3-C-410 Bid Form-2026-2.xlsx
XLSX spreadsheet 77 KB Posted
- Solicitation number
- FY26-ITBCon-11
- Issued by
- Mecklenburg County, Charlotte City, North Carolina
About this file
The document is a detailed Bid Form for FY26 Water and Sewer Infrastructure Construction - Contract 2, issued by a North Carolina government entity. The project encompasses an undetermined number of individual water and sewer infrastructure projects, including extensions, replacements, low pressure sanitary sewer installations, water distribution system reliability improvements, and sanitary sewer capacity assurance projects. The bid form is structured into three main parts: Common Items, Water Infrastructure, and Sanitary Sewer Infrastructure, with extensive line items covering various construction activities such as pipe installation, valve replacements, lateral connections, manholes, and associated work. The contract appears to be for fiscal year 2026, with line items detailing specific construction tasks across different pipe sizes, depths, and materials.
The bid form includes comprehensive pricing mechanisms for multiple infrastructure scenarios, with quantities specified for each line item but all unit prices currently set at $0.00, indicating this is a template for potential bidders to complete. A 10% contingency is built into the total contract bid, suggesting flexibility for potential scope changes or unforeseen circumstances. The document provides granular pricing options for water and sewer infrastructure work, including different pipe materials (PVC, ductile iron), sizes ranging from 2" to 24", and installation methods such as open cut, horizontal directional drilling, and dry bore. The comprehensive nature of the bid form suggests a sophisticated procurement process designed to capture the full range of potential infrastructure maintenance and expansion needs for the jurisdiction.
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Text version
FY26 - Contract 2 FY26 - Water/Sewer Infrastructure Construction - Contract 2
| BID ITEM | DESCRIPTION | QUANTITY | UNIT PRICE | TOTAL | |||
| PART 1 - COMMON ITEMS | |||||||
| MOBILIZATION | |||||||
| 1 | FOR MOBILIZATION TO THE PROJECT SITE, AS SPECIFIED | ||||||
| A | "TYPE A" MOBILIZATION (THIS ITEM IS LIMITED TO 3% OF THE TOTAL BID AMOUNT) | 1 | LS | $0.00 | |||
| B | "TYPE B1" MOBILIZATION (THIS ITEM IS LIMITED TO AT MOST 50% OF THE "TYPE A" BID AMOUNT, BUT NO GREATER THAN 75% "TYPE C" AMOUNT) | 1 | EA | $0.00 | |||
| C | "TYPE B2" MOBILIZATION (THIS ITEM IS LIMITED TO AT MOST 100% OF THE "TYPE D" BID AMOUNT) | 1 | EA | $0.00 | |||
| D | "TYPE C" MOBILIZATION (THIS ITEM IS LIMITED TO 15% OF THE "TYPE A" BID AMOUNT) | 12 | EA | $0.00 | |||
| E | "TYPE D" MOBILIZATION (THIS ITEM IS LIMITED TO 25% OF THE "TYPE C" BID AMOUNT) | 5 | EA | $0.00 | |||
| ROCK EXCAVATION | |||||||
| 2 | FOR SOLID ROCK EXCAVATION, AS SPECIFIED | ||||||
| A | FOR THE FIRST 25 CY ROCK EXCAVATION PER PROJECT | 25 | CY | $0.00 | |||
| B | FOR ADDITIONAL ROCK EXCAVATION AFTER THE INITIAL 25 CY PER PROJECT | 75 | CY | $0.00 | |||
| STONE STABILIZATION | |||||||
| 3 | FOR STONE STABILIZATION MATERIAL AS SPECIFIED, COMPLETE IN PLACE | 100 | TN | $0.00 | |||
| ASPHALT PAVEMENT | |||||||
| 4.1 | FOR CUTTING (SAWING), MILLING AND REPLACING ALL ASPHALTIC PAVEMENT AS SPECIFIED, COMPLETE IN PLACE | ||||||
| A | FOR CUTTING (SAWING) ASPHALT PAVEMENT | 6,000 | LF | $0.00 | |||
| B | FOR REMOVING AND DISPOSING OF ASPHALT PAVEMENT | ||||||
| a | PER 1-INCH DEPTH (UP TO 12" DEPTH) | 3,000 | SY | $0.00 | |||
| b | PER 1-INCH DEPTH (GREATER THAN 12" DEPTH) | 2,000 | SY | $0.00 | |||
| C | FOR REPLACING ASPHALT PAVEMENT | ||||||
| a | PER 1-INCH DEPTH SURFACE COURSE | 3,000 | SY | $0.00 | |||
| b | PER 1-INCH DEPTH INTERMEDIATE or BASE COURSE | 4,000 | SY | $0.00 | |||
| D | FOR REPLACING ABC STONE BASE | ||||||
| a | PER 1-INCH DEPTH OF STONE BASE | 4,000 | SY | $0.00 | |||
| E | FOR REMOVING AND REPLACING ROLL TYPE FULL DEPTH COMPACTED ASPHALT CURBING (hand placed or by machine) | 50 | LF | $0.00 | |||
| F | MILLING EXISTING ASPHALT | ||||||
| a | MOBILIZATION OF MILLING MACHINE | 5 | EA | $0.00 | |||
| b | MILLING PER INCH OF ASPHALT | 3,000 | SY | $0.00 | |||
| 4.2 | FOR CUTTING (SAWING), MILLING AND REPLACING ALL ASPHALTIC PAVEMENT AS SPECIFIED, COMPLETE IN PLACE ON VALVE REPAIR/REPLACEMENT PROJECTS OR PROJECTS WITH DISTURBED AREA OF LESS THAN 200 S.F. UTILIZING TYPE "D" MOBILIZATION | ||||||
| A | FOR CUTTING (SAWING) ASPHALT PAVEMENT | 200 | LF | $0.00 | |||
| B | FOR REMOVING AND DISPOSING OF ASPHALT PAVEMENT | ||||||
| a | PER 1-INCH DEPTH (UP TO 12" DEPTH) | 200 | SY | $0.00 | |||
| b | PER 1-INCH DEPTH (GREATER THAN 12" DEPTH) | 50 | SY | $0.00 | |||
| C | FOR REPLACING ASPHALT PAVEMENT | ||||||
| a | PER 1-INCH DEPTH SURFACE COURSE | 200 | SY | $0.00 | |||
| b | PER 1-INCH DEPTH INTERMEDIATE or BASE COURSE | 50 | SY | $0.00 | |||
| D | FOR REPLACING ABC STONE BASE | ||||||
| a | PER 1-INCH DEPTH OF STONE BASE | 50 | SY | $0.00 | |||
| E | FOR REMOVING AND REPLACING ROLL TYPE FULL DEPTH COMPACTED ASPHALT CURBING (hand placed or by machine) | 25 | LF | $0.00 | |||
| F | MILLING EXISTING ASPHALT | ||||||
| a | MOBILIZATION OF MILLING MACHINE | 2 | EA | $0.00 | |||
| b | MILLING TO A DEPTH OF 1.5-INCHES | 500 | SY | $0.00 | |||
| CONCRETE | |||||||
| 5.1 | FOR CUTTING (SAWING) AND REPLACING CONCRETE DRIVEWAYS AND WALKWAYS, AS SPECIFIED, COMPLETE IN PLACE | ||||||
| A | FOR CUTTING (SAWING) CONCRETE | 150 | LF | $0.00 | |||
| B | FOR REMOVING & DISPOSING OF CONCRETE | ||||||
| a | 0"-4"DEPTH | 100 | SY | $0.00 | |||
| b | 4"-8" DEPTH | 600 | SY | $0.00 | |||
| c | FOR EACH ADDITIONAL 2-INCH DEPTH OF REMOVAL AND DISPOSAL OF CONCRETE (Will be in addition to Item B (b) above) | 10 | SY | $0.00 | |||
| C | FOR REPLACING CONCRETE | ||||||
| a | 4" DEPTH (such as sidewalk) | 250 | SY | $0.00 | |||
| b | 6" DEPTH (such as driveways) | 150 | SY | $0.00 | |||
| c | FOR EACH ADDITIONAL 2-INCH DEPTH OF CONCRETE REPLACEMENT (Will be in addition to Item C (b) or (c) above) | 10 | SY | $0.00 | |||
| D | FOR CUTTING AND REPLACING CONCRETE CURB AND GUTTER, AS SPECIFIED, COMPLETE IN PLACE | 30 | LF | $0.00 | |||
| 5.2 | FOR CUTTING (SAWING) AND REPLACING CONCRETE DRIVEWAYS AND WALKWAYS, AS SPECIFIED, COMPLETE IN PLACE ON VALVE REPAIR/REPLACEMENT PROJECTS OR PROJECTS WITH DISTURBED AREA OF LESS THAN 200 S.F. UTILIZING TYPE "D" MOBILIZATION | ||||||
| A | FOR CUTTING (SAWING) CONCRETE | 20 | LF | $0.00 | |||
| B | FOR REMOVING & DISPOSING OF CONCRETE | ||||||
| a | 0"-4"DEPTH | 50 | SY | $0.00 | |||
| b | 4"-8" DEPTH | 25 | SY | $0.00 | |||
| c | FOR EACH ADDITIONAL 2-INCH DEPTH OF REMOVAL AND DISPOSAL OF CONCRETE (Will be in addition to Item B (b) above) | 10 | SY | $0.00 | |||
| C | FOR REPLACING CONCRETE | ||||||
| a | 4" DEPTH (such as sidewalk) | 50 | SY | $0.00 | |||
| b | 6" DEPTH (such as driveways) | 25 | SY | $0.00 | |||
| c | FOR EACH ADDITIONAL 2-INCH DEPTH OF CONCRETE REPLACEMENT (Will be in addition to Item C (b) or (c) above) | 15 | SY | $0.00 | |||
| D | FOR CUTTING AND REPLACING CONCRETE CURB AND GUTTER, AS SPECIFIED, COMPLETE IN PLACE | 30 | LF | $0.00 | |||
| BACKFILL | |||||||
| 6 | FOR FURNISHING SELECT BACKFILL MATERIAL, AS SPECIFIED, COMPLETE IN PLACE | 750 | CY | $0.00 | |||
| RESTRICTED SPOIL | |||||||
| 7 | FOR THE ADDITIONAL COST OF RESTRICTED SPOIL AREAS, PER LINEAR FOOT OF CONSTRUCTION AS SPECIFIED, COMPLETE | ||||||
| A | 0'-6' DEPTH | 100 | LF | $0.00 | |||
| B | 6'-12' DEPTH | 400 | LF | $0.00 | |||
| C | 12'-18' DEPTH | 150 | LF | $0.00 | |||
| D | 18' AND DEEPER | 25 | LF | $0.00 | |||
| CLEARING AND GRUBBING | |||||||
| 8 | FOR CLEARING AND GRUBBING RIGHT-OF-WAY AND GRUBBING UNDERBRUSH, AS SPECIFIED | ||||||
| A | CLEARING RIGHT-OF-WAY AND GRUBBING UNDERBRUSH OF ITEMS LESS THAN 6-INCHES IN DIAMETER | 1,000 | SY | $0.00 | |||
| B | FOR CUTTING AND DISPOSING (OR STACKING) OF TREES, LARGER THAN 6-INCH DIAMETER, AS SPECIFIED | ||||||
| a | 6" - 12" IN DIAMETER | 15 | EA | $0.00 | |||
| b | 12" - 18" IN DIAMETER | 10 | EA | $0.00 | |||
| c | 18" - 24" IN DIAMETER | 5 | EA | $0.00 | |||
| d | 24" - 30" IN DIAMETER | 5 | EA | $0.00 | |||
| e | 30" AND LARGER | 5 | EA | $0.00 | |||
| C | CLEARING AND GRUBBING SEWER TRUNK RIGHT-OF-WAY AND/OR EASEMENTS WITHIN WOODED AREAS | 1,000 | SY | $0.00 | |||
| SEEDING AND SOD | |||||||
| 9 | FOR SEEDING AND SODDING AREAS, AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE ENGINEER, COMPLETE AS SP0ECIFIED | ||||||
| A | FOR FERTILIZING, SEEDING AND MULCHING, AS SPECIFIED, COMPLETE IN PLACE | 5,000 | SY | $0.00 | |||
| B | FOR REMOVAL/REPLACEMENT OF SOD OR SPECIAL GRASS, AS SPECIFIED, COMPLETE IN PLACE | 25 | SY | $0.00 | |||
| TEMPORARY CONSTRUCTION ENTRANCES | |||||||
| 10 | FOR INSTALLING, MAINTAINING, AND REMOVING OF TEMPORARY CONSTRUCTION ENTRANCES, AS SPECIFIED, IN PLACE | 5 | EA | $0.00 | |||
| EROSION CONTROL / PROTECTION FENCING | |||||||
| 11 | FOR CONSTRUCTING AND MAINTAINING VARIOUS EROSION CONTROL / PROTECTION FENCING DEVICES, AS SPECIFIED | ||||||
| A | SILT FENCE | 1,000 | LF | $0.00 | |||
| B | SILT FENCE OPENINGS | 5 | EA | $0.00 | |||
| C | STONE SILT CHECK DAM | 20 | EA | $0.00 | |||
| D | TEMPORARY INLET PROTECTION | 20 | EA | $0.00 | |||
| E | EROSION CONTROL BLANKET/JUTE NETTING (12-MONTH LONGEVITY MINIMUM) | 2,000 | SY | $0.00 | |||
| F | EROSION CONTROL BLANKET BIODEGRADABLE (12-MONTH LONGEVITY MINIMUM) | 2,000 | SY | $0.00 | |||
| G | EROSION CONTROL BLANKET/JUTE NETTING (PERMANENT) | 50 | SY | $0.00 | |||
| H | STRAW WATTLE, COMPLETE IN PLACE | 500 | LF | $0.00 | |||
| I | ORANGE PROTECTION FENCE | 300 | LF | $0.00 | |||
| STONE REPLACEMENT | |||||||
| 12 | FOR REPLACING C. A. B. C. STONE OR PIT GRAVEL DRIVES, SHOULDERS, AND ROAD, AS SPECIFIED, COMPLETE | 200 | SY | $0.00 | |||
| EXPLORATORY DIGGING | |||||||
| 13 | FOR EXPLORATORY DIGGING, AS SPECIFIED | ||||||
| A | SMALL CREW WITH EQUIPMENT (3 OR LESS EMPLOYEES) | 20 | HR | $0.00 | |||
| B | LARGE CREW WITH EQUIPMENT (4 OR MORE EMPLOYEES) | 20 | HR | $0.00 | |||
| UNDERGROUND LOCATES | |||||||
| 14 | FOR LOCATING EXISTING UNDERGROUND UTILITIES, AS SPECIFIED | ||||||
| A | LOCATING GAS MAINS | 40 | EA | $0.00 | |||
| B | LOCATING PHONE (FIBER OPTICS) CABLES | 25 | EA | $0.00 | |||
| C | LOCATING PHONE (NON-FIBER OPTICS) CABLES | 25 | EA | $0.00 | |||
| D | LOCATING POWER CABLES | 20 | EA | $0.00 | |||
| E | LOCATING CABLE TV CABLES | 25 | EA | $0.00 | |||
| F | LOCATING STORM PIPES | 20 | EA | $0.00 | |||
| G | LOCATING WATER MAINS | 25 | EA | $0.00 | |||
| H | LOCATING SEWER MAINS | 10 | EA | $0.00 | |||
| RELOCATION OF UNDERGROUND CABLE & GAS | |||||||
| 15 | FOR RELOCATING UNDERGROUND CABLES/PLASTIC NATURAL GAS MAINS AS SPECIFIED, COMPLETE IN PLACE | ||||||
| A | RELOCATING PHONE (FIBER OPTICS) CABLES | 50 | LF | $0.00 | |||
| B | RELOCATING PHONE (NON-FIBER OPTICS) CABLES | 50 | LF | $0.00 | |||
| C | RELOCATING POWER CABLES | 50 | LF | $0.00 | |||
| D | RELOCATING CABLE TV CABLES | 50 | LF | $0.00 | |||
| E | RELOCATING PLASTIC NATURAL GAS MAINS | 50 | LF | $0.00 | |||
| STORM DRAIN REPLACEMENT | |||||||
| 16 | FOR STORM DRAIN REPLACEMENT, AS SPECIFIED, COMPLETE IN PLACE | ||||||
| A | FOR REMOVING AND REPLACING STORM DRAIN PIPE (REUSING THE EXISTING PIPE) | 350 | LF | $0.00 | |||
| B | FOR SUBSTITUTING NEW CLASS III RCP | ||||||
| a | 18" DIAMETER AND SMALLER | 50 | LF | $0.00 | |||
| b | 21" DIAMETER AND LARGER | 10 | LF | $0.00 | |||
| C | FOR SUBSTITUTING NEW CLASS IV RCP | ||||||
| a | 18" DIAMETER AND SMALLER | 10 | LF | $0.00 | |||
| b | 21" DIAMETER AND LARGER | 5 | LF | $0.00 | |||
| D | FOR SUBSTITUTING NEW CORRUGATED METAL PIPE | ||||||
| a | 18" DIAMETER AND SMALLER | 10 | LF | $0.00 | |||
| b | 21" DIAMETER AND LARGER | 10 | LF | $0.00 | |||
| STORM WATER JUNCTION BOXES | |||||||
| 17 | FOR CONSTRUCTING NEW STORM WATER JUNCTION BOXES, AS SPECIFIED, AS DIRECTED, COMPLETE IN PLACE | 1 | EA | $0.00 | |||
| TRAFFIC CONTROL | |||||||
| 18 | FOR MAINTAINING TRAFFIC AS SPECIFIED | ||||||
| A | TRAFFIC CONTROL DEVICES (ALL SIGNS, CONES, BARREELS, ETC.) COMPLETE | 1 | LS | $0.00 | |||
| B | FOR TWO (2) FULL TIME FLAGGERS WITH PADDLE SIGNS | 75 | DYS | $0.00 | |||
| C | FOR JERSEY STYLE PRECAST CONCRETE BARRIERS, IN PLACE | 30 | LF | $0.00 | |||
| D | FOR JERSEY STYLE PLASTIC BARRIER, WATER FILLED, IN PLACE | 30 | LF | $0.00 | |||
| E | STEEL ROAD PLATE | 50 | EA/DAY | $0.00 | |||
| F | FOR TYPE B (30"X60") FLASHING ARROW PANEL | 2 | EA | $0.00 | |||
| G | FOR TRUCK MOUNTED IMPACT ATTENUATOR | 1 | EA | $0.00 | |||
| H | FOR OFF-DUTY POLICE OFFICER WITH MARKED PATROL VEHICLE | 30 | HR | $0.00 | |||
| PORTABLE LIGHT TOWERS | |||||||
| 19 | FOR THE FURNISHING OF PORTABLE LIGHT TOWERS, AS PERIODICALLY SPECIFIED, COMPLETE IN PLACE | 10 | DYS | $0.00 | |||
| PAVEMENT MARKINGS | |||||||
| 20 | FOR REPLACEMENT OF EXISTING PAVEMENT MARKING LINES AND SYMBOLS USING PAVEMENT MARKINGS AS SPECIFIED, COMPLETE IN PLACE | ||||||
| A | 4-INCH SOLID WHITE (OR YELLOW) LINE | ||||||
| a | PAINTED | 25 | LF | $0.00 | |||
| b | THERMOPLASTIC | 25 | LF | $0.00 | |||
| B | 4-INCH WHITE (OR YELLOW) SKIP LINE | ||||||
| a | PAINTED | 25 | LF | $0.00 | |||
| b | THERMOPLASTIC | 25 | LF | $0.00 | |||
| C | 4-INCH SOLID DOUBLE YELLOW LINE | ||||||
| a | PAINTED | 25 | LF | $0.00 | |||
| b | THERMOPLASTIC | 25 | LF | $0.00 | |||
| D | 8-INCH SOLID WHITE LINE | ||||||
| a | PAINTED | 25 | LF | $0.00 | |||
| b | THERMOPLASTIC | 25 | LF | $0.00 | |||
| E | LEFT TURN / RIGHT TURN / STRAIGHT ARROW SYMBOL | ||||||
| a | PAINTED | 5 | EA | $0.00 | |||
| b | THERMOPLASTIC | 5 | EA | $0.00 | |||
| F | RAIL ROAD CROSSING OR ROUTE MARKER PAVEMENT SYMBOLS | ||||||
| a | PAINTED | 1 | EA | $0.00 | |||
| b | THERMOPLASTIC | 1 | EA | $0.00 | |||
| BRICK STRUCTURES | |||||||
| 21 | FOR REMOVING AND REPLACING BRICK STRUCTURES (EXCLUDING BRICK), AS SPECIFIED, COMPLETE IN PLACE | 20 | CF | $0.00 | |||
| RIP RAP | |||||||
| 22 | FOR STONE RIP-RAP (WITHOUT GROUT/ WITH GEOTEXTILE UNDERLAYMENT) AS SPECIFIED, COMPLETE IN PLACE | 500 | SY | $0.00 | |||
| FENCE AND/OR GATE REMOVAL AND RESETTING (OR REPLACEMENT) | |||||||
| 23 | FOR THE REMOVAL AND RESETTING (OR REPLACEMENT) OF FENCES OR GATES, AS SPECIFIED, IN PLACE | ||||||
| A | FOR THE REMOVAL, STORAGE, AND RESETTING OF A PERMANENT FENCE OR GATE | 200 | SFF | $0.00 | |||
| B | FOR THE REMOVAL, DISPOSAL, AND REPLACEMENT OF A PERMANENT FENCE OR GATE (50 LF Max) | 200 | SFF | $0.00 | |||
| C | FOR THE SETTING, MAINTAINING, AND REMOVAL OF A TEMPORARY FENCE OR GATE | 200 | SFF | $0.00 | |||
| JACK & BORE | |||||||
| 24 | FOR FURNISHING AND INSTALLING (DRY-BORE) WITH STEEL ENCASEMENT, AS SPECIFIED, COMPLETE IN PLACE | ||||||
| A | FOR FURNISHING $3,000,000.00 COMMERCIAL OR PUBLIC LIABILITY INSURANCE, AS SPECIFIED IN THE SPECIAL PROVISIONS | 1 | EA | $0.00 | |||
| B | FOR MOBILIZATION, EXCAVATION AND BACKFILL OF THE BORE PIT, AS SPECIFIED, COMPLETE IN PLACE | ||||||
| a | 0' - 5' DEPTH | 5 | EA | $0.00 | |||
| b | EACH ADDITIONAL FOOT OF DEPTH | 10 | VF | $0.00 | |||
| C | 8-INCH DIAMETER CASING (t=.250") FOR 4-INCH LATERAL INSTALLATION | 50 | LF | $0.00 | |||
| D | 12-3/4-INCH DIAMETER CASING (t=.250") | 50 | LF | $0.00 | |||
| E | FOR SUBSTITUTING CASING (ADD ON TO "C" ABOVE) | ||||||
| a | 16-INCH DIAMETER CASING (t=0.250") | 15 | LF | $0.00 | |||
| b | 16-INCH DIAMETER CASING (t=0.281") | 5 | LF | $0.00 | |||
| c | 18-INCH DIAMETER CASING (t=0.250") | 15 | LF | $0.00 | |||
| d | 18-INCH DIAMETER CASING (t=0.312") | 5 | LF | $0.00 | |||
| e | 20-INCH DIAMETER CASING (t=0.250") | 15 | LF | $0.00 | |||
| f | 20-INCH DIAMETER CASING (t=0.344") | 5 | LF | $0.00 | |||
| g | 24-INCH DIAMETER CASING (t=0.250") | 5 | LF | $0.00 | |||
| h | 24-INCH DIAMETER CASING (t=0.406") | 5 | LF | $0.00 | |||
| i | 30-INCH DIAMETER CASING (t=0.469") | 5 | LF | $0.00 | |||
| j | 36-INCH DIAMETER CASING (t=0.375") | 5 | LF | $0.00 | |||
| k | 36-INCH DIAMETER CASING (t=0.562") | 5 | LF | $0.00 | |||
| F | FURNISH AND INSTALL ANTI-FLOTATION SPIDERS, SPACERS, AND OR INSULATORS, COMPLETE IN PLACE AS DIRECTED BY THE ENGINEER | 10 | EA | $0.00 | |||
| G | FOR GROUTING INCOMPLETE ENCASING PIPE, AS SPECIFIED, COMPLETE IN PLACE | ||||||
| a | 16-INCH CASING PIPE AND SMALLER | 5 | LF | $0.00 | |||
| b | 18-INCH TO 24-INCH CASING PIPE | 5 | LF | $0.00 | |||
| c | 30-INCH TO 36-INCH CASING PIPE | 5 | LF | $0.00 | |||
| TUNNELING | |||||||
| 25 | FOR INSTALLING 48' TUNNEL (t=0.50-INCH), ANCHORING THE CARRIER PIPE, AND AND NECESSARY MORTAR END SEALING AS SPECIFIED, COMPLETE IN PLACE. THE UNIT PRICE BID SHALL NOT BE LESS THAN $2000.00 | ||||||
| A | 48-INCH TUNNEL | 20 | LF | $0.00 | |||
| B | MOBILIZATION, EXCAVATION, SHORING AND BACKFILL OF THE TUNNEL PIT | ||||||
| a | 0' - 5' DEPTH | 1 | EA | $0.00 | |||
| b | EACH ADDITIONAL FOOT OF DEPTH | 5 | VF | $0.00 | |||
| NBR PIPE GASKETS | |||||||
| 26 | FOR SUBSTITUTING NITRILE RUBBER (NBR) PIPE GASKETS FOR DUCTILE IRON PIPE, AS SPECIFIED, COMPLETE IN PLACE | ||||||
| A | 4-INCH GASKETS | 3 | EA | $0.00 | |||
| B | 6-INCH GASKETS | 4 | EA | $0.00 | |||
| C | 8-INCH GASKETS | 5 | EA | $0.00 | |||
| D | 12-INCH GASKETS | 5 | EA | $0.00 | |||
| E | 16-INCH GASKETS | 5 | EA | $0.00 | |||
| F | 24-INCH GASKETS | 1 | EA | $0.00 | |||
| GEOTECHNICAL TESTING | |||||||
| 27 | FOR MATERIAL/DENSITY TESTING, AS SPECIFIED | ||||||
| A | SOILS TECHNICIAN SERVICES (FIELD SERVICES) AS SPECIFIED | 50 | HR | $0.00 | |||
| B | LABORATORY TESTING SERVICES, (STANDARD PROCTOR COMPACTION TEST) AS SPECIFIED | 15 | EA | $0.00 | |||
| VACUUM TRUCK | |||||||
| 28 | FOR FURNISHING AND OPERATING A VACUUM TRUCK, INCLUDING COLLECTION, TRANSPORT, AND DISPOSAL, AS SPECIFIED | 10 | EA/DAY | $0.00 | |||
| RESTRICTED WORK HOURS | |||||||
| 29.1 | FOR THE ADDITIONAL COST OF RESTRICTED WORK HOURS | ||||||
| A | FOR THE ADDITIONAL COST OF RESTRICTED WORK HOURS OF 9:00 AM TO 4:00 PM | ||||||
| a | DAILY BASIS, AS SPECIFIED | 120 | CREW/DAY | $0.00 | |||
| b | LINEAR FOOT OF CONSTRUCTION, AS SPECIFIED | 1,000 | LF | $0.00 | |||
| B | FOR THE ADDITIONAL COST OF RESTRICTED WORK HOURS OF 6:00 PM TO 6:00 AM AT NIGHT AND/OR WEEKENDS OF 6:00 PM FRIDAY TO 6:00 AM MONDAY, PER LINEAR FOOT OF CONSTRUCTION, AS SPECIFIED | ||||||
| a | DAILY BASIS, AS SPECIFIED | 30 | CREW/DAY | $0.00 | |||
| b | LINEAR FOOT OF CONSTRUCTION, AS SPECIFIED | 200 | LF | $0.00 | |||
| 29.2 | FOR THE ADDITIONAL COST OF RESTRICTED WORK HOURS ON VALVE REPAIR/REPLACEMENT PROJECTS OR PROJECTS WITH DISTURBED AREA OF LESS THAN 200 S.F. | ||||||
| A | FOR THE ADDITIONAL COST OF RESTRICTED WORK HOURS OF 9:00 AM TO 4:00 PM, PER DAY, AS SPECIFIED | 5 | DYS | $0.00 | |||
| B | FOR THE ADDITIONAL COST OF RESTRICTED WORK HOURS OF 6:00 PM TO 6:00 AM AT NIGHT AND/OR WEEKENDS OF 6:00 PM FRIDAY TO 6:00 AM MONDAY, PER DAY, AS SPECIFIED | 5 | DYS | $0.00 | |||
| 29.3 | A | FOR THE ADDITIONAL COST OF RESTRICTED WORK HOURS OF 9:00 AM TO 4:00 PM, AS SPECIFIED | 20 | HR | $0.00 | ||
| LIQUIDATED DAMAGES | |||||||
| 30 | $400/DAY | 0 | DYS | $0.00 | |||
| CONTRACTOR PRELIMINARY CONSTRUCTION CONSULTING SERVICES | |||||||
| 31 | FOR COMPLEX PROJECTS ONLY TO BE UTILIZED AS REQUESTED BY OWNER | 20 | HR | $0.00 | |||
| TEMPORARY SHORING | |||||||
| 32 | FOR TEMPORARY SHORING, COMPLETE IN PLACE | ||||||
| A | FOR FURNISHING PROJECT SHORING INSTALLATION, INCLUDING REMOVAL AND REINSTALLATION OF SHORING AS REQUIRED, AND SHORING PLANS, AS SPECIFIED | 2 | EA | $0.00 | |||
| B | FOR ADDITIONAL COST OF TEMPORARY SHORING (ADDED TO "A" ABOVE) | ||||||
| 1 | 0'-8' DEPTH | 100 | LF | $0.00 | |||
| 2 | 8'-10' DEPTH (ADD ON TO "1" ABOVE) | 100 | LF | $0.00 | |||
| 3 | 10'-12' DEPTH (ADD ON TO "2" ABOVE) | 100 | LF | $0.00 | |||
| 4 | 12'-14' DEPTH (ADD ON TO "3" ABOVE) | 100 | LF | $0.00 | |||
| 5 | 14'-16' DEPTH (ADD ON TO "4" ABOVE) | 100 | LF | $0.00 | |||
| 6 | FOR EACH ADDITIONAL FT ABOVE 16' (ADD ON TO "5" ABOVE) | 200 | LF | $0.00 | |||
| C | FOR FURNISHING, INSTALLING AND REMOVING TEMPORARY SHORING 4-SIDED EXCAVATION (FOR TS&V/VALVE) | ||||||
| 1 | 0'-6' DEPTH | 4 | EA | $0.00 | |||
| 2 | 6' AND DEEPER (ADD ON TO "1" ABOVE) | 4 | EA | $0.00 | |||
| D | FOR FURNISHING, INSTALLING AND REMOVING TEMPORARY SHORING 4-SIDED EXCAVATION (10'x10' FOR MANHOLE OR RECEIVING PIT) | ||||||
| 1 | 0-8' DEPTH | 4 | EA | $0.00 | |||
| 2 | 8'-14' DEPTH (ADD ON TO "1" ABOVE) | 4 | EA | $0.00 | |||
| 3 | 14' AND DEEPER (ADD ON TO "2" ABOVE) | 4 | EA | $0.00 | |||
| TOTAL COMMON ITEMS | $0.00 |
| PART 2 - WATER | ||||||
| 24" DIP CLASS 250 | ||||||
| 1 | FOR FURNISHING AND INSTALLING 24-INCH DUCTILE IRON PIPE (PRESSURE CLASS 250), WITH PUSH ON JOINTS, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 0-4 FEET OF COVER | 100 | LF | $0.00 | ||
| B | 4-6 FEET OF COVER | 100 | LF | $0.00 | ||
| C | 6-8 FEET OF COVER | 50 | LF | $0.00 | ||
| D | 8 FEET AND DEEPER | 50 | LF | $0.00 | ||
| 16" DIP CLASS 250 | ||||||
| 2 | FOR FURNISHING AND INSTALLING 16-INCH DUCTILE IRON PIPE (PRESSURE CLASS 250), WITH PUSH ON JOINTS, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 0-4 FEET OF COVER | 100 | LF | $0.00 | ||
| B | 4-6 FEET OF COVER | 100 | LF | $0.00 | ||
| C | 6-8 FEET OF COVER | 50 | LF | $0.00 | ||
| D | 8 FEET AND DEEPER | 25 | LF | $0.00 | ||
| 12" PVC OR 12" DIP CLASS 350 | ||||||
| 3.1 | FOR FURNISHING AND INSTALLING 12-INCH POLYVINYL CHLORIDE PIPE (DR 14), WITH PUSH-ON JOINTS, AS SPECIFIED, COMPLETE IN PLACE. | |||||
| A | 0-4 FEET OF COVER | 300 | LF | $0.00 | ||
| B | 4-6 FEET OF COVER | 150 | LF | $0.00 | ||
| C | 6-8 FEET OF COVER | 50 | LF | $0.00 | ||
| D | 8 FEET AND DEEPER | 25 | LF | $0.00 | ||
| 3.2 | FOR FURNISHING AND INSTALLING 12-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350), WITH PUSH-ON JOINTS, AS SPECIFIED, COMPLETE IN PLACE. | |||||
| A | 0-4 FEET OF COVER | 500 | LF | $0.00 | ||
| B | 4-6 FEET OF COVER | 150 | LF | $0.00 | ||
| C | 6-8 FEET OF COVER | 50 | LF | $0.00 | ||
| D | 8 FEET AND DEEPER | 25 | LF | $0.00 | ||
| 8"PVC OR 8" DIP CLASS 350 | ||||||
| 4.1 | FOR FURNISHING AND INSTALLING 8-INCH POLYVINYL CHLORIDE PIPE (DR 14), WITH PUSH-ON JOINTS AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 0-4 FEET OF COVER | 1,000 | LF | $0.00 | ||
| B | 4-6 FEET OF COVER | 250 | LF | $0.00 | ||
| C | 6-8 FEET OF COVER | 100 | LF | $0.00 | ||
| D | 8 FEET AND DEEPER | 50 | LF | $0.00 | ||
| 4.2 | FOR FURNISHING AND INSTALLING 8-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350), WITH PUSH-ON JOINTS AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 0-4 FEET OF COVER | 200 | LF | $0.00 | ||
| B | 4-6 FEET OF COVER | 250 | LF | $0.00 | ||
| C | 6-8 FEET OF COVER | 100 | LF | $0.00 | ||
| D | 8 FEET AND DEEPER | 50 | LF | $0.00 | ||
| 6" PVC OR DIP CLASS 350 | ||||||
| 5.1 | FOR FURNISHING AND INSTALLING 6-INCH POLYVINYL CHLORIDE PIPE (DR 14), WITH PUSH-ON JOINTS, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 0-4 FEET OF COVER | 750 | LF | $0.00 | ||
| B | 4-6 FEET OF COVER | 250 | LF | $0.00 | ||
| C | 6-8 FEET OF COVER | 100 | LF | $0.00 | ||
| D | 8 FEET AND DEEPER | 50 | LF | $0.00 | ||
| 5.2 | FOR FURNISHING AND INSTALLING 6-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350) WITH PUSH-ON JOINTS, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 0-4 FEET OF COVER | 1,000 | LF | $0.00 | ||
| B | 4-6 FEET OF COVER | 250 | LF | $0.00 | ||
| C | 6-8 FEET OF COVER | 100 | LF | $0.00 | ||
| D | 8 FEET AND DEEPER | 50 | LF | $0.00 | ||
| 2" PVC | ||||||
| 6 | FOR FURNISHING AND INSTALLING 2-INCH POLYVINYL CHLORIDE PIPE (DR 14 OR LESS) WITH PUSH-ON JOINTS AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 0-4 FEET OF COVER | 1,000 | LF | $0.00 | ||
| B | 4-6 FEET OF COVER | 250 | LF | $0.00 | ||
| C | 6-8 FEET OF COVER | 100 | LF | $0.00 | ||
| D | 8 FEET AND DEEPER | 50 | LF | $0.00 | ||
| SUBSTITUTING RESTRAINED JOINT DIP & PVC | ||||||
| 7 | FOR SUBSTITUTING RESTRAINED JOINT DUCTILE IRON PIPE AND POLYVINYL CHLORIDE PIPE, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 24-INCH DUCTILE IRON PIPE (PRESSURE CLASS 250) | 100 | LF | $0.00 | ||
| B | 16-INCH DUCTILE IRON PIPE (PRESSURE CLASS 250) | 150 | LF | $0.00 | ||
| C | 12-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350) | 300 | LF | $0.00 | ||
| D | 8-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350) | 300 | LF | $0.00 | ||
| E | 6-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350) | 200 | LF | $0.00 | ||
| F | 12-INCH POLYVINYL CHLORIDE PIPE (DR 14) | 300 | LF | $0.00 | ||
| G | 8-INCH POLYVINYL CHLORIDE PIPE (DR 14) | 300 | LF | $0.00 | ||
| H | 6-INCH POLYVINYL CHLORIDE PIPE (DR 14) | 200 | LF | $0.00 | ||
| SUBSTITUTE 2" RED BRASS OR 3" DIP | ||||||
| 8 | SUBSTITUTING 2-INCH RED BRASS PIPE, (REGULAR STRENGTH SCHEDULE 40 - ASTM B 43) OR 3-INCH DUCTILE IRON PIPE, COMPLETE WITH ADAPTOR COUPLINGS, AS DIRECTED, COMPLETE IN PLACE | 20 | LF | $0.00 | ||
| REPLACING PIPING ON SINGLE PROJECTS WITH A TOTAL OF LESS THAN OR EQUAL TO 20 LF | ||||||
| 9 | FOR FURNISHING AND INSTALLING WATER PIPE, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 24-INCH DIP PIPE | 1 | EA | $0.00 | ||
| B | 20-INCH DIP PIPE | 1 | EA | $0.00 | ||
| C | 16-INCH DIP PIPE | 2 | EA | $0.00 | ||
| D | 12-INCH DIP PIPE | 2 | EA | $0.00 | ||
| E | 8-INCH DIP PIPE | 3 | EA | $0.00 | ||
| F | 6-INCH DIP PIPE | 3 | EA | $0.00 | ||
| G | 4-INCH PVC PIPE | 2 | EA | $0.00 | ||
| H | 2-INCH PVC PIPE | 2 | EA | $0.00 | ||
| I | ADDER FOR EXTRA DEPTH FOR MAIN 2-INCH THROUGH 12-INCH, 10' TO 15' DEEP | 1 | EA | $0.00 | ||
| J | ADDER FOR EXTRA DEPTH FOR MAIN 2-INCH THROUGH 12-INCH, 15' TO 20' DEEP | 1 | EA | $0.00 | ||
| K | ADDER FOR EXTRA DEPTH FOR MAIN 2-INCH THROUGH 12-INCH, GREATER THAN 20' DEEP | 1 | EA | $0.00 | ||
| L | ADDER FOR EXTRA DEPTH FOR MAIN 16-INCH THROUGH 24-INCH, 10' TO 15' DEEP | 1 | EA | $0.00 | ||
| M | ADDER FOR EXTRA DEPTH FOR MAIN 16-INCH THROUGH 24-INCH, 15' TO 20' DEEP | 1 | EA | $0.00 | ||
| N | ADDER FOR EXTRA DEPTH FOR MAIN 16-INCH THROUGH 24-INCH, GREATER THAN 20' DEEP | 1 | EA | $0.00 | ||
| O | ADDER FOR 24-INCH PCCP to DIP ADAPTOR | 1 | EA | $0.00 | ||
| STONE BEDDING (when not otherwise specified with the Pipe) | ||||||
| 10 | FOR FURNISHING AND INSTALLING STONE BEDDING AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | FOR 24-INCH PIPE | 50 | LF | $0.00 | ||
| B | FOR 16-INCH PIPE | 50 | LF | $0.00 | ||
| C | FOR 12-INCH PIPE | 25 | LF | $0.00 | ||
| D | FOR 6-INCH PIPE AND/OR 8-INCH PIPE | 25 | LF | $0.00 | ||
| E | FOR 2-INCH PIPE | 25 | LF | $0.00 | ||
| BUTTERFLY VALVES | ||||||
| 11 | FOR FURNISHING AND INSTALLING DIRECT BURY BUTTERFLY VALVES, COMPLETE WITH VALVE BOXES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 24-INCH BUTTERFLY VALVES | 1 | EA | $0.00 | ||
| B | 16-INCH BUTTERFLY VALVES | 1 | EA | $0.00 | ||
| GATE VALVES | ||||||
| 12 | FOR FURNISHING AND INSTALLING MAIN LINE GATE VALVES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 24-INCH GATE VALVES | 1 | EA | $0.00 | ||
| B | 16-INCH GATE VALVES | 1 | EA | $0.00 | ||
| C | 12-INCH GATE VALVES | 3 | EA | $0.00 | ||
| D | 8-INCH GATE VALVES | 10 | EA | $0.00 | ||
| E | 6-INCH GATE VALVES | 10 | EA | $0.00 | ||
| F | 2-INCH GATE VALVES | 10 | EA | $0.00 | ||
| VALVE REPLACEMENT FOR PROJECTS UTILIZING TYPE "D" MOBILIZATION | ||||||
| 13 | FOR FURNISHING AND INSTALLING VALVE ASSEMBLIES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 24-INCH BFV | 1 | EA | $0.00 | ||
| B | 24-INCH GV | 1 | EA | $0.00 | ||
| C | 20-INCH BFV | 1 | EA | $0.00 | ||
| D | 20-INCH GV | 1 | EA | $0.00 | ||
| E | 16-INCH BFV | 1 | EA | $0.00 | ||
| F | 16-INCH GV | 1 | EA | $0.00 | ||
| G | 12-INCH GV | 1 | EA | $0.00 | ||
| H | 8-INCH GV | 3 | EA | $0.00 | ||
| I | 6-INCH GV | 3 | EA | $0.00 | ||
| J | 4-INCH GV | 2 | EA | $0.00 | ||
| K | 2-INCH GV | 1 | EA | $0.00 | ||
| L | VERIFY OUTSIDE DIAMETER OF PIPE | 3 | EA | $0.00 | ||
| M | ADDER FOR EXTRA DEPTH FOR MAIN 2-INCH THROUGH 12-INCH, 10' TO 15' DEEP | 1 | EA | $0.00 | ||
| N | ADDER FOR EXTRA DEPTH FOR MAIN 2-INCH THROUGH 12-INCH, 15' TO 20' DEEP | 1 | EA | $0.00 | ||
| O | ADDER FOR EXTRA DEPTH FOR MAIN 2-INCH THROUGH 12-INCH, GREATER THAN 20' DEEP | 1 | EA | $0.00 | ||
| P | ADDER FOR EXTRA DEPTH FOR MAIN 16-INCH THROUGH 24-INCH, 10' TO 15' DEEP | 1 | EA | $0.00 | ||
| Q | ADDER FOR EXTRA DEPTH FOR MAIN 16-INCH THROUGH 24-INCH, 15' TO 20' DEEP | 1 | EA | $0.00 | ||
| R | ADDER FOR EXTRA DEPTH FOR MAIN 16-INCH THROUGH 24-INCH, GREATER THAN 20' DEEP | 1 | EA | $0.00 | ||
| S | ADDER FOR VALVE STEM EXTENSION KIT | 1 | EA | $0.00 | ||
| T | ADDER FOR 2-INCH AIR RELEASE - TO BE INSTALLED IN SAME PIT AS NEW VALVE UP TO 4' DEEP | 1 | EA | $0.00 | ||
| U | ADDER FOR 2-INCH AIR RELEASE - TO BE INSTALLED IN SAME PIT AS NEW VALVE > 4' DEEP | 1 | VF | $0.00 | ||
| V | ADDER FOR 24-INCH PCCP to DIP ADAPTOR | 1 | EA | $0.00 | ||
| VALVE OPERATION FOR PROJECTS UTILIZING TYPE "D" MOBILIZATION | ||||||
| 14 | FOR THE OPERATION OF VALVES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | OPERATE 12-INCH AND SMALLER VALVES | 10 | EA | $0.00 | ||
| B | OPERATE 16-INCH AND LARGER VALVES | 5 | EA | $0.00 | ||
| C | VACUUM DEBRIS FROM VALVE BOX: SHOP VAC/AIR HOSE METHOD | 5 | EA | $0.00 | ||
| D | VACUUM DEBRIS FROM VALVE BOX: HYDRO EXCAVATOR / VACUUM EXCAVTION TRUCK | 5 | EA | $0.00 | ||
| TAPPING SLEEVE & VALVES | ||||||
| 15 | FOR FURNISHING AND INSTALLING TAPPING SLEEVE AND VALVE ASSEMBLIES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 24" X 12" | 1 | EA | $0.00 | ||
| B | 24" X 8" | 1 | EA | $0.00 | ||
| C | 24" X 6" | 1 | EA | $0.00 | ||
| D | 16" X 12" | 1 | EA | $0.00 | ||
| E | 16" X 8" | 1 | EA | $0.00 | ||
| F | 16" X 6" | 1 | EA | $0.00 | ||
| G | 12" X 12" | 1 | EA | $0.00 | ||
| H | 12" X 8" | 1 | EA | $0.00 | ||
| I | 12" X 6" | 2 | EA | $0.00 | ||
| J | 8" X 8" | 4 | EA | $0.00 | ||
| K | 8" X 6" | 5 | EA | $0.00 | ||
| L | 6" X 6" | 5 | EA | $0.00 | ||
| TAPPING SADDLES & CORPORATIONS | ||||||
| 16 | FOR FURNISHING AND INSTALLING TAPPING SADDLES AND CORPORATIONS, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 24" X 2" | 1 | EA | $0.00 | ||
| B | 16" X 2" | 1 | EA | $0.00 | ||
| C | 12" X 2" | 4 | EA | $0.00 | ||
| D | 8" X 2" | 10 | EA | $0.00 | ||
| E | 6" X 2" | 10 | EA | $0.00 | ||
| VALVE EXTENSION STEMS | ||||||
| 17 | FOR FURNISHING AND INSTALLING EXTENSION STEMS ON PROPOSED VALVES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | BASE STEM TO 5' IN LENGTH | 1 | EA | $0.00 | ||
| B | EXTRA LENGTH PER FOOT | 2 | VF | $0.00 | ||
| RECOVER AND ADJUST BURIED WATER VALVE FRAME AND COVER FOR PROJECTS UTILIZING TYPE "D" MOBILIZATION | ||||||
| 18 | FOR THE RECOVERY OR ADJUSTMENT OF BURIED VALVE BOXES, AS SPECIFIED, COMPLETE IN PLACE | 3 | EA | $0.00 | ||
| FIRE HYDRANTS | ||||||
| 19 | FOR FURNISHING AND INSTALLING FIRE HYDRANTS, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | WITH TEES ON 24-INCH PIPE (WITH HIGH VELOCITY FH, DOUBLE STORZ, TWO HOSE NOZZLES, w/ 8" MJ SHOE) | 1 | EA | $0.00 | ||
| B | WITH TEES ON 16-INCH PIPE (WITH HIGH VELOCITY FH, DOUBLE STORZ, TWO HOSE NOZZLES, w/ 8" MJ SHOE) | 1 | EA | $0.00 | ||
| C | WITH TEES ON 12-INCH PIPE (WITH HIGH VELOCITY FH, DOUBLE STORZ, TWO HOSE NOZZLES, w/ 8" MJ SHOE) | 3 | EA | $0.00 | ||
| D | WITH TEES ON 8-INCH PIPE (STANDARD FIRE HYDRANT) | 5 | EA | $0.00 | ||
| E | WITH TEES ON 6-INCH PIPE (STANDARD FIRE HYDRANT) | 5 | EA | $0.00 | ||
| F | 6-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350) (RESTRAINED JOINT) | 50 | LF | $0.00 | ||
| G | 6-INCH 90º RESTRAINED JOINT BEND | 2 | EA | $0.00 | ||
| H | 8-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350) (RESTRAINED JOINT) | 20 | LF | $0.00 | ||
| I | 8-INCH 90º RESTRAINED JOINT BEND | 2 | EA | $0.00 | ||
| FIRE HYDRANT EXTENSIONS | ||||||
| 20 | FOR FURNISHING AND INSTALLING FIRE HYDRANT EXTENSIONS, AS SPECIFIED, COMPLETE IN PLACE | 5 | VF | $0.00 | ||
| DUCTILE IRON FITTINGS | ||||||
| 21 | FOR FURNISHING AND INSTALLING DUCTILE IRON CAST FITTINGS AS SPECIFIED, COMPLETE IN PLACE | 2,000 | LBS | $0.00 | ||
| TRANSITION COUPLING | ||||||
| 22 | FOR INSTALLING TRANSITION COUPLING, AS SPECIFIED, COMPLETE IN PLACE. | |||||
| A | 24-INCH DIAMETER | 1 | EA | $0.00 | ||
| B | 20-INCH DIAMETER | 1 | EA | $0.00 | ||
| C | 16-INCH DIAMETER | 1 | EA | $0.00 | ||
| D | 12-INCH DIAMETER | 1 | EA | $0.00 | ||
| E | 8-INCH DIAMETER | 1 | EA | $0.00 | ||
| F | 6-INCH DIAMETER | 1 | EA | $0.00 | ||
| G | 4-INCH DIAMETER | 1 | EA | $0.00 | ||
| H | 2-INCH DIAMETER | 1 | EA | $0.00 | ||
| THRUST BLOCKING | ||||||
| 23 | FOR FURNISHING, FORMING, AND PLACING CONCRETE BLOCKING AS SPECIFIED AND/OR AS SHOWN ON THE PLANS | |||||
| A | REINFORCED CONCRETE BLOCKING | 75 | CF | $0.00 | ||
| B | PLAIN CONCRETE BLOCKING | 100 | CF | $0.00 | ||
| DRY BORE WITHOUT ENCASEMENT | ||||||
| 24 | FOR DRY-BORE, WITHOUT STEEL ENCASEMENT PIPE, OPENINGS NOT GREATER THAN 4-INCHES LARGER THAN O.D. OF PIPE BELLS, FOR THE INSERTION OF 6, 8 OR 12-INCH WATER MAINS, AS SPECIFIED. | |||||
| A | FOR THE FIRST 10 LF (PER BORE SITE) | 10 | EA | $0.00 | ||
| B | FOR ADDITIONAL LENGTH (EXCLUDING FIRST 10 LF PER BORE SITE) | 100 | LF | $0.00 | ||
| PUNCHING OR DRILLING WITHOUT CASING PIPE | ||||||
| 25 | FOR PUNCHING OR DRILLING, WITHOUT ENCASEMENT PIPE, OPENINGS 4-INCHES IN DIAMETER, FOR THE INSERTION OF 2-INCH WATER PIPE, AS SPECIFIED. | 200 | LF | $0.00 | ||
| HORIZONTAL DIRECTIONAL DRILLING WATER MAIN | ||||||
| 26 | FOR WATER MAIN INSTALLATION BY HORIZONTAL DIRECTIONAL DRILLING AS SPECIFIED, COMPLETE IN PLACE. | |||||
| A | FOR USING C900 PVC FOR WATER (Certa-Lok PVC or Fusible PVC) | |||||
| a | 2-INCH PIPE | 400 | LF | $0.00 | ||
| b | 3-INCH PIPE | 100 | LF | $0.00 | ||
| c | 4-INCH PIPE | 50 | LF | $0.00 | ||
| d | 6-INCH PIPE | 50 | LF | $0.00 | ||
| e | 8-INCH PIPE | 100 | LF | $0.00 | ||
| B | FOR USING DR11 HDPE | |||||
| a | 4-INCH PIPE | 50 | LF | $0.00 | ||
| b | 6-INCH PIPE | 50 | LF | $0.00 | ||
| c | 8-INCH PIPE | 100 | LF | $0.00 | ||
| AIR RELEASE VALVES | ||||||
| 27 | FOR FURNISHING AND INSTALLING AIR RELEASE VALVES AS SPECIFIED AND AS DIRECTED BY THE ENGINEER, COMPLETE IN PLACE | |||||
| A | ON 24-INCH PIPE - 4" AIR RELEASE | 1 | EA | $0.00 | ||
| B | ON 16-INCH PIPE - 4" AIR RELEASE | 1 | EA | $0.00 | ||
| C | ON 12-INCH PIPE - 2" AIR RELEASE | 1 | EA | $0.00 | ||
| D | ON 8-INCH PIPE - 2" AIR RELEASE | 1 | EA | $0.00 | ||
| E | ON 6-INCH PIPE - 2" AIR RELEASE | 1 | EA | $0.00 | ||
| PERMANENT 2-INCH BLOW-OFF STANDARD DETAIL 10.5.4 | ||||||
| 28 | FOR FURNISHING AND INSTALLING PERMANENT 2" BLOW-OFFS (STANDARD DETAIL 10.5.4), AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | ON 24-INCH PIPE | 1 | EA | $0.00 | ||
| B | ON 16-INCH PIPE | 1 | EA | $0.00 | ||
| C | ON 12-INCH PIPE | 1 | EA | $0.00 | ||
| D | ON 8-INCH PIPE | 1 | EA | $0.00 | ||
| E | ON 6-INCH PIPE | 2 | EA | $0.00 | ||
| F | ON 2-INCH PIPE | 5 | EA | $0.00 | ||
| PERMANENT 2-INCH BLOW-OFF STANDARD DETAIL 10.4.1 | ||||||
| 29 | FOR FURNISHING AND INSTALLING PERMANENT 2" BLOW-OFFS (STANDARD DETAIL 10.4.1), AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | ON 24-INCH PIPE (INCLUDING WEDGE ACTION THRUST RING PER STANDARD DETAIL #10.4.1) | 1 | EA | $0.00 | ||
| B | ON 16-INCH PIPE (INCLUDING WEDGE ACTION THRUST RING PER STANDARD DETAIL #10.4.1) | 1 | EA | $0.00 | ||
| C | ON 12-INCH PIPE (INCLUDING WEDGE ACTION THRUST RING PER STANDARD DETAIL #10.4.1) | 1 | EA | $0.00 | ||
| D | ON 8-INCH PIPE (INCLUDING WEDGE ACTION THRUST RING PER STANDARD DETAIL #10.4.1) | 2 | EA | $0.00 | ||
| E | ON 6-INCH PIPE (INCLUDING WEDGE ACTION THRUST RING PER STANDARD DETAIL #10.4.1) | 5 | EA | $0.00 | ||
| TEMPORARY 2" BLOW-OFFS | ||||||
| 30 | FOR FURNISHING, USING, AND REMOVING TEMPORARY GALVANIZED STEEL PIPE, DUCTILE IRON OR RED BRASS 2-INCH BLOW-OFFS REQUIRED FOR TESTING | 5 | EA | $0.00 | ||
| WATER SERVICES | ||||||
| 31 | FOR FURNISHING AND INSTALLING WATER SERVICES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | FOR COPPER TUBING (TYPE K ) - OPEN CUT METHOD | |||||
| a | 3/4-INCH TUBING | 200 | LF | $0.00 | ||
| b | 1-INCH TUBING | 10 | LF | $0.00 | ||
| c | 1.5-INCH TUBING | 5 | LF | $0.00 | ||
| d | 2-INCH TUBING | 5 | LF | $0.00 | ||
| B | FOR COPPER TUBING (TYPE K) - BY PUNCH METHOD | |||||
| a | 3/4-INCH TUBING | 200 | LF | $0.00 | ||
| b | 1-INCH TUBING | 10 | LF | $0.00 | ||
| c | 1.5-INCH TUBING | 5 | LF | $0.00 | ||
| d | 2-INCH TUBING | 5 | LF | $0.00 | ||
| C | FOR WATER SERVICES INSTALLED AS PART OF MAIN LINE PIPE INSTALLATION | |||||
| a | 3/4-INCH WATER SERVICES | 50 | EA | $0.00 | ||
| b | 1-INCH WATER SERVICES | 5 | EA | $0.00 | ||
| c | 1.5-INCH WATER SERVICES | 1 | EA | $0.00 | ||
| d | 2-INCH WATER SERVICES | 1 | EA | $0.00 | ||
| D | FOR WATER SERVICES INSTALLED ON EXISTING MAINS (EXISTING BY OTHERS OR EXISTING BY THE CONTRACTOR) | |||||
| a | 3/4-INCH WATER SERVICES | 20 | EA | $0.00 | ||
| b | 1-INCH WATER SERVICES | 2 | EA | $0.00 | ||
| c | 1.5-INCH WATER SERVICES | 1 | EA | $0.00 | ||
| d | 2-INCH WATER SERVICES | 1 | EA | $0.00 | ||
| CONNECTION TO PRIVATE WATER | ||||||
| 32 | FOR CONNECTION TO EXISTING PRIVATE SERVICE PIPE (INSTALLED BY PLUMBER), AS SPECIFIED. THIS ITEM SHALL BE USED IN CONJUNCTION WITH THE NEW WATER SERVICES ITEM ABOVE. | |||||
| A | 3/4-INCH | 1 | EA | $0.00 | ||
| B | 1-INCH | 1 | EA | $0.00 | ||
| C | 1.5-INCH | 1 | EA | $0.00 | ||
| D | 2-INCH | 1 | EA | $0.00 | ||
| TRANSFER OF WATER SERVICES | ||||||
| 33 | ADDITIONAL COST FOR TRANSFERRING EXISTING WATER SERVICES TO PROPOSED WATER MAIN TO CONFORM TO CLT WATER STANDARDS, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 3/4-INCH SERVICES | 10 | EA | $0.00 | ||
| B | 1-SERVICES | 5 | EA | $0.00 | ||
| C | 1.5-INCH SERVICES | 1 | EA | $0.00 | ||
| D | 2-INCH SERVICES | 1 | EA | $0.00 | ||
| IRRIGATION | ||||||
| 34 | FOR FURNISHING AND INSTALLING IRRIGATION SERVICES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | SPLIT CONNECTION - DUAL CHECK VALVE AT METER | 1 | EA | $0.00 | ||
| B | SPLIT CONNECTION - BACKFLOW PREVENTER AT PROPERTY LINE | 1 | EA | $0.00 | ||
| C | DEDICATED SERVICE - DUAL CHECK VALVE AT METER | 1 | EA | $0.00 | ||
| D | DEDICATED SERVICE - BACKFLOW PREVENTER AT PROPERTY LINE | 1 | EA | $0.00 | ||
| CONNECT TO EXISTING WATER MAIN WITHOUT RP JUMPER | ||||||
| 35 | FOR CONNECTIONS TO EXISTING WATER MAINS AT NON-RP JUMPER LOCATIONS (INCLUDING LONG PATTERN SOLID SLEEVE), AS SPECIFIED, COMPLETE IN PLACE. | |||||
| A | 24-INCH DIAMETER | 1 | EA | $0.00 | ||
| B | 16-INCH DIAMETER | 1 | EA | $0.00 | ||
| C | 12-INCH DIAMETER | 1 | EA | $0.00 | ||
| D | 8-INCH DIAMETER | 2 | EA | $0.00 | ||
| E | 6-INCH DIAMETER | 2 | EA | $0.00 | ||
| F | 2-INCH DIAMETER | 1 | EA | $0.00 | ||
| CONNECT TO EXISTING WATER MAIN AT RP JUMPER | ||||||
| 36 | FOR CONNECTIONS TO EXISTING WATER MAINS AT RP JUMPER LOCATIONS, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | FOR FURNISHING, USING, AND REMOVING A 2-INCH DIAMETER REDUCED PRESSURE (RP) PRINCIPLE BACKFLOW PREVENTER JUMPER PER STANDARD DETAILS G | 5 | EA | $0.00 | ||
| B | FOR REMOVING/REPLACING THE RP JUMPER DAILY DUE TO LOCATION AND/OR RESTRICTIONS IMPOSED BY NCDOT OR THE ENGINEER (ADD ON TO A. ABOVE) (PAYMENT IS LIMITED TO ONCE PER PROJECT) | 1 | EA | $0.00 | ||
| C | FOR COMPLETING A CONNECTION TO AN EXISTING MAIN (INCLUDING LONG PATTERN SOLID SLEEVE) | |||||
| a | 24-INCH DIAMETER | 1 | EA | $0.00 | ||
| b | 16-INCH DIAMETER | 1 | EA | $0.00 | ||
| c | 12-INCH DIAMETER | 1 | EA | $0.00 | ||
| d | 8-INCH DIAMETER | 2 | EA | $0.00 | ||
| e | 6-INCH DIAMETER | 2 | EA | $0.00 | ||
| f | 2-INCH DIAMETER | 2 | EA | $0.00 | ||
| D | FOR HYDROSTATIC TESTING A 16-INCH OR 24-INCH STUB OUT | 1 | EA | $0.00 | ||
| INSERT VALVE | ||||||
| 37 | FOR FURNISHING AND INSTALLATION OF INSERT VALVES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 4-INCH RESILIENT WEDGE INSERT VALVE | 1 | EA | $0.00 | ||
| B | 6-INCH RESILIENT WEDGE INSERT VALVE | 3 | EA | $0.00 | ||
| C | 8-INCH RESILIENT WEDGE INSERT VALVE | 1 | EA | $0.00 | ||
| D | 12-INCH RESILIENT WEDGE INSERT VALVE | 1 | EA | $0.00 | ||
| E | VERIFY OUTSIDE DIAMETER OF PIPE | 3 | EA | $0.00 | ||
| F | ADDER FOR EXTRA DEPTH FOR MAIN 4" THROUGH 12", 10.1' TO 15' DEEP | 1 | EA | $0.00 | ||
| G | ADDER FOR EXTRA DEPTH FOR MAIN 4" THROUGH 12", 10.1' TO 20' DEEP | 1 | EA | $0.00 | ||
| H | ADDER FOR EXTRA DEPTH FOR MAIN 4" THROUGH 12", GREATER THAN 20' DEEP | 1 | EA | $0.00 | ||
| I | ADDER FOR VALVE STEM EXTENSION KIT | 1 | EA | $0.00 | ||
| J | ADDER FOR 2" AIR RELEASE (TO BE INSTALLED IN SAME PIT AS NEW VALVE) UP TO 4' DEEP | 1 | EA | $0.00 | ||
| K | ADDER FOR 2" AIR RELEASE (TO BE INSTALLED IN SAME PIT AS NEW VALVE) > 4' DEEP | 1 | VF | $0.00 | ||
| LINE STOPS | ||||||
| 38 | FOR FURNISHING AND INSTALLING LINE STOPS ON EXISTING WATER MAINS AS SPECIFIED COMPLETE | |||||
| A | 12-INCH DIAMETER | 1 | EA | $0.00 | ||
| B | 8-INCH DIAMETER | 1 | EA | $0.00 | ||
| C | 6-INCH DIAMETER | 1 | EA | $0.00 | ||
| LOCKOUT / TAGOUT DEVICE | ||||||
| 39 | FOR FURNISHING AND INSTALLING A LOCKOUT/TAGOUT DEVICE AT THE MAINLINE ISOLATION VALVE, AS SPECIFIED | 1 | EA | $0.00 | ||
| ABANDONMENT OF EXISITING WATER MAIN | ||||||
| 40 | FOR ABANDONMENT OF EXISTING WATER MAINS, AS SPECIFIED ON PLANS AND AS DIRECTED BY THE ENGINEER | |||||
| A | CUT AND PLUG (WATERTIGHT) EXISTING WATER MAINS | |||||
| a | 24-INCH MAIN | 1 | EA | $0.00 | ||
| b | 16-INCH MAIN | 1 | EA | $0.00 | ||
| c | 12-INCH MAIN | 1 | EA | $0.00 | ||
| d | 8-INCH MAIN | 1 | EA | $0.00 | ||
| e | 6-INCH MAIN | 1 | EA | $0.00 | ||
| f | 2-INCH MAIN | 3 | EA | $0.00 | ||
| B | REMOVING EXISTING VALVE BOXES AND ABANDONING EXISTING VALVE | 4 | EA | $0.00 | ||
| OFF-SITE WATER DISPOSAL | ||||||
| 41 | FOR OFF-SITE DISPOSAL OF WATER AT THE TIME OF DISINFECTION AS SPECIFIED AND AS DIRECTED BY THE ENGINEER | |||||
| A | FOR 24-INCH PIPE | 300 | LF | $0.00 | ||
| B | FOR 16-INCH PIPE | 500 | LF | $0.00 | ||
| C | FOR 12-INCH PIPE | 1,000 | LF | $0.00 | ||
| D | FOR 8-INCH PIPE | 750 | LF | $0.00 | ||
| E | FOR 6-INCH PIPE | 750 | LF | $0.00 | ||
| F | FOR 2-INCH PIPE | 500 | LF | $0.00 | ||
| ADJUST VALVE BOXES | ||||||
| 42 | FOR ADJUSTING EXISTING VALVE BOXES, AS SPECIFIED, COMPLETE IN PLACE | 5 | EA | $0.00 | ||
| TEMPORARY WATER SYSTEM | ||||||
| 43 | FOR FURNISHING, INSTALLING, AND MAINTAINING A TEMPORARY WATER SYSTEM, INCLUDING A BACKFLOW PREVENTER, COMPLETE IN PLACE | |||||
| A | FOR 3-INCH PIPE AND SMALLER | 150 | LF | $0.00 | ||
| B | FOR 4-INCH PIPE | 100 | LF | $0.00 | ||
| C | FOR 6-INCH PIPE | 50 | LF | $0.00 | ||
| REPLACE SANITARY SEWER MAINS | ||||||
| 44 | FOR REPLACING SANITARY SEWER MAINS, AS SPECIFIED AND DIRECTED BY THE ENGINEER | |||||
| A | FOR REMOVING EXISTING 8-INCH SEWER MAINS, REPLACING SAME WITH DUCTILE IRON PIPE (PRESSURE CLASS 350) COMPLETE IN PLACE | 10 | LF | $0.00 | ||
| B | FOR REMOVING EXISTING 6-INCH SEWER LATERAL, REPLACING SAME WITH DUCTILE IRON PIPE (PRESSURE CLASS 350) COMPLETE IN PLACE | 10 | LF | $0.00 | ||
| C | FOR REMOVING EXISTING 4-INCH SEWER LATERAL, REPLACING SAME WITH DUCTILE IRON PIPE (PRESSURE CLASS 350) COMPLETE IN PLACE | 10 | LF | $0.00 | ||
| TOTAL BID WATER ITEMS | $0.00 |
| PART 3 - SANITARY SEWER | ||||||
| 8" PVC SANITARY SEWER | ||||||
| 1 | FOR FURNISHING AND INSTALLING 8-INCH SANITARY SEWER PIPE, AS SPECIFIED, COMPLETE IN PLACE IN NEW OR OLD TRENCH | |||||
| A | 0'-6' DEPTH | 1000 | LF | $0.00 | ||
| B | 6'-8' DEPTH | 1000 | LF | $0.00 | ||
| C | 8'-10' DEPTH | 750 | LF | $0.00 | ||
| D | 10'-12' DEPTH | 1000 | LF | $0.00 | ||
| E | 12'-14' DEPTH | 600 | LF | $0.00 | ||
| F | 14'-16' DEPTH | 250 | LF | $0.00 | ||
| G | 16'-18' DEPTH | 100 | LF | $0.00 | ||
| H | 18'-20' DEPTH | 100 | LF | $0.00 | ||
| I | 20' AND DEEPER | 10 | LF | $0.00 | ||
| J | FOR SUBSTITUTING 8-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350) AS SPECIFIED, COMPLETE IN PLACE | 1800 | LF | $0.00 | ||
| K | FOR REMOVING AND DISPOSING OF OLD PIPE IF NEW SEWER IS INSTALLED IN OLD OR EXISTING TRENCH | 100 | LF | $0.00 | ||
| L | INCENDITAL ITEMS FOR FLOW CONTROL, BYPASS PUMPING (SMALLER THAN 4" PUMP), ANY OTHER ITEMS NOT COVERED IN THE PIPE COST FOR PIPE INSTALLED IN OLD OR EXISTING TRENCH. | 100 | LF | $0.00 | ||
| 10" PVC SANITARY SEWER | ||||||
| 2 | FOR FURNISHING AND INSTALLING 10-INCH SANITARY SEWER PIPE, AS SPECIFIED, COMPLETE IN PLACE IN NEW OR OLD TRENCH | |||||
| A | 0'-6' DEPTH | 100 | LF | $0.00 | ||
| B | 6'-8' DEPTH | 100 | LF | $0.00 | ||
| C | 8'-10' DEPTH | 50 | LF | $0.00 | ||
| D | 10'-12' DEPTH | 10 | LF | $0.00 | ||
| E | 12'-14' DEPTH | 5 | LF | $0.00 | ||
| F | 14'-16' DEPTH | 5 | LF | $0.00 | ||
| G | 16'-18' DEPTH | 5 | LF | $0.00 | ||
| H | 18'-20' DEPTH | 5 | LF | $0.00 | ||
| I | 20' AND DEEPER | 5 | LF | $0.00 | ||
| J | FOR SUBSTITUTING 10-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350) AS SPECIFIED, COMPLETE IN PLACE | 50 | LF | $0.00 | ||
| K | FOR REMOVING AND DISPOSING OF OLD PIPE IF NEW SEWER IS INSTALLED IN OLD OR EXISTING TRENCH | 50 | LF | $0.00 | ||
| L | INCIDENTAL ITEMS FOR FLOW CONTROL, BYPASS PUMPING (SMALLER THAN 4" PUMP), ANY OTHER ITEMS NOT COVERED IN THE PIPE COST FOR PIPE INSTALLED IN OLD OR EXISTING TRENCH. | 50 | LF | $0.00 | ||
| 12" PVC SANITARY SEWER | ||||||
| 3 | FOR FURNISHING AND INSTALLING 12-INCH SANITARY SEWER PIPE, AS SPECIFIED, COMPLETE IN PLACE IN NEW OR OLD TRENCH | |||||
| A | 0'-6' DEPTH | 100 | LF | $0.00 | ||
| B | 6'-8' DEPTH | 200 | LF | $0.00 | ||
| C | 8'-10' DEPTH | 100 | LF | $0.00 | ||
| D | 10'-12' DEPTH | 50 | LF | $0.00 | ||
| E | 12'-14' DEPTH | 10 | LF | $0.00 | ||
| F | 14'-16' DEPTH | 10 | LF | $0.00 | ||
| G | 16'-18' DEPTH | 10 | LF | $0.00 | ||
| H | 18'-20' DEPTH | 10 | LF | $0.00 | ||
| I | 20' AND DEEPER | 10 | LF | $0.00 | ||
| J | FOR SUBSTITUTING 12-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350) AS SPECIFIED, COMPLETE IN PLACE | 50 | LF | $0.00 | ||
| K | FOR REMOVING AND DISPOSING OF OLD PIPE IF NEW SEWER IS INSTALLED IN OLD OR EXISTING TRENCH | 50 | LF | $0.00 | ||
| L | INCIDENTAL ITEMS FOR FLOW CONTROL, BYPASS PUMPING (SMALLER THAN 4" PUMP), ANY OTHER ITEMS NOT COVERED IN THE PIPE COST FOR PIPE INSTALLED IN OLD OR EXISTING TRENCH. | 50 | LF | $0.00 | ||
| 16" PVC SANITARY SEWER | ||||||
| 4 | FOR FURNISHING AND INSTALLING 16-INCH SANITARY SEWER PIPE, AS SPECIFIED, COMPLETE IN PLACE IN NEW OR OLD TRENCH | |||||
| A | 0'-6' DEPTH | 50 | LF | $0.00 | ||
| B | 6'-8' DEPTH | 50 | LF | $0.00 | ||
| C | 8'-10' DEPTH | 50 | LF | $0.00 | ||
| D | 10'-12' DEPTH | 30 | LF | $0.00 | ||
| E | 12'-14' DEPTH | 10 | LF | $0.00 | ||
| F | 14'-16' DEPTH | 10 | LF | $0.00 | ||
| G | 16'-18' DEPTH | 10 | LF | $0.00 | ||
| H | 18'-20' DEPTH | 10 | LF | $0.00 | ||
| I | 20' AND DEEPER | 10 | LF | $0.00 | ||
| J | FOR SUBSTITUTING 16-INCH DUCTILE IRON PIPE (PRESSURE CLASS 250) AS SPECIFIED, COMPLETE IN PLACE | 50 | LF | $0.00 | ||
| K | FOR REMOVING AND DISPOSING OF OLD PIPE IF NEW SEWER IS INSTALLED IN OLD OR EXISTING TRENCH | 50 | LF | $0.00 | ||
| L | INCIDENTAL ITEMS FOR FLOW CONTROL, BYPASS PUMPING (SMALLER THAN 4" PUMP), ANY OTHER ITEMS NOT COVERED IN THE PIPE COST FOR PIPE INSTALLED IN OLD OR EXISTING TRENCH. | 50 | LF | $0.00 | ||
| 18" PVC SANITARY SEWER | ||||||
| 5 | FOR FURNISHING AND INSTALLING 18-INCH SANITARY SEWER PIPE, AS SPECIFIED, COMPLETE IN PLACE IN NEW OR OLD TRENCH | |||||
| A | 0'-6' DEPTH | 50 | LF | $0.00 | ||
| B | 6'-8' DEPTH | 100 | LF | $0.00 | ||
| C | 8'-10' DEPTH | 100 | LF | $0.00 | ||
| D | 10'-12' DEPTH | 100 | LF | $0.00 | ||
| E | 12'-14' DEPTH | 10 | LF | $0.00 | ||
| F | 14'-16' DEPTH | 10 | LF | $0.00 | ||
| G | 16'-18' DEPTH | 10 | LF | $0.00 | ||
| H | 18'-20' DEPTH | 10 | LF | $0.00 | ||
| I | 20' AND DEEPER | 10 | LF | $0.00 | ||
| J | FOR SUBSTITUTING 18-INCH DUCTILE IRON PIPE (PRESSURE CLASS 250) AS SPECIFIED, COMPLETE IN PLACE | 50 | LF | $0.00 | ||
| K | FOR REMOVING AND DISPOSING OF OLD PIPE IF NEW SEWER IS INSTALLED IN OLD OR EXISTING TRENCH | 25 | LF | $0.00 | ||
| L | INCIDENTAL ITEMS FOR FLOW CONTROL, BYPASS PUMPING (SMALLER THAN 4" PUMP), ANY OTHER ITEMS NOT COVERED IN THE PIPE COST FOR PIPE INSTALLED IN OLD OR EXISTING TRENCH. | 50 | LF | $0.00 | ||
| 24" PVC SANITARY SEWER | ||||||
| 6 | FOR FURNISHING AND INSTALLING 24-INCH SANITARY SEWER PIPE, AS SPECIFIED, COMPLETE IN PLACE IN NEW OR OLD TRENCH | |||||
| A | 0'-6' DEPTH | 50 | LF | $0.00 | ||
| B | 6'-8' DEPTH | 100 | LF | $0.00 | ||
| C | 8'-10' DEPTH | 100 | LF | $0.00 | ||
| D | 10'-12' DEPTH | 100 | LF | $0.00 | ||
| E | 12'-14' DEPTH | 10 | LF | $0.00 | ||
| F | 14'-16' DEPTH | 10 | LF | $0.00 | ||
| G | 16'-18' DEPTH | 10 | LF | $0.00 | ||
| H | 18'-20' DEPTH | 10 | LF | $0.00 | ||
| I | 20' AND DEEPER | 10 | LF | $0.00 | ||
| J | FOR SUBSTITUTING 24-INCH DUCTILE IRON PIPE (PRESSURE CLASS 250) AS SPECIFIED, COMPLETE IN PLACE | 50 | LF | $0.00 | ||
| K | FOR REMOVING AND DISPOSING OF OLD PIPE IF NEW SEWER IS INSTALLED IN OLD OR EXISTING TRENCH | 25 | LF | $0.00 | ||
| L | INCIDENTAL ITEMS FOR FLOW CONTROL, BYPASS PUMPING (SMALLER THAN 4" PUMP), ANY OTHER ITEMS NOT COVERED IN THE PIPE COST FOR PIPE INSTALLED IN OLD OR EXISTING TRENCH. | 50 | LF | $0.00 | ||
| SEWER CONNECTIONS | ||||||
| 7 | FOR CONNECTION TO AN EXISTING MANHOLE | |||||
| A | FOR CONNECTION TO AN EXISTING MANHOLE, AS SPECIFIED, COMPLETE IN PLACE | 5 | EA | $0.00 | ||
| B | FOR CONNECTION TO AN EXISTING STUB-OUT, AS SPECIFIED, COMPLETE IN PLACE | 1 | EA | $0.00 | ||
| C | FOR CONNECTION TO AN EXISTING SANITARY SEWER MAIN WITH STRADDLE TYPE MANHOLE, AS SPECIFIED, COMPLETE IN PLACE (MANHOLE TO BE PAID FOR BY MANHOLE PAY ITEMS) | 1 | EA | $0.00 | ||
| LATERALS | ||||||
| 8.1 | FOR SEWER LATERAL CONNECTIONS TO THE MAIN, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | INTO MANHOLES (REGARDLESS OF SIZE) | |||||
| a | AT THE INVERT | 2 | EA | $0.00 | ||
| b | ELEVATED, INCLUDING BASIC 0'-3' DEPTH INSIDE DROP INCLUDING BEND AND TEE (4" AND 6" DIAMETER ONLY) | 1 | EA | $0.00 | ||
| c | FOR EXTRA DEPTH OF 4" OR 6" INSIDE DROP | 5 | VF | $0.00 | ||
| d | ELEVATED, INCLUDING BASIC 0'-3' DEPTH OUTSIDE DROP INCLUDING BEND AND TEE (4" AND 6" DIAMETER ONLY) | 1 | EA | $0.00 | ||
| e | FOR EXTRA DEPTH OF 4" OR 6" OUTSIDE DROP | 5 | VF | $0.00 | ||
| B | INTO TEES (PVC OR VCP) (4" AND 6" ONLY) | 5 | EA | $0.00 | ||
| C | INTO TEES (DIP) (4" AND 6" ONLY) | 4 | EA | $0.00 | ||
| D | FOR 4" OR 6" CLEAN OUTS, COMPLETE WITH STAND PIPE AND REMOVAL AIRTIGHT PLUG | 15 | EA | $0.00 | ||
| E | FOR 4" X 4" TIMBER LOCATOR POSTS | 5 | EA | $0.00 | ||
| F | FOR INSTALLATION ON EXISTING MAINS (EXISTING BY OTHERS OR THE CONTRACTOR), (ADD ON TO A(a), A(b), B, OR C ABOVE) | 5 | EA | $0.00 | ||
| 8.2 | FOR SEWER LATERALS, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | FOR 4-INCH (SCHEDULE 40 PVC) PIPE - OPEN CUT | |||||
| a | 0'-6' DEPTH | 100 | LF | $0.00 | ||
| b | 6'-10' DEPTH | 150 | LF | $0.00 | ||
| c | 10'-14' DEPTH | 25 | LF | $0.00 | ||
| d | 14'-18' DEPTH | 10 | LF | $0.00 | ||
| e | 18' AND DEEPER | 5 | LF | $0.00 | ||
| B | FOR SUBSTITUTING 6-INCH SCHEDULE 40 PVC PIPE. (ADD TO "A" ABOVE) | 10 | LF | $0.00 | ||
| C | FOR SUBSTITUTING 4-INCH PRESSURE CLASS 350 PIPE. (ADD TO "A" ABOVE) | 25 | LF | $0.00 | ||
| D | FOR SUBSTITUTING 6-INCH PRESSURE CLASS 350 PIPE. (ADD TO "A" ABOVE) | 5 | LF | $0.00 | ||
| E | INSTALLATION OF LATERAL PIPE BY THE DRY BORE METHOD WITHOUT ENCASEMENT | |||||
| a | FOR 4-INCH PRESSURE CLASS 350 PIPE. | 100 | LF | $0.00 | ||
| b | FOR 6-INCH PRESSURE CLASS 350 PIPE. | 50 | LF | $0.00 | ||
| F | FOR MOBILIZATION, EXCAVATION, SHORING AND BACKFILL OF THE DRY BORE PIT | |||||
| a | 0'-5' DEPTH | 2 | EA | $0.00 | ||
| b | EACH ADDITIONAL FOOT OF DEPTH | 5 | VF | $0.00 | ||
| MANHOLES | ||||||
| 9.1 | FOR BASIC MANHOLES, 0'-6' DEPTH, AS SPECIFIED, BACKFILLED COMPLETE IN PLACE | |||||
| A | WITH GROUTED ON FRAME AND COVER | |||||
| a | FOR 4-FOOT DIAMETER MANHOLES | 15 | EA | $0.00 | ||
| b | FOR 5-FOOT DIAMETER MANHOLES | 2 | EA | $0.00 | ||
| B | BOLTED FRAME TO MANHOLE (TO BE ADDED TO "A" ABOVE) | |||||
| a | FOR 4-FOOT DIAMETER MANHOLES | 1 | EA | $0.00 | ||
| b | FOR 5-FOOT DIAMETER MANHOLES | 1 | EA | $0.00 | ||
| C | FOR EXTRA DEPTH ON MANHOLES AS SPECIFIED, BACKFILLED, COMPLETE IN PLACE | |||||
| a | FOR 4-FOOT DIAMETER MANHOLES | 30 | VF | $0.00 | ||
| b | FOR 5-FOOT DIAMETER MANHOLES | 20 | VF | $0.00 | ||
| 9.2 | FOR OUTSIDE DROPS AT MANHOLES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | FOR BASIC 0'-3' DEPTH INCLUDING BEND AND TEE | 1 | EA | $0.00 | ||
| B | FOR EXTRA DEPTH (EXCLUDING THE FIRST 3 VERTICAL FEET) | 3 | VF | $0.00 | ||
| C | FOR CONNECTION TO AN EXISTING MANHOLE, (ADD TO "A" AND "B" ABOVE) | 1 | EA | $0.00 | ||
| 9.3 | FOR INSIDE DROPS AT MANHOLES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | FOR BASIC 0'-3' DEPTH INCLUDING BEND AND TEE | 1 | EA | $0.00 | ||
| B | FOR EXTRA DEPTH (EXCLUDING THE FIRST 3 VERTICAL FEET) | 3 | VF | $0.00 | ||
| C | FOR CONNECTION TO AN EXISTING MANHOLE, (ADD TO "A" AND "B" ABOVE) | 1 | EA | $0.00 | ||
| 9.4 | FOR REMOVING AND REPLACING MANHOLE STEPS IN AN EXISTING MANHOLE, AS SPECIFIED, COMPLETE IN PLACE | 3 | EA | $0.00 | ||
| 9.5 | FOR MOBILIZATION, EXCAVATION, BACKFILL FOR RAISING BURIED MANHOLES AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 4-FOOT DIAMETER MANHOLES | |||||
| a | RAISE 0-2' | 3 | EA | $0.00 | ||
| b | RAISE 2'-6' | 3 | EA | $0.00 | ||
| c | RAISE 6'-10' | 3 | EA | $0.00 | ||
| B | 5-FOOT DIAMETER MANHOLES | |||||
| a | RAISE 0-2' | 1 | EA | $0.00 | ||
| b | RAISE 2'-6' | 1 | EA | $0.00 | ||
| c | RAISE 6'-10' | 1 | EA | $0.00 | ||
| C | REPLACE EXISTING FRAME AND COVER AS ORIGINALLY INSTALLED | 5 | EA | $0.00 | ||
| D | FURNISH AND INSTALL NEW GROUT ON FRAME AND COVER | 5 | EA | $0.00 | ||
| 9.6 | FOR 4-FOOT DIAMETER WATERTIGHT FIBERGLASS MANHOLES, 0'-6' DEPTH, AS SPECIFIED, BACKFILLED COMPLETE IN PLACE | |||||
| A | WITH GROUTED ON FRAME AND COVER | 2 | EA | $0.00 | ||
| B | BOLTED FRAME TO MANHOLE (TO BE ADDED TO "A" ABOVE) | 2 | EA | $0.00 | ||
| C | FOR EXTRA DEPTH ON 4-FOOT DIAMETER MANHOLES AS SPECIFIED, BACKFILLED, COMPLETE IN PLACE | 5 | VF | $0.00 | ||
| 9.7 | A | FOR EPOXY LINING OF 4-FOOT DIAMETER MANHOLES AS SPECIFIED, COMPLETE IN PLACE | 30 | VF | $0.00 | |
| B | FOR EPOXY LINING OF 5-FOOT DIAMETER MANHOLES AS SPECIFIED, COMPLETE IN PLACE | 30 | VF | $0.00 | ||
| 9.8 | FOR MANHOLE VENT PIPES, AS SPECIFIED, COMPLETE IN PLACE | 2 | EA | $0.00 | ||
| PLUGGING SEWERS | ||||||
| 10 | FOR PLUGGING EXISTING ABANDONED/INACTIVE SEWERS CONNECTING TO MANHOLES, PIPE DIAMETER AS NOTED, AS SPECIFIED, COMPLETE IN PLACE. | |||||
| A | EXIST 4-INCH TO 8-INCH-DIAMETER SEWERS | 5 | EA | $0.00 | ||
| B | EXIST 10-INCH TO 15-INCH-DIAMETER SEWERS | 5 | EA | $0.00 | ||
| ABANDONING MANHOLES | ||||||
| 11 | FOR ABANDONING EXISTING MANHOLES IN PLACE BY REMOVING THE MANHOLE TO 3 FEET BELOW GRADE, PLUGGING CONNECTING PIPES WITH CONCRETE, AND FILLING MANHOLE WITH IMPORTED STONE, IMPORTING SOIL AS NECESSARY FOR FINAL RESTORATION, VARIOUS MANHOLE DIAMETERS, COMPLETE IN PLACE, INCLUDING COMPLETE RESTORATION. | |||||
| A | EXIST 4-FOOT-DIAMETER MANHOLES | |||||
| a | MANHOLES IN UNPAVED AREAS | 2 | EA | $0.00 | ||
| b | MANHOLES IN PAVED AREAS | 2 | EA | $0.00 | ||
| B | EXIST 5-FOOT-DIAMETER MANHOLES | |||||
| a | MANHOLES IN UNPAVED AREAS | 2 | EA | $0.00 | ||
| b | MANHOLES IN PAVED AREAS | 2 | EA | $0.00 | ||
| BYPASS PUMPING | ||||||
| 12 | FOR PERFORMING BYPASS PUMPING, COST PER DAY PER PUMP, WITH ALL NECESSARY PIPING, ALL OTHER BYPASS PUMPING TO BE CONSIDERED INCIDENTAL TO THE WORK WITH COSTS INCLUDED IN OTHER BID ITEMS | |||||
| A | 6-INCH PUMP | 3 | EA | $0.00 | ||
| B | 4-INCH PUMP | 3 | EA | $0.00 | ||
| 4" PVC LPSS | ||||||
| 13 | FOR FURNISHING AND INSTALLING 4-INCH PVC SLIP JOINT LOW PRESSURE SANITARY SEWER PIPE (SDR 18 OR LESS), AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 0-6 FEET OF COVER | 10 | LF | $0.00 | ||
| B | 6-8 FEET OF COVER | 5 | LF | $0.00 | ||
| C | 8 FEET AND DEEPER | 5 | LF | $0.00 | ||
| 3" PVC LPSS | ||||||
| 14 | FOR FURNISHING AND INSTALLING 3-INCH PVC SLIP JOINT LOW PRESSURE SANITARY SEWER PIPE (SDR 21 OR LESS), AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 0-6 FEET OF COVER | 200 | LF | $0.00 | ||
| B | 6-8 FEET OF COVER | 50 | LF | $0.00 | ||
| C | 8 FEET AND DEEPER | 10 | LF | $0.00 | ||
| 2" PVC LPSS | ||||||
| 15 | FOR FURNISHING AND INSTALLING 2-INCH PVC SLIP JOINT LOW PRESSURE SANITARY SEWER PIPE (SDR 21 OR LESS), AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 0-6 FEET OF COVER | 1,200 | LF | $0.00 | ||
| B | 6-8 FEET OF COVER | 750 | LF | $0.00 | ||
| C | 8 FEET AND DEEPER | 100 | LF | $0.00 | ||
| LPSS SERVICE - FULL | ||||||
| 16 | FOR FURNISHING AND INSTALLING LOW PRESSURE SEWER SERVICE (SCHEDULE 80 SOLVENT WELD JOINTS), AS SPECIFIED, COMPLETE IN PLACE. | 15 | EA | $0.00 | ||
| B | FOR 1-1/2-INCH SCHEDULE 80 PVC PIPE - OPEN CUT METHOD | 200 | LF | $0.00 | ||
| C | FOR 1-1/2-INCH SCHEDULE 80 PVC PIPE - BY PUNCH METHOD | 200 | LF | $0.00 | ||
| SDR 13.5 - PVC | ||||||
| 17 | FOR FURNISHING AND INSTALLING PVC PIPE (SDR 13.5 OR LESS) AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | FOR 4-INCH SDR 13.5 PVC PIPE | 100 | LF | $0.00 | ||
| B | FOR 3-INCH SDR 13.5 PVC PIPE | 100 | LF | $0.00 | ||
| C | FOR 2-INCH SDR 13.5 OR LESS PVC PIPE | 150 | LF | $0.00 | ||
| DUCTILE IRON PIPE | ||||||
| 18 | FOR FURNISHING AND INSTALLING 4-INCH DUCTILE IRON PIPE (PRESSURE CLASS 350) AS SPECIFIED, COMPLETE IN PLACE | 50 | LF | $0.00 | ||
| CUT-IN LPSS WYE | ||||||
| 19 | FOR FURNISHING AND INSTALLING CUT-IN WYE'S, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 4-INCH CUT-IN WYE | 1 | EA | $0.00 | ||
| B | 3-INCH CUT-IN WYE | 1 | EA | $0.00 | ||
| C | 2-INCH CUT-IN WYE | 1 | EA | $0.00 | ||
| MAIN LINE PLUG VALVES | ||||||
| 20 | FOR FURNISHING AND INSTALLING MAIN LINE PLUG VALVES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 4-INCH PLUG VALVES - MECHANICAL JOINT | 5 | EA | $0.00 | ||
| B | 3-INCH PLUG VALVES - THREADED JOINT | 5 | EA | $0.00 | ||
| C | 2-INCH PLUG VALVES - THREADED JOINT | 5 | EA | $0.00 | ||
| MAIN LINE CLEANOUTS | ||||||
| 21 | FOR FURNISHING AND INSTALLING MAIN LINE CLEANOUTS WITH SOLVENT WELD PIPE AND FITTINGS, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 2-INCH CLEANOUT ON 4-INCH PIPE | 5 | EA | $0.00 | ||
| B | 2-INCH CLEANOUT ON 3-INCH PIPE | 5 | EA | $0.00 | ||
| C | 2-INCH CLEANOUT ON 2-INCH PIPE | 20 | EA | $0.00 | ||
| CONCRETE BLOCKING | ||||||
| 22 | FOR FURNISHING, FORMING AND PLACING PLAIN CONCRETE BLOCKING AS SPECIFIED, COMPLETE IN PLACE | 75 | CF | $0.00 | ||
| DRY-BORE LPSS | ||||||
| 23 | FOR DRY-BORE WITHOUT STEEL ENCASEMENT PIPE, OPENINGS NOT GREATER THAT 4-INCHES LARGER THAN O.D. OF PIPE BELL, FOR THE INSERTION OF 3" AND 4" LOW PRESSURE SANITARY SEWER PIPE, COMPLETE | |||||
| A | FOR USE WITH 4-INCH CARRIER PIPE | 50 | LF | $0.00 | ||
| B | FOR USE WITH 3-INCH CARRIER PIPE | 50 | LF | $0.00 | ||
| PUNCHING or DRILLING LPSS AND 4-INCH SEWER LATERALS | ||||||
| 24 | FOR PUNCHING OR DRILLING, WITHOUT ENCASEMENT PIPE, OPENINGS 4-INCHES IN DIAMETER, FOR THE INSERTION OF 2-INCH LOW PRESSURE SEWER PIPE, AS SPECIFIED, COMPLETE | 100 | LF | $0.00 | ||
| FOR PUNCHING OR DRILLING, WITHOUT ENCASEMENT PIPE, OPENINGS 6-INCHES IN DIAMETER, FOR THE INSERTION OF 3-INCH LOW PRESSURE OR 4-INCH GRAVITY SEWER PIPE, AS SPECIFIED, COMPLETE | 100 | LF | $0.00 | |||
| HORIZONTAL DIRECTIONAL DRILLING LPSS | ||||||
| 25 | FOR LPSS INSTALLATION BY HORIZONTAL DIRECTIONAL DRILLING AS SPECIFIED, COMPLETE IN PLACE. | |||||
| A | FOR USING PVC FOR LPSS (Certa-Lok PVC, Fusible PVC, or PVC SDR 13.5) | |||||
| a | 2-INCH PIPE | 1,000 | LF | $0.00 | ||
| b | 3-INCH PIPE | 50 | LF | $0.00 | ||
| c | 4-INCH PIPE | 50 | LF | $0.00 | ||
| d | 6-INCH PIPE | 50 | LF | $0.00 | ||
| e | 8-INCH PIPE | 50 | LF | $0.00 | ||
| B | FOR USING DR11 HDPE | |||||
| a | 2-INCH PIPE | 500 | LF | $0.00 | ||
| b | 3-INCH PIPE | 5 | LF | $0.00 | ||
| c | 4-INCH PIPE | 10 | LF | $0.00 | ||
| d | 6-INCH PIPE | 50 | LF | $0.00 | ||
| e | 8-INCH PIPE | 50 | LF | $0.00 | ||
| AIR RELEASE/VACUUM RELIEF VALVES | ||||||
| 26 | FOR INSTALLATION OF AIR RELEASE/VACUUM RELIEF VALVES, AS SPECIFIED, COMPLETE IN PLACE | |||||
| A | 2-INCH AIR RELEASE/VACUUM RELIEF | 2 | EA | $0.00 | ||
| B | 3-INCH AIR RELEASE/VACUUM RELIEF | 2 | EA | $0.00 | ||
| POINT REPAIRS TO EXISTING SANITARY SEWER | ||||||
| 27 | FOR PERFORMING POINT REPAIRS TO EXISTING GRAVITY SEWERS USING DUCTILE IRON PIPE ONLY (EXCEPT FOR 4" AND 6" SERVICE LATERALS, AS NOTED BELOW), REPAIR LENGTH AS SPECIFIED BELOW, VARIOUS PIPE DIAMETERS, VARIOUS DEPTHS OF SEWER, INCLUDING STONE BEDDING, BACKFILLING USING EXCAVATED SOIL, INCLUDING COMPLETE RESTORATION OF GRASSED AREAS (RESTORATION OF PAVED AREAS PAID UNDER SEPARATE BID ITEMS), AS SPECIFIED AND IN ACCORDANCE WITH DETAIL B, COMPLETE IN PLACE. | |||||
| A | REPAIR TO EXIST 4" OR 6" SERVICE LATERALS USING PVC PIPE | |||||
| 1 | 0 TO 10 FEET DEEP | |||||
| 1(a) | 0 TO 6 FEET LONG | 2 | EA | $0.00 | ||
| 1(b) | FOR EACH ADDITIONAL FOOT OVER 6 FEET, (ADD TO ITEM 1(a) ABOVE) | 10 | LF | $0.00 | ||
| 1(c) | ADDITIONAL COST PER FOOT TO USE PRESSURE CLASS 350 DIP (ADD TO ITEMS 1(a) AND 1(b) ABOVE) | 1 | LF | $0.00 | ||
| B | REPAIR TO EXIST 8 INCH DIAMETER SEWERS | |||||
| 1 | 0 TO 5 FEET DEEP | |||||
| 1(a) | 0 TO 12 FEET LONG | 2 | LF | $0.00 | ||
| 1(b) | FOR EACH ADDITIONAL FOOT OVER 12 FEET, (ADD TO ITEM 1(a) ABOVE) | 20 | LF | $0.00 | ||
| 2 | 5.1 TO 10 FEET DEEP | |||||
| 2(a) | 0 TO 12 FEET LONG | 2 | EA | $0.00 | ||
| 2(b) | FOR EACH ADDITIONAL FOOT OVER 12 FEET, (ADD TO ITEM 2(a) ABOVE) | 20 | LF | $0.00 | ||
| 3 | 10.1 TO 15 FEET DEEP | |||||
| 3(a) | 0 TO 12 FEET LONG | 2 | EA | $0.00 | ||
| 3(b) | FOR EACH ADDITIONAL FOOT OVER 12 FEET, (ADD TO ITEM 3(a) ABOVE) | 10 | LF | $0.00 | ||
| 4 | 15.1 TO 20 FEET DEEP | |||||
| 4(a) | 0 TO 12 FEET LONG | 1 | EA | $0.00 | ||
| 4(b) | FOR EACH ADDITIONAL FOOT OVER 12 FEET, (ADD TO ITEM 4(a) ABOVE) | 10 | LF | $0.00 | ||
| C | REPAIR TO EXIST 10 INCH OR 12 INCH DIAMETER SEWERS | |||||
| 1 | 0 TO 5 FEET DEEP | |||||
| 1(a) | 0 TO 12 FEET LONG | 1 | EA | $0.00 | ||
| 1(b) | FOR EACH ADDITIONAL FOOT OVER 12 FEET, (ADD TO ITEM 1(a) ABOVE) | 20 | LF | $0.00 | ||
| 2 | 5.1 TO 10 FEET DEEP | |||||
| 2(a) | 0 TO 12 FEET LONG | 1 | EA | $0.00 | ||
| 2(b) | FOR EACH ADDITIONAL FOOT OVER 12 FEET, (ADD TO ITEM 2(a) ABOVE) | 20 | LF | $0.00 | ||
| 3 | 10.1 TO 15 FEET DEEP | |||||
| 3(a) | 0 TO 12 FEET LONG | 1 | EA | $0.00 | ||
| 3(b) | FOR EACH ADDITIONAL FOOT OVER 12 FEET, (ADD TO ITEM 3(a) ABOVE) | 10 | LF | $0.00 | ||
| 4 | 15.1 TO 20 FEET DEEP | |||||
| 4(a) | 0 TO 12 FEET LONG | 1 | EA | $0.00 | ||
| 4(b) | FOR EACH ADDITIONAL FOOT OVER 12 FEET, (ADD TO ITEM 4(a) ABOVE) | 10 | LF | $0.00 |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .