BID FORM - RATE SHEET_Rev2.xlsx
XLSX spreadsheet 42 KB Posted
- Attached to
- On-Call Construction
- Solicitation number
- UD-27-367
- Issued by
- Los Angeles County, California
About this file
Summary
This is a Bid Form Rate Sheet for the Long Beach Utilities Department related to an on-call gas construction and emergency services contract. The rate sheet establishes unit pricing for comprehensive pipeline work including steel main replacement, installation, and abandonment across varying project scopes (501 feet to 3,000 feet), pavement types (PCC and asphalt), and installation methods (open trench and horizontal directional drilling). The document provides detailed line items for pipe sizes ranging from 2 inches to 20 inches in diameter, with differentiated pricing based on project scale and specific site conditions. Additionally, the rate sheet covers polyethylene (PE) main replacement and installation work, service replacement and installation, service tie-overs, service abandonment, and miscellaneous items such as valve installations, fittings, mobilization and demobilization, potholing, paving, and emergency services. Each line item specifies required crew composition, equipment, and work inclusions to ensure standardized pricing and scope clarity.
The rate sheet requires bidders to electronically input unit prices in USD for each of the 398 line items across multiple work categories. Pricing must account for labor, materials, equipment, and ancillary work specified in each item's comments section. The contract structure accommodates projects with varying depths, pavement thicknesses, and pipe materials, with add-on charges for extra pavement thickness and excess service line footage calculated as unit price multiplied by relevant area or linear footage measures. Bidders must provide complete pricing for all applicable categories to be considered responsive, with the rates serving as the basis for task order authorization under the on-call contract framework.
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|---|---|---|
| ITB UD-27-367.pdf | ||
| Attachments.pdf |
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All Line Items
| RATE SHEET | ||||||
| Line Item No. | Description | Unit | Comments | Unit Price (USD) | ||
| input electronically | Section | |||||
| 1A. STEEL MAIN REPLACEMENT (OPEN TRENCH) - Pavement Type: PCC - x ≤ 4" thick | 1A | |||||
| Total Project Main Footage: 501' - 1000' | 1A | |||||
| 1 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 1A | ||
| 2 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 1A | ||
| 3 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 1A | ||
| 4 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 1A | ||
| Total Project Main Footage: 1001' - 3,000' | 1A | |||||
| 5 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 1A | ||
| 6 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 1A | ||
| 7 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 1A | ||
| Add-On Charges | 1A | |||||
| 8 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 1A | |||||
| 9 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 1A | |||||
| 1B. STEEL MAIN REPLACEMENT (OPEN TRENCH) - Pavement Type: Asphalt - x ≤ 5" thick | 1B | |||||
| Total Project Main Footage: 501' - 1000' | 1B | |||||
| 10 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 1B | ||
| 11 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 1B | ||
| 12 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 1B | ||
| 13 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 1B | ||
| Total Project Main Footage: 1001' - 3,000' | 1B | |||||
| 14 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 1B | ||
| 15 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 1B | ||
| 16 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 1B | ||
| Add-On Charges | 1B | |||||
| 17 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 1B | |||||
| 18 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 1B | |||||
| 2A. STEEL MAIN REPLACEMENT - ARTERIAL STREET CROSSING (OPEN TRENCH) - Pavement type: PCC - x ≤ 4" thick | 2A | |||||
| Total Project Main Footage: 1' - 120' | 2A | |||||
| 19 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 2A | ||
| 20 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 2A | ||
| 21 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 2A | ||
| 22 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 2A | ||
| 23 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 2A | |||||
| 2B. STEEL MAIN REPLACEMENT - ARTERIAL STREET CROSSING (OPEN TRENCH) - Pavement type: Asphalt - x ≤ 5" | 2B | |||||
| Total Project Main Footage: 1' - 120' | 2B | |||||
| 24 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 2B | ||
| 25 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 2B | ||
| 26 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 2B | ||
| 27 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 2B | ||
| 28 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 2B | |||||
| 3A. STEEL MAIN REPLACEMENT (HDD) - Pavement Type: PCC - x ≤ 4" thick | 3A | |||||
| Total Project Main Footage: 501' - 1000' | 3A | |||||
| 29 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 3A | ||
| 30 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 3A | ||
| 31 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 3A | ||
| 32 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 3A | ||
| Total Project Main Footage: 1,001' - 3,000' | 3A | |||||
| 33 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 3A | ||
| 34 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 3A | ||
| 35 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 3A | ||
| Add-On Charges | 3A | |||||
| 36 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 3A | |||||
| 37 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 3A | |||||
| 3B. STEEL MAIN REPLACEMENT (HDD) - Pavement Type: Asphalt - x ≤ 5" thick | 3B | |||||
| Total Project Main Footage: 501' - 1000' | 3B | |||||
| 38 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 3B | ||
| 39 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 3B | ||
| 40 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 3B | ||
| 41 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 3B | ||
| Total Project Main Footage: 1001' - 3,000' | 3B | |||||
| 42 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 3B | ||
| 43 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 3B | ||
| 44 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 3B | ||
| Add-On Charges | 3B | |||||
| 45 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 3B | |||||
| 46 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 3B | |||||
| 4A. STEEL MAIN REPLACEMENT - ARTERIAL STREET CROSSING (HDD) - Pavement type: PCC - x ≤ 4" thick | 4A | |||||
| Total Project Main Footage: 1' - 120' | 4A | |||||
| 47 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 4A | ||
| 48 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 4A | ||
| 49 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 4A | ||
| 50 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 4A | ||
| 51 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 4A | |||||
| 4B. STEEL MAIN REPLACEMENT - ARTERIAL STREET CROSSING (HDD) - Pavement type: Asphalt - x ≤ 5" | 4B | |||||
| Total Project Main Footage: 1' - 120' | 4B | |||||
| 52 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 4B | ||
| 53 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 4B | ||
| 54 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 4B | ||
| 55 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 4B | ||
| 56 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 4B | |||||
| 5A. STEEL MAIN INSTALLATION (OPEN TRENCH) - Pavement Type: PCC - x ≤ 4" thick | 5A | |||||
| Total Project Main Footage: 501' - 1000' | 5A | |||||
| 57 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 5A | ||
| 58 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 5A | ||
| 59 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 5A | ||
| 60 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 5A | ||
| Total Project Main Footage: 1001' - 3,000' | 5A | |||||
| 61 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 5A | ||
| 62 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 5A | ||
| 63 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 5A | ||
| Add-On Charges | 5A | |||||
| 64 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 5A | |||||
| 65 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 5A | |||||
| 5B. STEEL MAIN INSTALLATION (OPEN TRENCH) - Pavement Type: Asphalt - x ≤ 5" thick | 5B | |||||
| Total Project Main Footage: 501' - 1000' | 5B | |||||
| 66 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 5B | ||
| 67 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 5B | ||
| 68 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 5B | ||
| 69 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 5B | ||
| Total Project Main Footage: 1001' - 3,000' | 5B | |||||
| 70 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 5B | ||
| 71 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 5B | ||
| 72 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 5B | ||
| Add-On Charges | 5B | |||||
| 73 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 5B | |||||
| 74 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 5B | |||||
| 6A. STEEL MAIN INSTALLATION - ARTERIAL STREET CROSSING (OPEN TRENCH) - Pavement type: PCC - x ≤ 4" | 6A | |||||
| Total Project Main Footage: 1' - 120' | 6A | |||||
| 75 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 6A | ||
| 76 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 6A | ||
| 77 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 6A | ||
| 78 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 6A | ||
| 79 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 6A | |||||
| 6B. STEEL MAIN INSTALLATION - ARTERIAL STREET CROSSING (OPEN TRENCH) - Pavement type: Asphalt - x ≤ 5" | 6B | |||||
| Total Project Main Footage: 1' - 120' | 6B | |||||
| 80 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 6B | ||
| 81 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 6B | ||
| 82 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 6B | ||
| 83 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 6B | ||
| 84 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 6B | |||||
| 7A. STEEL MAIN INSTALLATION (HDD) - Pavement Type: PCC - x ≤ 4" thick | 7A | |||||
| Total Project Main Footage: 501' - 1000' | 7A | |||||
| 85 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 7A | ||
| 86 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 7A | ||
| 87 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 7A | ||
| 88 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 7A | ||
| Total Project Main Footage: 1001' - 3,000' | 7A | |||||
| 89 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 7A | ||
| 90 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 7A | ||
| 91 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 7A | ||
| Add-On Charges | 7A | |||||
| 92 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 7A | |||||
| 93 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 7A | |||||
| 7B. STEEL MAIN INSTALLATION (HDD) - Pavement Type: Asphalt - x ≤ 5" thick | 7B | |||||
| Total Project Main Footage: 501' - 1000' | 7B | |||||
| 94 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 7B | ||
| 95 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 7B | ||
| 96 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 7B | ||
| 97 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 7B | ||
| Total Project Main Footage: 1001' - 3,000' | 7B | |||||
| 98 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 7B | ||
| 99 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 7B | ||
| 100 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), Side boom + Vehicles | 7B | ||
| Add-On Charges | 7B | |||||
| 101 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 7B | |||||
| 102 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 7B | |||||
| 8A. STEEL MAIN INSTALLATION - ARTERIAL STREET CROSSING (HDD) - Pavement type: PCC - x ≤ 4" thick | 8A | |||||
| Total Project Main Footage: 1' - 120' | 8A | |||||
| 103 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 8A | ||
| 104 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 8A | ||
| 105 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 8A | ||
| 106 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 8A | ||
| 107 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 8A | |||||
| 8B. STEEL MAIN INSTALLATION - ARTERIAL STREET CROSSING (HDD) - Pavement type: Asphalt - x ≤ 5 | 8B | |||||
| Total Project Main Footage: 1' - 120' | 8B | |||||
| 108 | Main Installation - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 8B | ||
| 109 | Main Installation - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 8B | ||
| 110 | Main Installation - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 8B | ||
| 111 | Main Installation - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 8B | ||
| 112 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 8B | |||||
| 9A. EXISTING STEEL MAIN ABANDONMENT - Pavement Type: PCC - x ≤ 4" thick | 9A | |||||
| Total Project Main Footage: 501' - 1000' | 9A | |||||
| 113 | Main Abandonment - 2" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 114 | Main Abandonment - 3" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 115 | Main Abandonment - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 116 | Main Abandonment - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 117 | Main Abandonment - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 118 | Main Abandonment - 10" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 119 | Main Abandonment - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 120 | Main Abandonment - 14" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 121 | Main Abandonment - 16" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 122 | Main Abandonment - 18" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 123 | Main Abandonment - 20" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| Total Project Main Footage: 1001' - 3,000' | 9A | |||||
| 124 | Main Abandonment - 2" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 125 | Main Abandonment - 3" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 126 | Main Abandonment - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 127 | Main Abandonment - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 128 | Main Abandonment - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 129 | Main Abandonment - 10" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 130 | Main Abandonment - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 131 | Main Abandonment - 14" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 132 | Main Abandonment - 16" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 133 | Main Abandonment - 18" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| 134 | Main Abandonment - 20" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9A | ||
| Add-On Charges | 9A | |||||
| 135 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 9A | |||||
| 136 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 9A | |||||
| 9B. EXISTING STEEL MAIN ABANDONMENT - Pavement Type: Asphalt - x ≤ 5" thick | 9B | |||||
| Total Project Main Footage: 501' - 1000' | 9B | |||||
| 137 | Main Abandonment - 2" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 138 | Main Abandonment - 3" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 139 | Main Abandonment - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 140 | Main Abandonment - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 141 | Main Abandonment - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 142 | Main Abandonment - 10" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 143 | Main Abandonment - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 144 | Main Abandonment - 14" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 145 | Main Abandonment - 16" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 146 | Main Abandonment - 18" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 147 | Main Abandonment - 20" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| Total Project Main Footage: 1001' - 3,000' | 9B | |||||
| 148 | Main Abandonment - 2" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 149 | Main Abandonment - 3" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 150 | Main Abandonment - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 151 | Main Abandonment - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 152 | Main Abandonment - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 153 | Main Abandonment - 10" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 154 | Main Abandonment - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 155 | Main Abandonment - 14" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 156 | Main Abandonment - 16" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 157 | Main Abandonment - 18" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| 158 | Main Abandonment - 20" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 9B | ||
| Add-On Charges | 9B | |||||
| 159 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 9B | |||||
| 160 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 9B | |||||
| 10A. EXISTING STEEL MAIN REMOVAL - Pavement Type: PCC - x ≤ 4" thick | 10A | |||||
| Total Project Main Footage: 501' - 1000' | 10A | |||||
| 161 | Main Removal - 2" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 162 | Main Removal - 3" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 163 | Main Removal - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 164 | Main Removal - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 165 | Main Removal - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 166 | Main Removal - 10" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 167 | Main Removal - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 168 | Main Removal - 14" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 169 | Main Removal - 16" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 170 | Main Removal - 18" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 171 | Main Removal - 20" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| Total Project Main Footage: 1001' - 3,000' | 10A | |||||
| 172 | Main Removal - 2" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 173 | Main Removal - 3" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 174 | Main Removal - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 175 | Main Removal - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 176 | Main Removal - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 177 | Main Removal - 10" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 178 | Main Removal - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 179 | Main Removal - 14" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 180 | Main Removal - 16" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 181 | Main Removal - 18" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| 182 | Main Removal - 20" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10A | ||
| Add-On Charges | 10A | |||||
| 183 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 10A | |||||
| 184 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 10A | |||||
| 10B. EXISTING STEEL MAIN REMOVAL - Pavement Type: Asphalt - x ≤ 5" thick | 10B | |||||
| Total Project Main Footage: 501' - 1000' | 10B | |||||
| 185 | Main Removal - 2" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 186 | Main Removal - 3" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 187 | Main Removal - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 188 | Main Removal - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 189 | Main Removal - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 190 | Main Removal - 10" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 191 | Main Removal - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 192 | Main Removal - 14" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 193 | Main Removal - 16" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 194 | Main Removal - 18" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 195 | Main Removal - 20" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| Total Project Main Footage: 1001' - 3,000' | 10B | |||||
| 196 | Main Removal - 2" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 197 | Main Removal - 3" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 198 | Main Removal - 4" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 199 | Main Removal - 6" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 3 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 200 | Main Removal - 8" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 201 | Main Removal - 10" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 202 | Main Removal - 12" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 203 | Main Removal - 14" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 204 | Main Removal - 16" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 205 | Main Removal - 18" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| 206 | Main Removal - 20" Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 10B | ||
| Add-On Charges | 10B | |||||
| 207 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 10B | |||||
| 208 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 10B | |||||
| 11. STEEL MISCELLANEOUS ITEMS AND RATES | 11 | |||||
| 209 | 1" SAV - Install, Tap, Stop & Complete | each (ea) | 11 | |||
| 210 | 2" SAV - Install, Tap, Stop & Complete | each (ea) | 11 | |||
| 211 | 2" Half Encirclement Pressure Control Fitting - Install, Tap, Stop & Complete | each (ea) | 11 | |||
| 212 | 3" Half Encirclement Pressure Control Fitting - Install, Tap, Stop & Complete | each (ea) | 11 | |||
| 213 | 4" Half Encirclement Pressure Control Fitting - Install, Tap, Stop & Complete | each (ea) | 11 | |||
| 214 | 2" Full Encirclement Pressure Control Fitting - Install only | each (ea) | 11 | |||
| 215 | 3" Full Encirclement Pressure Control Fitting - Install only | each (ea) | 11 | |||
| 216 | 4" Full Encirclement Pressure Control Fitting - Install only | each (ea) | 11 | |||
| 217 | 6" Full Encirclement Pressure Control Fitting - Install only | each (ea) | 11 | |||
| 218 | 8" Full Encirclement Pressure Control Fitting - Install only | each (ea) | 11 | |||
| 219 | 10" Full Encirclement Pressure Control Fitting - Install only | each (ea) | 11 | |||
| 220 | 12" Full Encirclement Pressure Control Fitting - Install only | each (ea) | 11 | |||
| 221 | 14" Full Encirclement Pressure Control Fitting - Install only | each (ea) | 11 | |||
| 222 | 16" Full Encirclement Pressure Control Fitting - Install only | each (ea) | 11 | |||
| 223 | 12" Full Encirclement Pressure Control Fitting - Tap, Stop, & Complete | each (ea) | 11 | |||
| 224 | 2" Tie-in Fitting(e.g. 45, 90 ell, reducer, TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 225 | 3" Tie-in Fitting(e.g. 45, 90 ell, reducer, TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 226 | 4" Tie-in Fitting(e.g. 45, 90 ell, reducer, TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 227 | 6" Tie-in Fitting(e.g. 45, 90 ell, reducer, TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 228 | 8" Tie-in Fitting(e.g. 45, 90 ell, reducer,TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 229 | 10" Tie-in Fitting(e.g. 45, 90 ell, reducer,TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 230 | 12" Tie-in Fitting(e.g. 45, 90 ell, reducer,TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 231 | 14" Tie-in Fitting(e.g. 45, 90 ell, reducer,TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 232 | 16" Tie-in Fitting(e.g. 45, 90 ell, reducer,TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 233 | 18" Tie-in Fitting(e.g. 45, 90 ell, reducer,TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 234 | 20" Tie-in Fitting(e.g. 45, 90 ell, reducer,TF, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 235 | 2" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 236 | 3" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 237 | 4" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 238 | 6" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 239 | 8" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 240 | 10" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 241 | 12" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 242 | 14" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 243 | 16" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 244 | 18" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 245 | 20" Tie-in Fitting(e.g. weld tee, pup, etc.) - includes 2 welds | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 246 | 2" Steel Ball Valve Installation | each (ea) | 11 | |||
| 247 | 3" Steel Ball Valve Installation | each (ea) | 11 | |||
| 248 | 4" Steel Ball Valve Installation | each (ea) | 11 | |||
| 249 | 6" Steel Ball Valve Installation | each (ea) | 11 | |||
| 250 | 8" Steel Ball Valve Installation | each (ea) | 11 | |||
| 251 | 10" Steel Ball Valve Installation | each (ea) | 11 | |||
| 252 | 12" Steel Ball Valve Installation | each (ea) | 11 | |||
| 253 | 14" Steel Ball Valve Installation | each (ea) | 11 | |||
| 254 | 16" Steel Ball Valve Installation | each (ea) | 11 | |||
| 255 | 18" Steel Ball Valve Installation | each (ea) | 11 | |||
| 256 | 20" Steel Ball Valve Installation | each (ea) | 11 | |||
| 257 | 4" Mueller Flanged Tee (FT) Installation | each (ea) | 11 | |||
| 258 | 6" Mueller Flanged Tee (FT) Installation | each (ea) | 11 | |||
| 259 | 8" Mueller Flanged Tee (FT) Installation | each (ea) | 11 | |||
| 260 | 2" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 261 | 3" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 262 | 4" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 263 | 6" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 264 | 8" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 265 | 10" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 266 | 12" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 267 | 14" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 268 | 16" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 269 | 18" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 270 | 20" Non-Controllable Fitting installation (e.g. 45, 90 ell, reducer, TF, Insulation, Tee, End Cap, pup, etc.) - includes 1 weld | each (ea) | If applicable, nominal diameter corresponds to larger side of fitting | 11 | ||
| 271 | Installation of 2” STL pipe ≤ 29' | Per lf | 11 | |||
| 272 | Installation of 3” STL pipe ≤ 29' | Per lf | 11 | |||
| 273 | Installation of 4” STL pipe ≤ 29' | Per lf | 11 | |||
| 274 | Installation of 6” STL pipe ≤ 29' | Per lf | 11 | |||
| 275 | Installation of 8” STL pipe ≤ 29' | Per lf | 11 | |||
| 276 | Installation of 10” STL pipe ≤ 29' | Per lf | 11 | |||
| 277 | Installation of 12” STL pipe ≤ 29' | Per lf | 11 | |||
| 278 | Installation of 14” STL pipe ≤ 29' | Per lf | 11 | |||
| 279 | Installation of 16” STL pipe ≤ 29' | Per lf | 11 | |||
| 280 | Installation of 18” STL pipe ≤ 29' | Per lf | 11 | |||
| 281 | Installation of 20” STL pipe ≤ 29' | Per lf | 11 | |||
| 282 | STEEL Additional Mobilization | each (ea) | 11 | |||
| 283 | STEEL Additional Demobilization | each (ea) | 11 | |||
| 12A. PE MAIN REPLACEMENT (HDD) - Pavement Type: PCC - x ≤ 4" thick | 12A | |||||
| Total Project Main Footage: 501' - 1,000' | 12A | |||||
| 284 | Main Replacement - 2" PE Coil Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of pipe size 3" or less | 12A | |||||
| 285 | Main Replacement - 4" PE Stick Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of like size or less | 12A | |||||
| 286 | Main Replacement - 6" PE Stick Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of like size or less | 12A | |||||
| 287 | Main Replacement - 8" PE Stick Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of like size or less | 12A | |||||
| Total Project Main Footage: 1,001' - 3,000' | 12A | |||||
| 288 | Main Replacement - 2" PE Coil Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of pipe size 3" or less | 12A | |||||
| 289 | Main Replacement - 4" PE Stick Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of like size or less | 12A | |||||
| 290 | Main Replacement - 6" PE Stick Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of like size or less | 12A | |||||
| Add-On Charges | 12A | |||||
| 291 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (501' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 12A | |||||
| 292 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 12A | |||||
| 12B. PE MAIN REPLACEMENT (HDD) - Pavement Type: Asphalt - x ≤ 5" thick | 12B | |||||
| Total Project Main Footage: 501' - 1,000' | 12B | |||||
| 293 | Main Replacement - 2" PE Coil Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of pipe size 3" or less | 12B | |||||
| 294 | Main Replacement - 4" PE Stick Pipe (40' Sticks) | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of like size or less | 12B | |||||
| 295 | Main Replacement - 6" PE Stick Pipe (40' Sticks) | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of like size or less | 12B | |||||
| 296 | Main Replacement - 8" PE Stick Pipe (40' Sticks) | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of like size or less | 12B | |||||
| Total Project Main Footage: 1,001' - 3,000' | 12B | |||||
| 297 | Main Replacement - 2" PE Coil Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of pipe size 3" or less | 12B | |||||
| 298 | Main Replacement - 4" PE Stick Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of like size or less | 12B | |||||
| 299 | Main Replacement - 6" PE Stick Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | |||
| Includes abandonment of like size or less | 12B | |||||
| Add-On Charges | 12B | |||||
| 300 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (501' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 12B | |||||
| 301 | Extra Asphalt Pavement thickness (per 1" increment) for x > 5" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 5" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 12B | |||||
| 13A. PE MAIN INSTALLATION (HDD) - Pavement Type: PCC - x ≤ 4" thick | 13A | |||||
| Total Project Main Footage: 501' - 1,000' | 13A | |||||
| 302 | Main Installation - 2" PE Coil Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 13A | ||
| 303 | Main Installation - 4" PE Stick Pipe (40' Sticks) | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 13A | ||
| 304 | Main Installation - 6" PE Stick Pipe (40' Sticks) | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 13A | ||
| 305 | Main Installation - 8" PE Stick Pipe (40' Sticks) | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 13A | ||
| Total Project Main Footage: 1,001' - 3,000' | 13A | |||||
| 478 | Main Installation - 2" PE Coil Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 13A | ||
| 307 | Main Installation - 4" PE Stick Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 13A | ||
| 308 | Main Installation - 6" PE Stick Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 13A | ||
| Add-On Charges | 13A | |||||
| 309 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (501' - 1,000') | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 13A | |||||
| 310 | Extra PCC Pavement thickness (per 1" increment) for x > 4" | |||||
| (1,000' +) | square foot (sf) | Total add-on cost = unit price * excavated area * # of additional 1" increments above 4" thick | ||||
| Unit Price includes: sawcut, excavate, additional materials & time, haul off, replacement | 13A | |||||
| 13B. PE MAIN INSTALLATION (HDD) - Pavement Type: Asphalt - x ≤ 5" thick | 13B | |||||
| Total Project Main Footage: 501' - 1,000' | 13B | |||||
| 311 | Main Installation - 2" PE Coil Pipe | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 13B | ||
| 312 | Main Installation - 4" PE Stick Pipe (40' Sticks) | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 13B | ||
| 313 | Main Installation - 6" PE Stick Pipe (40' Sticks) | linear foot (lf) | 1 Foreman, 1 Welder, 4 Laborers, 1 Backhoe (with operator), + Vehicles | 13B |
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File details come from the government source that posted it. Updated .