WW System Capacity Improvements Basins 4 and 6_Project No S-679_BID SCHEDULE-PROTECTED.xlsx
XLSX spreadsheet 37 KB Posted
- Solicitation number
- S-KS0510-00017594
- Issued by
- Oregon
About this file
This is a bid schedule for the Wastewater System Capacity Improvements Project (Project No. S-679), a public improvement contract for the City of St. Helens, Oregon. The project encompasses sanitary sewer infrastructure construction and replacement across two operational basins (Basin 4 and Basin 6) designed to increase system capacity, improve reliability, and address conveyance deficiencies. Schedule A covers Basin 4 improvements and includes 45 base bid line items plus eight additive item groups (Add A1 through Add A8), each with multiple construction method options including microtunnel/jack and bore installation, horizontal directional drilling (HDD), and open-cut trench installation. Schedule B covers Basin 6 improvements and includes 58 base bid line items. Work across both schedules encompasses pipe installation (ranging from 6 inches to 36 inches in diameter), manhole construction at varying depths, service lateral connections, erosion control, traffic management, tree removal and replacement, pavement work, and closed-circuit television (CCTV) inspection of new and rehabilitated sewers. Quantities vary significantly by item type, with notable volumes including 5,026 linear feet of CCTV inspection in Basin 4 and 5,663 linear feet in Basin 6, plus extensive rock excavation and pipe installation across multiple depth categories.
All line items in both schedules are presented with unit costs and total prices currently set at $0.00, indicating this is a blank bid form awaiting contractor pricing submissions. The bid schedule includes asphalt and fuel escalation provisions designated as "TBD" (to be determined). A deductive item (D-1) provides a mobilization credit of one lump sum if both Schedule A and Schedule B are awarded to the same contractor, incentivizing comprehensive bidding. The total project bid is calculated as Schedule A plus Schedule B minus the deductive item. The document represents a rebidding effort for the project, as referenced in the related contract opportunity designation as a "Rebid - Second Advertisement," suggesting prior bidding rounds occurred without successful award.
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BID TAB
SCHEDULE OF PRICES
| ST. HELENS WASTEWATER CAPACITY IMPROVMENTS |
| PROJECT NO. S-679 |
| SCHEDULE A -BASIN 4 |
| ITEM # | ITEM DESCRIPTION | UNIT | AMOUNT | UNIT COST | TOTAL |
| BASE BID | |||||
| A-1 | Mobilization, Bonds, Insurance, and Demobilization | L.S. | 1 | $0.00 | |
| A-2 | Temporary Work Zone Traffic Control | L.S. | 1 | $0.00 | |
| A-3 | Erosion and Sediment Control | L.S. | 1 | $0.00 | |
| A-4 | Construction Staking and Survey | L.S. | 1 | $0.00 | |
| A-5 | As-Built Survey | L.S. | 1 | $0.00 | |
| A-6 | Trench Safety System | L.S. | 1 | $0.00 | |
| A-7 | Rock Excavation, Haul, and Disposal | C.Y. | 144 | $0.00 | |
| A-8 | 6" PVC Storm Pipe, Open Cut Trench, 0-5 feet deep | L.F. | 10 | $0.00 | |
| A-9 | 10" PVC Sanitary Sewer Pipe, Open Cut Trench, 0-5 feet deep | L.F. | 33 | $0.00 | |
| A-10 | 12" N-12 HDPE Storm Pipe, Open Cut Trench 0-5 feet deep | L.F. | 150 | $0.00 | |
| A-11 | 12" PVC Storm Pipe, Open Cut Trench ,10.1 -15 feet deep | L.F. | 25 | $0.00 | |
| A-12 | 12” PVC Sanitary Sewer Pipe, Open Cut Trench, 10.1 -15 feet deep | L.F. | 137 | $0.00 | |
| A-13 | 15” PVC Sanitary Sewer Pipe, Open Cut Trench, 5.1 – 10 feet deep | L.F. | 836 | $0.00 | |
| A-14 | 18” PVC Sanitary Sewer Pipe, Open Cut Trench, 5.1- 10 feet deep | L.F. | 974 | $0.00 | |
| A-15 | 18” PVC Sanitary Sewer Pipe, Open Cut Trench, 10.1 – 15 feet deep | L.F. | 36 | $0.00 | |
| A-16 | 24"x18” CMP Arch Storm Pipe, Open Cut Trench | L.F. | 10 | $0.00 | |
| A-17 | Trench Foundation Over-excavation and Subgrade Stabilization | C.Y | 60 | $0.00 | |
| A-18 | New 48” Flat Top Manhole, 0 – 6 feet deep, | EA | 5 | $0.00 | |
| A-19 | New 48” Manhole, 6.1 – 10 feet deep, | EA | 5 | $0.00 | |
| A-20 | New 60” Manhole, 0 – 10 feet deep | EA | 1 | $0.00 | |
| A-21 | New 60” Manhole, 10.1 – 15 feet deep | EA | 1 | $0.00 | |
| A-22 | New 60” Manhole, 15.1 – 20 feet deep | EA | 1 | $0.00 | |
| A-23 | New 60" Manhole, 20.1 - 25 feet deep | EA | 3 | $0.00 | |
| A-24 | New 60" Manhole, 25.1 - 30 feet deep | EA | 3 | $0.00 | |
| A-25 | New 84" Manhole, 0 - 10 feet deep | EA | 1 | $0.00 | |
| A-26 | Install Inside Drop in Manhole | EA | 5 | $0.00 | |
| A-27 | Construct Sanitary Sewer Cleanout | EA | 1 | $0.00 | |
| A-28 | Rechannel Existing Manhole | EA | 3 | $0.00 | |
| A-29 | Remove Existing Manhole | EA | 9 | $0.00 | |
| A-30 | Abandon Manhole | EA | 1 | $0.00 | |
| A-31 | 4”and 6” Sanitary Service Laterals, New, > 5 feet of service line | L.F. | 99 | $0.00 | |
| A-32 | Reconnect Sanitary Service Laterals, 0 - 5 feet from main | EA | 20 | $0.00 | |
| A-33 | Fill Sewer Pipe with CLSM | C.Y. | 17 | $0.00 | |
| A-34 | Sewer Bypass | L.S. | 1 | $0.00 | |
| A-35 | Post Construction: CCTV of New or Rehabilitated Sewer and Storm Mains | L.F. | 5,026 | $0.00 | |
| A-36 | Concrete Pavement, not ODOT Highway (sy) | S.Y. | 54 | $0.00 | |
| A-37 | Tree Removal (6" Diameter and Greater) | EA | 10 | $0.00 | |
| A-38 | Installation of New Tree | EA | 10 | $0.00 | |
| A-39 | Temporary Removal and Reinstallation of Fence | L.F. | 210 | $0.00 | |
| A-40 | Remove and Replace Existing Retaining Wall (lf) | L.F. | 31 | $0.00 | |
| A-41 | Remove and Relocate Exist Shed | EA | 2 | $0.00 | |
| A-42 | Remove and Replace Gravel Surface (sq. ft) | S.F. | 1,079 | $0.00 | |
| A-43 | Longitudinal Pavement Markings - Paint - 4" wide | L.F. | 120 | $0.00 | |
| A-44 | Asphalt Escalation | TN | TBD | - | |
| A-45 | Fuel Escalation | GL | TBD | - | |
| SUB-TOTAL SCHEDULE A BASE BID | $0.00 | ||||
| ADDITIVE ITEMS SCHEDULE A -BASIN 4 |
| ADD A1 - STA D3+99 TO STA D7+72 (MANHOLE MT1 TO MT2) (Select one option and leave others blank.) | ||||
| OPTION 1 - MICROTUNNEL/JACK & BORE INSTALLATION | ||||
| Add A1-1 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A1-2 | 28” HDPE Sanitary Sewer Pipe, Trenchless Installation | L.F. | 372 | $0.00 |
| Add A1-3 | Steel Casing | L.F. | 300 | $0.00 |
| OPTION 2 - HDD INSTALLATION | ||||
| Add A1-4 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A1-5 | 30” HDPE Sanitary Sewer Pipe, HDD Trenchless Installation | L.F. | 372 | $0.00 |
| Add A1-6 | Additional Manhole Depth | V.F. | 11 | $0.00 |
| OPTION 3 - OPEN-CUT INSTALLATION | ||||
| Add A1-7 | Trench Safety System | L.S. | 1 | $0.00 |
| Add A1-8 | Rock Excavation, Haul, and Disposal | C.Y. | 1,210 | $0.00 |
| Add A1-9 | Additional Rock Excavation for Deep Trench | C.Y. | 650 | $0.00 |
| Add A1-10 | 8" DI Storm Pipe, Open Cut Trench ,0 -5 feet deep | L.F. | 30 | $0.00 |
| Add A1-11 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 5.1 – 10 feet deep | L.F. | 31 | $0.00 |
| Add A1-12 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 10.1 – 15 feet deep | L.F. | 30 | $0.00 |
| Add A1-13 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 25.1 – 30 feet deep | L.F. | 311 | $0.00 |
| Add A1-14 | Post Construction: CCTV of New or Rehabilitated Sewer and Storm Mains | L.F. | 30 | $0.00 |
| Add A1-15 | Longitudinal Pavement Markings - Paint - 4" wide | L.F. | 325 | $0.00 |
| Add A1-16 | Extra Asphalt Grinding and Hot Mix Asphaltic Concrete (HMAC) Inlay Wearing Course, Level 3, ½-inch ACP Mixture, 2-inch Thick | S.F. | 45 | $0.00 |
| SUBTOTAL ADD A1 BID | $0.00 | |||
| ADD A2 - STA D7+72 TO STA D10+60 (MANHOLE MT2 TO MT3) (Select one option and leave others blank.) | ||||
| OPTION 1 - MICROTUNNEL/JACK & BORE INSTALLATION | ||||
| Add A2-1 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A2-2 | 28” HDPE Sanitary Sewer Pipe, Trenchless Installation | L.F. | 288 | $0.00 |
| Add A2-3 | Steel Casing | L.F. | 248 | $0.00 |
| OPTION 2 - HDD INSTALLATION (Can not use if HDD was not selected in Add 1.1.) | ||||
| Add A2-4 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A2-5 | 30” HDPE Sanitary Sewer Pipe, HDD Trenchless Installation | L.F. | 288 | $0.00 |
| Add A2-6 | Additional Manhole Depth | V.F. | 8 | $0.00 |
| OPTION 3 - OPEN-CUT INSTALLATION | ||||
| Add A2-7 | Trench Safety System | L.S. | 1 | $0.00 |
| Add A2-8 | Rock Excavation, Haul, and Disposal | C.Y. | 870 | $0.00 |
| Add A2-9 | Additional Rock Excavation for Deep Trench | C.Y. | 470 | $0.00 |
| Add A2-10 | 12" N-12 HDPE Storm Pipe, Open Cut Trench, 0 - 5 feet deep | L.F. | 30 | $0.00 |
| Add A2-11 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 20.1 – 25 feet deep | L.F. | 35 | $0.00 |
| Add A2-12 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 25.1 – 30 feet deep | L.F. | 253 | $0.00 |
| Add A2-13 | Post Construction: CCTV of New or Rehabilitated Sewer and Storm Mains | L.F. | 30 | $0.00 |
| Add A2-14 | Longitudinal Pavement Markings - Paint - 4" wide | L.F. | 301 | $0.00 |
| SUBTOTAL ADD A2 BID | $0.00 | |||
| ADD A3 - STA D10+60 TO STA D13+86 (MANHOLE MT3 TO MT4) (Select one option and leave others blank.) | ||||
| OPTION 1 - MICROTUNNEL/JACK & BORE INSTALLATION | ||||
| Add A3-1 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A3-2 | 28” HDPE Sanitary Sewer Pipe, Trenchless Installation | L.F. | 327 | $0.00 |
| Add A3-3 | Steel Casing | L.F. | 297 | $0.00 |
| OPTION 2 - HDD INSTALLATION (Can not use if HDD was not selected in Add 1.2.) | ||||
| Add A3-4 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A3-5 | 30” HDPE Sanitary Sewer Pipe, HDD Trenchless Installation | L.F. | 327 | $0.00 |
| Add A3-6 | Additional Manhole Depth | V.F. | 3 | $0.00 |
| OPTION 3 - OPEN-CUT INSTALLATION | ||||
| Add A3-7 | Trench Safety System | L.S. | 1 | $0.00 |
| Add A3-8 | Rock Excavation, Haul, and Disposal | C.Y. | 950 | $0.00 |
| Add A3-9 | Additional Rock Excavation for Deep Trench | C.Y. | 510 | $0.00 |
| Add A3-10 | 10" N-12 HDPE Storm Pipe, Open Cut Trench, 5.1 - 10 feet deep | L.F. | 30 | $0.00 |
| Add A3-11 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 20.1 – 25 feet deep | L.F. | 265 | $0.00 |
| Add A3-12 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 25.1 – 30 feet deep | L.F. | 62 | $0.00 |
| Add A3-13 | Post Construction: CCTV of New or Rehabilitated Sewer and Storm Mains | L.F. | 30 | $0.00 |
| Add A3-14 | Longitudinal Pavement Markings - Paint - 4" wide | L.F. | 327 | $0.00 |
| SUBTOTAL ADD A3 BID | $0.00 | |||
| ADD A4 - STA D13+86 TO STA D17+71 (MANHOLE MT4 TO MT5) (Select one option and leave others blank.) | ||||
| OPTION 1 - MICROTUNNEL/JACK & BORE INSTALLATION | ||||
| Add A4-1 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A4-2 | 28” HDPE Sanitary Sewer Pipe, Trenchless Installation | L.F. | 385 | $0.00 |
| Add A4-3 | Steel Casing | L.F. | 348 | $0.00 |
| OPTION 2 - HDD INSTALLATION (Can not use if HDD was not selected in Add 1.3.) | ||||
| Add A4-4 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A4-5 | 30” HDPE Sanitary Sewer Pipe, HDD Trenchless Installation | L.F. | 385 | $0.00 |
| OPTION 3 - OPEN-CUT INSTALLATION | ||||
| Add A4-6 | Trench Safety System | L.S. | 1 | $0.00 |
| Add A4-7 | Rock Excavation, Haul, and Disposal | C.Y. | 1,200 | $0.00 |
| Add A4-8 | Additional Rock Excavation for Deep Trench | C.Y. | 650 | $0.00 |
| Add A4-9 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 20.1 – 25 feet deep | L.F. | 145 | $0.00 |
| Add A4-10 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 25.1 – 30 feet deep | L.F. | 240 | $0.00 |
| SUBTOTAL ADD A4 BID | $0.00 | |||
| ADD A5 - STA D17+71 TO STA D20+99 (MANHOLE MT5 TO MT6) (Select one option and leave others blank.) | ||||
| OPTION 1 - MICROTUNNEL/JACK & BORE INSTALLATION | ||||
| Add A5-1 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A5-2 | 24” PVC Sanitary Sewer Pipe, Trenchless Installation | L.F. | 328 | $0.00 |
| Add A5-3 | Steel Casing | L.F. | 299 | $0.00 |
| OPTION 2 - OPEN-CUT INSTALLATION | ||||
| Add A5-4 | Trench Safety System | L.S. | 1 | $0.00 |
| Add A5-5 | Rock Excavation, Haul, and Disposal | C.Y. | 810 | $0.00 |
| Add A5-6 | Additional Rock Excavation for Deep Trench | C.Y. | 540 | $0.00 |
| Add A5-7 | 24” PVC Sanitary Sewer Pipe, Open Cut Trench, 20.1 – 25 feet deep | L.F. | 249 | $0.00 |
| Add A5-8 | 24” PVC Sanitary Sewer Pipe, Open Cut Trench, 25.1 – 30 feet deep | L.F. | 79 | $0.00 |
| Add A5-9 | Extra Asphalt Grinding and Hot Mix Asphaltic Concrete (HMAC) Inlay Wearing Course, Level 3, ½-inch ACP Mixture, 2-inch Thick | S.F. | 165 | $0.00 |
| SUBTOTAL ADD A5 BID | $0.00 | |||
| ADD A6 - STA D20+99 TO STA D24+52 (MANHOLE MT6 TO MT7) (Select one option and leave others blank.) | ||||
| OPTION 1 - MICROTUNNEL/JACK & BORE INSTALLATION | ||||
| Add A6-1 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A6-2 | 24” PVC Sanitary Sewer Pipe, Trenchless Installation | L.F. | 352 | $0.00 |
| Add A6-3 | Steel Casing | L.F. | 298 | $0.00 |
| Add A6-4 | Extra Asphalt Grinding and Hot Mix Asphaltic Concrete (HMAC) Inlay Wearing Course, Level 3, ½-inch ACP Mixture, 2-inch Thick | S.F. | 118 | $0.00 |
| OPTION 2 - OPEN-CUT INSTALLATION | ||||
| Add A6-5 | Trench Safety System | L.S. | 1 | $0.00 |
| Add A6-6 | Rock Excavation, Haul, and Disposal | C.Y. | 970 | $0.00 |
| Add A6-7 | Additional Rock Excavation for Deep Trench | C.Y. | 650 | $0.00 |
| Add A6-8 | 24” PVC Sanitary Sewer Pipe, Open Cut Trench, 20.1 – 25 feet deep | L.F. | 305 | $0.00 |
| Add A6-9 | 24” PVC Sanitary Sewer Pipe, Open Cut Trench, 25.1 – 30 feet deep | L.F. | 47 | $0.00 |
| Add A6-10 | Longitudinal Pavement Markings - Paint - 4" wide | L.F. | 22 | $0.00 |
| Add A6-11 | Extra Asphalt Grinding and Hot Mix Asphaltic Concrete (HMAC) Inlay Wearing Course, Level 3, ½-inch ACP Mixture, 2-inch Thick | S.F. | 66 | $0.00 |
| SUBTOTAL ADD A6 BID | $0.00 | |||
| ADD A7 - STA D24+52 TO STA D28+13 (MANHOLE MT7 TO MT8) (Select one option and leave others blank.) | ||||
| OPTION 1 - MICROTUNNEL/JACK & BORE INSTALLATION | ||||
| Add A7-1 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A7-2 | 24” PVC Sanitary Sewer Pipe, Trenchless Installation | L.F. | 361 | $0.00 |
| Add A7-3 | Steel Casing | L.F. | 323 | $0.00 |
| Add A7-4 | Extra Asphalt Grinding and Hot Mix Asphaltic Concrete (HMAC) Inlay Wearing Course, Level 3, ½-inch ACP Mixture, 2-inch Thick | S.F. | 36 | $0.00 |
| OPTION 2 - OPEN-CUT INSTALLATION | ||||
| Add A7-5 | Trench Safety System | L.S. | 1 | $0.00 |
| Add A7-6 | Rock Excavation, Haul, and Disposal | C.Y. | 860 | $0.00 |
| Add A7-7 | Additional Rock Excavation for Deep Trench | C.Y. | 580 | $0.00 |
| Add A7-8 | 24” PVC Sanitary Sewer Pipe, Open Cut Trench, 15.1 – 20 feet deep | L.F. | 273 | $0.00 |
| Add A7-9 | 24” PVC Sanitary Sewer Pipe, Open Cut Trench, 20.1 – 25 feet deep | L.F. | 88 | $0.00 |
| Add A7-10 | Pavement Bar, Type AB | S.F. | 24 | $0.00 |
| Add A7-11 | Extra Asphalt Grinding and Hot Mix Asphaltic Concrete (HMAC) Inlay Wearing Course, Level 3, ½-inch ACP Mixture, 2-inch Thick | S.F. | 165 | $0.00 |
| SUBTOTAL ADD A7 BID | $0.00 | |||
| ADD A8 - STA D28+13 TO STA D32+14 (MANHOLE MT8 TO M13A) (Select one option and leave others blank.) | ||||
| OPTION 1 - MICROTUNNEL/JACK & BORE INSTALLATION | ||||
| Add A8-1 | Launch/Receiving Shafts | L.S. | 1 | $0.00 |
| Add A8-2 | 24” PVC Sanitary Sewer Pipe, Trenchless Installation | L.F. | 401 | $0.00 |
| Add A8-3 | Steel Casing | L.F. | 349 | $0.00 |
| OPTION 2 - OPEN-CUT INSTALLATION | ||||
| Add A8-4 | Trench Safety System | L.S. | 1 | $0.00 |
| Add A8-5 | Rock Excavation, Haul, and Disposal | C.Y. | 780 | $0.00 |
| Add A8-6 | Additional Rock Excavation for Deep Trench | C.Y. | 520 | $0.00 |
| Add A8-7 | 12" PVC Storm Pipe, Open Cut Trench, 5.1 - 10 feet deep | L.F. | 90 | $0.00 |
| Add A8-8 | 24” PVC Sanitary Sewer Pipe, Open Cut Trench, 15.1 – 20 feet deep | L.F. | 401 | $0.00 |
| Add A8-9 | Post Construction: CCTV of New or Rehabilitated Sewer and Storm Mains | L.F. | 90 | $0.00 |
| Add A8-10 | Extra Asphalt Grinding and Hot Mix Asphaltic Concrete (HMAC) Inlay Wearing Course, Level 3, ½-inch ACP Mixture, 2-inch Thick | S.F. | 374 | $0.00 |
| SUBTOTAL ADD A8 BID | $0.00 | |||
| TOTAL SCHEDULE A BID (Base Bid + Add A1 thru Add A8) | $0.00 | |||
| *Abbreviations: LS: Lump sum LF: Linear Feet EA: Each CY: Cubic Yard TN: Ton SY: Square Yard SF: Square Foot GL: Gallon VF: Vertical Foot |
SCHEDULE B -BASIN 6
| ITEM # | ITEM DESCRIPTION | UNIT | AMOUNT | UNIT COST | TOTAL |
| BASE BID | |||||
| B-1 | Mobilization, Bonds, Insurance, and Demobilization | L.S. | 1 | $0.00 | |
| B-2 | Temporary Work Zone Traffic Control | L.S. | 1 | $0.00 | |
| B-3 | Erosion and Sediment Control | L.S. | 1 | $0.00 | |
| B-4 | Construction Staking and Survey | L.S. | 1 | $0.00 | |
| B-5 | As-Built Survey | L.S. | 1 | $0.00 | |
| B-6 | Trench Safety System | L.S. | 1 | $0.00 | |
| B-7 | Rock Excavation, Haul, and Disposal | C.Y. | 1,935 | $0.00 | |
| B-8 | 10" PVC Sanitary Sewer Pipe, Open Cut Trench, 5.1 - 10 feet deep | L.F. | 5 | $0.00 | |
| B-9 | 12" Ductile Iron Storm Pipe, Open Cut Trench | L.F. | 50 | $0.00 | |
| B-10 | 12” PVC Sanitary Sewer Pipe, Open Cut Trench, 5.1 - 10 feet deep | L.F. | 928 | $0.00 | |
| B-11 | 15" PVC Sanitary Sewer Pipe, Open Cut Trench, 5.1 - 10 feet deep | L.F. | 504 | $0.00 | |
| B-12 | 18” PVC Sanitary Sewer Pipe, Open Cut Trench, 5.1 - 10 feet deep | L.F. | 752 | $0.00 | |
| B-13 | 18” PVC Sanitary Sewer Pipe, Open Cut Trench, 10.1 - 15 feet deep | L.F. | 60 | $0.00 | |
| B-14 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 5.1 - 10 feet deep | L.F. | 2,118 | $0.00 | |
| B-15 | 27” PVC Sanitary Sewer Pipe, Open Cut Trench, 10.1 - 15 feet deep | L.F. | 511 | $0.00 | |
| B-16 | Launch/Receiving Shafts | L.S. | 1 | $0.00 | |
| B-17 | 28” HDPE Sanitary Sewer Pipe, Trenchless Installation | L.F. | 181 | $0.00 | |
| B-18 | Steel Casing | L.F. | 171 | $0.00 | |
| B-19 | 28" HDPE Sanitary Sewer Pipe (HWY 30), Open Cut Trench, 10.1 - 15 feet deep | L.F. | 298 | $0.00 | |
| B-20 | 28" HDPE Sanitary Sewer Pipe (HWY 30), Open Cut Trench, 15.1 - 20 feet deep | L.F. | 233 | $0.00 | |
| B-21 | 36" Concrete Storm Pipe, Open Cut Trench | L.F. | 22 | $0.00 | |
| B-22 | Trench Foundation Over-excavation and Subgrade Stabilization | C.Y. | 40 | $0.00 | |
| B-23 | New 48” Manhole, 6 – 10 feet deep, | EA | 5 | $0.00 | |
| B-24 | New 60” Flat Top Manhole, 0 – 6 feet deep, | EA | 4 | $0.00 | |
| B-25 | New 60” Manhole, 6.1 – 10 feet deep | EA | 7 | $0.00 | |
| B-26 | New 60” Manhole, 10.1 – 15 feet deep | EA | 4 | $0.00 | |
| B-27 | New 60” Manhole, 15.1 – 20 feet deep | EA | 2 | $0.00 | |
| B-28 | New 72” Manhole, 0 – 10 feet deep | EA | 2 | $0.00 | |
| B-29 | Install Inside Drop in Manhole | EA | 2 | $0.00 | |
| B-30 | Construct Sanitary Sewer Cleanout | EA | 1 | $0.00 | |
| B-31 | Rechannel Existing Manhole | EA | 7 | $0.00 | |
| B-32 | Remove Existing Manhole | EA | 10 | $0.00 | |
| B-33 | Abandon Manhole | EA | 1 | $0.00 | |
| B-34 | Groundwater Monitoring Well Abandonment | EA | 1 | $0.00 | |
| B-35 | 4” and 6" Sanitary Service Laterals, New, > 5 feet of service line | L.F. | 20 | $0.00 | |
| B-36 | Reconnect Sanitary Service Laterals, 0 - 5 feet from main | EA | 13 | $0.00 | |
| B-37 | Fill Sewer Pipe with CLSM | C.Y. | 78 | $0.00 | |
| B-38 | Sewer Bypass, Basin 6 | L.S. | 1 | $0.00 | |
| B-39 | Post Construction: CCTV of New or Rehabilitated Sewer Mains | L.F. | 5,663 | $0.00 | |
| B-40 | Concrete Pavement, not ODOT Highway | S.Y. | 108 | $0.00 | |
| B-41 | Concrete Pavement, ODOT Highway 30 | S.Y. | 1,229 | $0.00 | |
| B-42 | Concrete Curb/Gutter | L.F. | 260 | $0.00 | |
| B-43 | Construct Concrete ADA Ramp | EA | 2 | $0.00 | |
| B-44 | Tree Removal (6" Diameter and Greater) | EA | 17 | $0.00 | |
| B-45 | Installation of New Tree | EA | 4 | $0.00 | |
| B-46 | Temporary Removal and Reinstallation of Fence | L.F. | 56 | $0.00 | |
| B-47 | Remove and Reinstall sign and landscaping boulders | L.S. | 1 | $0.00 | |
| B-48 | Remove and Reinstall Concrete Barriers | L.S. | 2 | $0.00 | |
| B-49 | Remove Landscape Log Border | EA | 2 | $0.00 | |
| B-50 | Remove and Replace Fire Hydrant Assembly | EA | 1 | $0.00 | |
| B-51 | Remove and Replace Water Meter Box | EA | 2 | $0.00 | |
| B-52 | Longitudinal Pavement Markings - Paint - 4" wide | L.F. | 733 | $0.00 | |
| B-53 | Methyl Methactrylate or Plural Component, Extruded or Sprayed, Surface, Non-Profiled - 4" | L.F. | 1,144 | $0.00 | |
| B-54 | Pavement Legend, Type AB: Arrows | EA | 1 | $0.00 | |
| B-55 | Pavement Bar, Type AB | S.F. | 88 | $0.00 | |
| B-56 | Extra Asphalt Grinding and Hot Mix Asphaltic Concrete (HMAC) Inlay Wearing Course, Level 3, 1/2" ACP, 2" Thick | S.F. | 1,000 | $0.00 | |
| B-57 | Asphalt Escalation | TN | TBD | - | |
| B-58 | Fuel Escalation | GL | TBD | - | |
| TOTAL SCHEDULE B BID | $0.00 | ||||
| *Abbreviations: LS: Lump sum LF: Linear Feet EA: Each CY: Cubic Yard TN: Ton SY: Square Yard SF: Square Foot GL: Gallon |
DEDUCTIVE ITEM
| ITEM # | ITEM DESCRIPTION | UNIT | AMOUNT | UNIT COST | TOTAL |
| DEDUCT | |||||
| D-1 | Deduction: Mobilization Credit if Both Schedule A and Schedule B are Awarded | L.S. | 1 | $0.00 | |
| TOTAL DEDUCT | $0.00 | ||||
| *Abbreviations: LS: Lump sum |
TOTAL BID = SCHEDULE A + SCHEDULE B - DEDUCTIVE ITEM $0.00
&"Times New Roman,Regular"&10City of St. Helens, Oregon | Public Improvement Contract | Project No P-525 ADDENDUM NO 1 &"Times New Roman,Regular"&10P-525 REVIDED Bid Schedule Page &P
File details come from the government source that posted it. Updated .