70,400.00 | $101.34 | $64,857.41 | |||
| 30301 | Roadway Reconditioning, Compaction Method B | CQ | MI | 0.1 | $2,100.00 | $210.00 | $210,000.00 | $21,000.00 | $95,073.22 | $9,507.32 | ||
| 30302 | Ditch Reconditioning | CQ | MI | 0.78 | $900.00 | $702.00 | $40,000.00 | $31,200.00 | $254,244.80 | $198,310.94 | ||
| 30308 | Roadway Pulverizing, 4" Depth Reclamation | CQ | MI | 0.78 | $12,500.00 | $9,750.00 | $250,000.00 | $195,000.00 | $262,454.78 | $204,714.73 | ||
| 40301 | Asphalt Concrete, TN State DOT, Type I, NFSR | |||||||||||
| 35 3" Overlay | Ton | 1273 | $225.00 | $286,425.00 | $300.00 | $381,900.00 | $488.96 | $622,448.50 | ||||
| 60201 | 4' Span x 3' Height x 28' Length Concrete Box | |||||||||||
| Culvert Compaction Method B. | LS | All | $75,000.00 | $75,000.00 | $35,000.00 | $35,000.00 | $102,706.48 | $102,706.48 | ||||
| 60202 | 8' Span x 3' Height x 32' Length, 35° skew, | |||||||||||
| Concrete Box Culvert Compaction Method B. | LS | All | $85,000.00 | $85,000.00 | $45,000.00 | $45,000.00 | $145,307.74 | $145,307.74 | ||||
| 60203 | 8' Span x 3' Height x 38' Length, 30° skew, Concrete Box Culvert Compaction Method B. | LS | All | $85,000.00 | $85,000.00 | $50,000.00 | $50,000.00 | $159,039.81 | $159,039.81 | |||
| 60224 | 24" (28" x 20") CMPA, Compaction Method B | LF | 30 | $145.00 | $4,350.00 | $275.00 | $8,250.00 | $317.81 | $9,534.22 | |||
| 60225 | 30" (35" x 24") CMPA, Compaction Method B | LF | 30 | $165.00 | $4,950.00 | $300.00 | $9,000.00 | $367.55 | $11,026.46 | |||
| 63301 | Permanent Traffic Control | EA | 3 | $400.00 | $1,200.00 | $750.00 | $2,250.00 | $9,632.23 | $28,896.69 | |||
| 63501 | Temporary Traffic Control | LS | All | $2,500.00 | $2,500.00 | $20,000.00 | $20,000.00 | $14,975.87 | $14,975.87 | |||
| Total Detour Reconditioning | $775,705.70 | $1,585,400.00 | $2,226,607.23 |
| Detour Route Ongoing Maintenance | Road No. | 216/217/35 | |||||||||
| Item | |||||||||||
| Number | Description | Method of | |||||||||
| Meas. | Unit | Quantity | Unit Price | Total | Unit Price | Total | |||||
| 001-2 | Ongoing Road Maintenance, NFSR 35, 216, 217 | LS | All | $125,000.00 | $125,000.00 | $375,000.00 | $375,000.00 | $224,734.62 | $224,734.62 | ||
| Total Detour Route Ongoing Maintenance | $125,000.00 | $375,000.00 | $224,734.62 |
| TOTAL PROJECT COST $4,273,661.75 | $9,489,652.75 | $10,999,139.08 | ||
| IGE | Adams | Stampede | ||
| $125,000.00 | $375,000.00 | $224,734.62 | ||
| $775,705.70 | $1,585,400.00 | $2,226,607.23 | ||
| $3,372,956.05 | $7,529,252.75 | $8,547,797.23 | ||
| $4,273,661.75 | $9,489,652.75 | $10,999,139.08 |
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