Bid tab~6.xlsx
XLSX spreadsheet 21 KB Posted
- Solicitation number
- S-DASOBO-00008983
- Issued by
- Marion County, Oregon
About this file
This is a bid tab document for an Invitation to Bid (ITB No. S-10900-00008984) issued by a state or local airport authority on March 7, 2024, for Runway 2-20 Pavement Rehabilitation and Associated Improvements. The project encompasses runway construction, airport beacon tower installation, airport lighting system improvements, electrical building enhancements, new electrical structure construction, and concrete pad installation for end-around and connector taxiway applications. The base bid schedule includes 18 line items covering survey work, sediment fence, erosion control, mobilization, pavement removal and replacement, subgrade stabilization, excavation, grading, aggregate base installation, asphalt concrete pavement, pavement markings, drainage pipe installation, electrical conduit and trenching, LED lighting kits, and permanent seeding. Five additive bid schedules (A through F) provide options for the airport beacon tower system, airport lighting system with retroreflective markers, existing electrical building improvements, new electrical structure construction, and concrete helipad pads for end-around and connector taxiway applications. Bids were due on March 7, 2024, at 2:00 p.m., with two bidders responding: Central Pipeline Inc and LTM Inc dba Knife River Materials.
Central Pipeline Inc submitted a base bid total of $1,804,354.78 with cumulative additive bids totaling $941,033.71 for a grand total of $2,746,388.49, while LTM Inc dba Knife River Materials submitted a base bid total of $1,898,300.80 with cumulative additive bids totaling $1,124,477.50 for a grand total of $3,022,778.30. Pricing varies significantly between bidders on individual line items, particularly on mobilization costs, shoulder and slope grading, and concrete helipad pavement work. No information regarding set-asides, incumbent contractors, contract term, renewal options, or funding sources is provided in this bid tab document.
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Other files
| File | Type | Posted |
|---|---|---|
| SP Notice_eAVS OHA 12-21-23 Notice (1).docx | DOCX document | |
| SP_REQ-DASOBO-00050673_Amd-1_StandalonePortaleAVS_Approved.pdf | ||
| SP_Attachment-1_Original SP-1049-18_Approved.pdf |
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Text version
Sheet1
| Date Issued: | 3/7/24 | |||
| ITB No. | S-10900-00008984 | BIDDER | ||
| NAME: | Central Pipeline Inc | LTM Inc dba Knife River Materials | ||
| Bids due: | 3/7/2024 2:00 pm | |||
| Description: | Runway 2-20 Pavement Rehab and Associated Improvements |
| Bid Item # | Description | Est | |
| QTY | UNIT | UNIT | |
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL |
PRICE
| BASE BID SCHEDULE ITEMS: RUNWAY CONSTRUCTION | |||||||
| 1 | Construction Survey Work | 1 | LS | $30,000.00 | $ 30,000.00 | $20,000.00 | $ 20,000.00 |
| 2 | Sediment Fence | 4,000 | LF | $ 4.50 | $ 18,000.00 | $ 5.00 | $ 20,000.00 |
| 3 | Erosion Control | 1 | LS | $ 5000.00 | $ 5,000.00 | $ 15000.00 | $ 15,000.00 |
| 4 | Mobilization | 1 | LS | $ 170,810.00 | $ 170,810.00 | $ 270,000.00 | $ 270,000.00 |
| 5 | Removal of Structures and Obstructions | 1 | LS | $ 12663.60 | $ 12,663.60 | $ 30000.00 | $ 30,000.00 |
| 6 | Removal of Pipes | 70 | LF | $ 20.00 | $ 1,400.00 | $ 30.00 | $ 2,100.00 |
| 7 | Asphalt Pavement Removal and Spreading | 25,560 | SY | $ 2.50 | $ 63,900.00 | $ 2.10 | $ 53,676.00 |
| 8 | Subgrade Stabilization | 2,480 | CY | $ 110.00 | $ 272,800.00 | $ 75.00 | $ 186,000.00 |
| 9 | General Excavation | 6,010 | CY | $ 12.00 | $ 72,120.00 | $ 18.00 | $ 108,180.00 |
| 10 | Shoulder and Slope Grading | 32,820 | SY | $ 2.00 | $ 65,640.00 | $ 0.64 | $ 21,004.80 |
| 11 | Aggregate Base | 6,780 | CY | $66.00 | $ 447,480.00 | $78.00 | $ 528,840.00 |
| 12 | Level 2, 1/2 Inch ACP 64-28 | 4,820 | TON | $ 118.00 | $ 568,760.00 | $ 118.00 | $ 568,760.00 |
| 13 | Longitudinal Pavement Markings | 7,520 | SF | $ 2.75 | $ 20,680.00 | $ 2.00 | $ 15,040.00 |
| 14 | 15 Inch Corrugated Metal Pipe | 70 | LF | $ 125.00 | $ 8,750.00 | $ 200.00 | $ 14,000.00 |
| 15 | Permanent Seeding | 2 | AC | $ 6500.00 | $ 13,000.00 | $ 4000.00 | $ 8,000.00 |
| 16 | 3/4-Inch HDPE Conduit | 280 | LF | $ 6.83 | $ 1,912.40 | $ 7.50 | $ 2,100.00 |
| 17 | Excavated Electrical Trench | 280 | LF | $ 18.14 | $ 5,079.20 | $ 20.00 | $ 5,600.00 |
| 18 | L-807 LED Light Kit And Power Supply | 1 | LS | $ 26,359.58 | $ 26,359.58 | $ 30,000.00 | $ 30,000.00 |
| TOTAL | $1,804,354.78 | $1,898,300.80 | |||||
| ADDITIVE BID SCHEDULE A ITEMS: AIRPORT BEACON TOWER | |||||||
| A-1 | Mobilization | 1 | LS | $9,981.25 | $ 9,981.25 | $11,000.00 | $ 11,000.00 |
| A-2 | Low Voltage Cable | 3,860 | LF | $ 3.63 | $ 14,011.80 | $ 4.00 | $ 15,440.00 |
| A-3 | L-801A, Class 2, LED Airport Rotating Beacon, In Place | 1 | LS | $ 18503.40 | $ 18,503.40 | $ 21000.00 | $ 21,000.00 |
| A-4 | 25-Foot, Tip-Down Pole Tower and Foundation, In Place | 1 | LS | $ 50,310.69 | $ 50,310.69 | $ 60,000.00 | $ 60,000.00 |
| A-5 | 2-Inch HDPE Conduit | 480 | LF | $ 10.75 | $ 5,160.00 | $ 11.50 | $ 5,520.00 |
| A-6 | Excavated Electrical Trench | 480 | LF | $ 18.03 | $ 8,654.40 | $ 20.00 | $ 9,600.00 |
| A-7 | Junction Can | 3 | EA | $ 3,042.36 | $ 9,127.08 | $ 3,300.00 | $ 9,900.00 |
| TOTAL | $115,748.62 | $132,460.00 | |||||
| ADDITIVE BID SCHEDULE B ITEMS: AIRPORT LIGHTING SYSTEM AND RETROREFLECTIVE MARKERS | |||||||
| B-1 | Construction Survey Work | 1 | LS | $10,000.00 | $ 10,000.00 | $6,000.00 | $ 6,000.00 |
| B-2 | Mobilization | 1 | LS | $ 28,750.00 | $ 28,750.00 | $ 65,000.00 | $ 65,000.00 |
| B-3 | No. 8 AWG, 5 kV, L-824 Cable | 8,840 | LF | $ 4.85 | $ 42,874.00 | $ 5.30 | $ 46,852.00 |
| B-4 | L-828 6.6A, 2kW 240VAC Regulator | 1 | EA | $ 25,113.05 | $ 25,113.05 | $ 28,000.00 | $ 28,000.00 |
| B-5 | Miscellaneous Electrical Improvements | 1 | LS | $ 43104.50 | $ 43,104.50 | $ 48000.00 | $ 48,000.00 |
| B-6 | 3/4-Inch HDPE Conduit | 7,090 | LF | $ 4.45 | $ 31,550.50 | $ 4.90 | $ 34,741.00 |
| B-7 | 2-Inch HDPE Conduit | 800 | LF | $ 15.36 | $ 12,288.00 | $ 17.00 | $ 13,600.00 |
| B-8 | Excavated Electrical Trench | 200 | LF | $ 23.78 | $ 4,756.00 | $ 26.00 | $ 5,200.00 |
| B-9 | Nonexcavated Electrical Conduit Installation | 7,690 | LF | $ 5.67 | $ 43,602.30 | $ 6.25 | $ 48,062.50 |
| B-10 | Junction Can | 2 | EA | $ 3,068.97 | $ 6,137.94 | $ 3,300.00 | $ 6,600.00 |
| B-11 | Retroreflective Marker | 21 | EA | $235.03 | $ 4,935.63 | $260.00 | $ 5,460.00 |
| B-12 | Runway Threshold Light on New Base Can | 12 | EA | $ 3,216.63 | $ 38,599.56 | $ 3,500.00 | $ 42,000.00 |
| B-13 | Runway End Light on New Base Can | 12 | EA | $ 3041.40 | $ 36,496.80 | $ 3300.00 | $ 39,600.00 |
| B-14 | Runway Edge Light on New Base Can | 34 | EA | $ 2,984.74 | $ 101,481.16 | $ 3,300.00 | $ 112,200.00 |
| TOTAL | $429,689.44 | $501,315.50 | |||||
| ADDITIVE BID SCHEDULE C ITEMS: EXISTING ELECTRICAL BUILDING IMPROVEMENTS | |||||||
| C-1 | Removal of Structures and Obstructions | 1 | LS | $ 11,019.30 | $ 11,019.30 | $ 13,000.00 | $ 13,000.00 |
| C-2 | Miscellaneous Electrical Improvements | 1 | LS | $ 35,559.15 | $ 35,559.15 | $ 40,000.00 | $ 40,000.00 |
| TOTAL | $46,578.45 | $53,000.00 | |||||
| ADDITIVE BID SCHEDULE D ITEMS: NEW ELECTRICAL STRUCTURE | |||||||
| D-1 | Mobilization | 1 | LS | $21,000.00 | $ 21,000.00 | $11,000.00 | $ 11,000.00 |
| D-2 | Removal of Structures and Obstructions | 1 | LS | $ 6,644.30 | $ 6,644.30 | $ 8,000.00 | $ 8,000.00 |
| D-3 | 42' x 12' Designed, Fabricated, Delivered and Installed | 1 | LS | $ 150000.00 | $ 150,000.00 | $ 243000.00 | $ 243,000.00 |
| D-4 | New Structure Electrical Improvements | 1 | LS | $ 52,432.90 | $ 52,432.90 | $ 60,000.00 | $ 60,000.00 |
| TOTAL | $230,077.20 | $322,000.00 | |||||
| ADDITIVE BID SCHEDULE E ITEMS: END AROUND CONCRETE PADS | |||||||
| E-1 | Mobilization | 1 | LS | $6,000.00 | $ 6,000.00 | $1.00 | $ 1.00 |
| E-2 | General Excavation | 50 | CY | $ 12.00 | $ 600.00 | $ 18.00 | $ 900.00 |
| E-3 | Level 2, 1/2 Inch ACP 64-28 | 80 | TON | $ 118.00 | $ 9,440.00 | $ 1.00 | $ 80.00 |
| E-4 | Longitudinal Joint Seal | 480 | LF | $ 12.00 | $ 5,760.00 | $ 6.00 | $ 2,880.00 |
| E-5 | Concrete Helipad Pavement | 1800 | SF | $ 22.00 | $ 39,600.00 | $ 30.00 | $ 54,000.00 |
| TOTAL | $61,400.00 | $57,861.00 | |||||
| ADDITIVE BID SCHEDULE F ITEMS: CONNECTOR TAXIWAY CONCRETE PADS | |||||||
| F-1 | Mobilization | 1 | LS | $5,500.00 | $ 5,500.00 | $1.00 | $ 1.00 |
| F-2 | General Excavation | 50 | CY | $ 12.00 | $ 600.00 | $ 18.00 | $ 900.00 |
| F-3 | Level 2, 1/2 Inch ACP 64-28 | 60 | TON | $ 118.00 | $ 7,080.00 | $ 1.00 | $ 60.00 |
| F-4 | Longitudinal Joint Seal | 480 | LF | $ 12.00 | $ 5,760.00 | $ 6.00 | $ 2,880.00 |
| F-5 | Concrete Helipad Pavement | 1,800 | SF | $ 22.00 | $ 39,600.00 | $ 30.00 | $ 54,000.00 |
| TOTAL | $58,540.00 | $57,841.00 | |||||
| GRAND TOTAL | $2,746,388.49 | $3,022,778.30 | |||||
| . |
Sheet2
Sheet3
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