2. SECTION MEASUREMENT AND PAYMENT:

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2 IN THE SPECIFICATIONS: 1. SECTION BID FORM: REPLACE Pages BF-1 through BF-6 (BF-1 follows page ) with the attached BF-1 through BF-6. This change adds a bid item for payment of CIPP testing. 2. SECTION MEASUREMENT AND PAYMENT: REPLACE Pages through with the attached through This change adds a bid item for payment of CIPP testing. 3. SECTION SEWER CLEANING AND TELEVISION INSPECTION: ADD the following to Section 3.1E: At the Contractor s discretion, solids removed during cleaning operations can be dewatered at the Northside Wastewater Treatment Plant (NSWWTP). The NSWWTP is located at 229 Northside Drive, Danville, VA After dewatering, the Contractor must dispose of the material at the Pittsylvania County Landfill. There will be no cost from the NSWWTP or the Pittsylvania County Landfill. The following are requirements of the NSWWTP: a. Contractor must comply with Severn Trent Services safety policies. A safety policy meeting will occur before any work begins and an acknowledgement of understanding must be signed by an authorized Contractor representative. b. Contractor will be responsible for any damages to the NSWWTP grounds, pavement, or equipment. c. The laydown area will be segregated from the NSWWTP screening/grit area. The use of absorbent booms or other method will be required. d. Nuisance odors from the material will be managed by the Contractor. An odor control plan must be provided. e. All material in laydown area will be removed by the Contractor as soon as possible and before the end of the project. Addendum 1-2

3 f. Any testing required to dispose of the material will be the responsibility of the Contractor. g. Any issues deemed detrimental to the NSWWTP will be addressed on the same day as reported or the Contractor will be required to immediately remove the material at the NSWWTP. 4. SECTION SEWER CLEANING AND TELEVISION INSPECTION: REPLACE Section 3.1G with the following: Attachments: Pages BF-1 through BF-6 Pages through Water for use on this project will be available from selected hydrants in the project area owned and operated by the Owner. Use of hydrants other than those approved by the Owner will not be allowed. The Owner will not charge the Contractor for water used. However, in order to use the Owner s water supply, the Contractor shall meet all Owner requirements for connecting to hydrants. The Contractor shall obtain a permit for connecting to the Owner s hydrants. The requirements for connecting to hydrants include obtaining a back flow preventer from the Owner, paying a $200 refundable deposit for the back flow preventer, installing the complete assembly, and obtaining approval of the installation from the Owner. The hydrants shall be operated in a manner as defined by the Owner. The Contractor shall be responsible for any damage caused by improper operation of hydrants. The Contractor is responsible for meeting all requirements of referenced policies, ordinances, and/or specifications regardless if such requirements are explicitly stated or not in this Contract. (END OF ADDENDUM NO. 1) Addendum 1-3

4 PITTSYLVANIA COUNTY SERVICE AUTHORITY MOUNT HERMON AREA SEWER REHABILITATION BID FORM ITEM DESCRIPTION QUANTITY UNIT PRICE TOTAL 1 FOR CLEANING AND TELEVISING EXISTING SEWERS TO FURTHER EVALUATE THE SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING 4" OR 6" DIAMETER SEWERS (SERVICE LATERALS) 3 EA B. EXISTING 6" DIAMETER MAIN SEWERS 50 LF C. EXISTING 8" DIAMETER MAIN SEWERS 7,000 LF D. EXISTING 10" DIAMETER MAIN SEWERS 50 LF E. EXISTING 12" DIAMETER MAIN SEWERS 50 LF F. DYE TEST TO VERIFY IF A SERVICE LATERAL IS ACTIVE 1) 1 OR 2 SERVICES TO BE DYE TESTED PER SEWER SEGMENT; COST PER DYE TEST 10 EA 2) 3 OR MORE SERVICES TO BE DYE TESTED PER SEWER SEGMENT; COST PER DYE TEST 5 EA 2 FOR PERFORMING POINT REPAIRS TO EXISTING GRAVITY SEWERS USING PVC PIPE, REPAIR LENGTH AS SPECIFIED BELOW, VARIOUS PIPE DIAMETERS, VARIOUS DEPTHS OF SEWER, BACKFILL USING EXCAVATED SOIL EXCEPT AS NOTED, INCLUDING COMPLETE RESTORATION OF GRASSED AREAS (RESTORATION OF PAVED AREAS PAID UNDER SEPARATE BID ITEMS), AS SPECIFIED AND IN ACCORDANCE WITH THE DETAILS, COMPLETE IN PLACE. A. REPAIR TO EXIST 4" OR 6" DIAMETER SEWERS (SERVICE LATERALS) USING PVC PIPE 1) 0 TO 10 FEET DEEP (a) 0 TO 12 FEET LONG 1 EA (b) GREATER THAN 12 FEET IN LENGTH, PAYMENT FOR EACH FOOT OVER 12 FEET, ADD TO ITEM 1(a) ABOVE 5 LF 2) GREATER THAN 10 FEET DEEP (a) 0 TO 12 FEET LONG 1 EA (b) GREATER THAN 12 FEET IN LENGTH, PAYMENT FOR EACH FOOT OVER 12 FEET, ADD TO ITEM 2(a) ABOVE 5 LF B. REPAIR TO EXIST 8" DIAMETER SEWERS 1) 0 TO 10 FEET DEEP (a) 0 TO 12 FEET LONG 3 EA (b) GREATER THAN 12 FEET IN LENGTH, PAYMENT FOR EACH FOOT OVER 12 FEET, ADD TO ITEM 1(a) ABOVE 10 LF 2) GREATER THAN 10 FEET DEEP (a) 0 TO 12 FEET LONG 1 EA (b) GREATER THAN 12 FEET IN LENGTH, PAYMENT FOR EACH FOOT OVER 12 FEET, ADD TO ITEM 2(a) ABOVE 5 LF C. REPAIR TO EXIST 10" DIAMETER SEWERS 1) 0 TO 10 FEET DEEP (a) 0 TO 12 FEET LONG 1 EA (b) GREATER THAN 12 FEET IN LENGTH, PAYMENT FOR EACH FOOT OVER 12 FEET, ADD TO ITEM 1(a) ABOVE 5 LF 2) GREATER THAN 10 FEET DEEP (a) 0 TO 12 FEET LONG 1 EA (b) GREATER THAN 12 FEET IN LENGTH, PAYMENT FOR EACH FOOT OVER 12 FEET, ADD TO ITEM 2(a) ABOVE 5 LF D. REPAIR TO EXIST 12" DIAMETER SEWERS 1) 0 TO 10 FEET DEEP (a) 0 TO 12 FEET LONG 1 EA (b) GREATER THAN 12 FEET IN LENGTH, PAYMENT FOR EACH FOOT OVER 12 FEET, ADD TO ITEM 1(a) ABOVE 5 LF 2) GREATER THAN 10 FEET DEEP (a) 0 TO 12 FEET LONG 1 EA (b) GREATER THAN 12 FEET IN LENGTH, PAYMENT FOR EACH FOOT OVER 12 FEET, ADD TO ITEM 2(a) ABOVE 5 LF BF-1

5 ITEM DESCRIPTION QUANTITY UNIT PRICE TOTAL E. INSTALL DIP TEE WITHIN POINT REPAIR SEGMENT AND RECONNECT LATERAL TO TEE (UP TO 6 FEET OF LATERAL)(ANY DEPTH) 1) 8 INCH TEE 5 EA 2) 10 INCH TEE 1 EA 3) 12 INCH TEE 1 EA F. REPLACE EXISTING STORM SEWER WITH NEW LIKE-SIZE RCP STORM SEWER AS NECESSARY DURING POINT REPAIRS (ANY DEPTH) 1) 12" STORM SEWER 5 LF 2) 15" STORM SEWER 5 LF 3) 18" STORM SEWER 5 LF 3 FOR REPLACING EXISTING SERVICE LATERAL CONNECTIONS AT MAIN SEWER AND INSTALLING NEW LATERAL PIPE TO PROPERTY LINE VIA EXCAVATION, CONNECTION TO BE DUCTILE IRON PIPE ONLY, LATERAL PIPE TO BE PVC OR DUCTILE IRON AS NOTED, CONNECTIONS TO VARIOUS SIZE MAIN SEWERS, VARIOUS LATERAL DEPTHS, BACKFILLING WITH EXCAVATED SOIL EXCEPT AS NOTED, INCLUDING COMPLETE RESTORATION OF GRASSED AREAS (RESTORATION OF PAVED AREAS PAID UNDER SEPARATE BID ITEMS), AS SPECIFIED AND IN ACCORDANCE WITH THE DETAILS, COMPLETE IN PLACE. ITEM TO BE PAID FOR SERVICE LATERAL WORK ONLY OR AS PART OF A POINT REPAIR PAID IN BID ITEM 2 ABOVE. A. NEW DIP CONNECTION AND 6 FEET OF NEW LATERAL PIPE (PVC OR DIP AS NOTED) INCLUDING ALL REQUIRED FITTINGS AND CONNECTION TO EXISTING LATERAL PIPE WHEN REQUIRED 1) LATERAL 0 TO 10 FEET DEEP AT THE MAIN SEWER (a) TEE CONNECTION TO EXIST 6" TO 8" MAIN SEWER WITH 6 FEET OF NEW 4" OR 6" PVC LATERAL 3 EA (b) TEE CONNECTION TO EXIST 10" TO 12" MAIN SEWER WITH 6 FEET OF NEW 4" OR 6" PVC LATERAL 1 EA 2) LATERAL GREATER THAN 10 FEET DEEP AT THE MAIN SEWER (a) TEE CONNECTION TO EXIST 6" TO 8" MAIN SEWER WITH 6 FEET OF NEW 4" OR 6" PVC LATERAL 1 EA (b) TEE CONNECTION TO EXIST 10" TO 12" MAIN SEWER WITH 6 FEET OF NEW 4" OR 6" PVC LATERAL 1 EA B. NEW LATERAL PIPE FROM END OF TEE CONNECTION AND 6 FEET OF PIPE PAID UNDER ITEM 3A TO THE TERMINATION POINT AS SPECIFIED BY THE ENGINEER, OR NEW LATERAL INSTALLATION INTO A NEW OR EXISTING MANHOLE, INCLUDING ALL REQUIRED FITTINGS, VARIOUS PIPE DIAMETERS AND MATERIALS, VARIOUS LATERAL DEPTHS 1) LATERAL PIPE 0 TO 10 FEET DEEP (a) 4" PVC LATERAL PIPE 25 LF (b) 6" PVC LATERAL PIPE 5 LF 2) LATERAL PIPE GREATER THAN 10 FEET DEEP (a) 4" PVC LATERAL PIPE 10 LF (b) 6" PVC LATERAL PIPE 5 LF C. CLEANOUT AT END OF NEW LATERAL PIPE PAID UNDER ITEM 3B WHERE REQUIRED BY THE ENGINEER, ANY DEPTH, VARIOUS PIPE DIAMETERS 1) CLEANOUT FOR 4" PVC LATERAL PIPE 5 EA 2) CLEANOUT FOR 6" PVC LATERAL PIPE 1 EA 3) CLEANOUT FOR 4" DUCTILE IRON LATERAL PIPE 1 EA 4) CLEANOUT FOR 6" DUCTILE IRON LATERAL PIPE 1 EA BF-2

6 ITEM DESCRIPTION QUANTITY UNIT PRICE TOTAL 4 FOR INSTALLING NEW SEWERS TO REPLACE EXISTING SEWERS FROM MANHOLE TO MANHOLE, EITHER IN THE SAME TRENCH OR IN NEW LOCATIONS, VARIOUS DIAMETERS AS SPECIFIED BELOW, VARIOUS DEPTHS, BACKFILLING WITH EXCAVATED SOIL, ALL SPECIFIED BEDDING REQUIREMENTS, INCLUDING COMPLETE RESTORATION OF GRASSED AREAS (RESTORATION OF PAVED AREAS PAID UNDER SEPARATE BID ITEMS), AS SPECIFIED, COMPLETE IN PLACE. A. NEW 8" PVC SEWER 1) 0 TO 6 FEET DEEP 150 LF 2) 6.1 TO 8 FEET DEEP 150 LF 3) 8.1 TO 10 FEET DEEP 100 LF 4) OVER 10 FEET DEEP 50 LF B. NEW 10" PVC SEWER 1) 0 TO 6 FEET DEEP 100 LF 2) 6.1 TO 8 FEET DEEP 100 LF 3) 8.1 TO 10 FEET DEEP 50 LF 4) OVER 10 FEET DEEP 25 LF C. NEW 12" PVC SEWER 1) 0 TO 6 FEET DEEP 100 LF 2) 6.1 TO 8 FEET DEEP 100 LF 3) 8.1 TO 10 FEET DEEP 50 LF 4) OVER 10 FEET DEEP 25 LF D. ADD ON COST FOR SUBSTITUTING DUCTILE IRON PIPE (PRESSURE CLASS 350) FOR ANY PVC SEWER INCLUDED IN THE CONTRACT, AS SPECIFIED, COMPLETE IN PLACE 1) 4" OR 6" SEWER 25 LF 2) 8" SEWER 100 LF 3) 10" SEWER 10 LF 4) 12" SEWER 10 LF E. INSTALL TEE AND RECONNECT LATERAL TO TEE (UP TO 6 FEET OF LATERAL)(ANY DEPTH) 1) 8" X 4" PVC TEE 3 EA 2) 8" X 4" DIP TEE 2 EA 3) 10" X 4" PVC TEE 1 EA 4) 10" X 4" DIP TEE 1 EA 5) 12" X 4" PVC TEE 1 EA 6) 12" X 4" DIP TEE 1 EA 5 FOR INSTALLING NEW PRECAST CONCRETE MANHOLES WITH A CONE SECTION TOP ON EXIST OR NEW SEWERS, VARIOUS DEPTHS AND SIZES OF SEWERS, COMPLETE RESTORATION, AS SPECIFIED, COMPLETE IN PLACE. A. 4 FOOT DIAMETER MANHOLE UP TO 6 FEET IN DEPTH IN UNPAVED AREAS WITH 24" SOLID COVER 2 EA 1) ADD ON COST IF MANHOLE IS IN PAVED AREA (ADD ON TO ITEM 5(A) ABOVE) 1 EA 2) PAYMENT FOR EACH VERTICAL FOOT OVER 6 FEET (ADD ON TO ITEM 5(A) ABOVE) 5 VF 3) PAYMENT FOR EACH CONNECTING SEWER INCLUDING 10 FEET OF NEW DIP (ADD ON TO ITEM 5(A) ABOVE) (a) 4" OR 6" LATERAL PIPE 1 EA (b) 8" SEWER 1 EA (c) 10" SEWER 1 EA (d) 12" SEWER 1 EA 6 FOR INSTALLING 1" THICK CEMENTITIOUS MORTAR ON EXISTING 4-FOOT-DIAMETER MANHOLE WALLS & BENCHES, AS SPECIFIED AND IN ACCORDANCE WITH THE DETAILS, ANY LOCATION, COMPLETE IN PLACE, ANY SPECIFIED MATERIAL. 20 VF 7 FOR RESETTING EXISTING FRAMES AND COVERS AS SPECIFIED, INCLUDING COMPLETE RESTORATION OF PAVED OR UNPAVED AREAS AS SPECIFIED AND IN ACCORDANCE WITH THE DETAILS, COMPLETE IN PLACE. A. MANHOLES IN PAVED AREAS 2 EA B. MANHOLES IN UNPAVED AREAS 1 EA BF-3

7 ITEM DESCRIPTION QUANTITY UNIT PRICE TOTAL 8 FOR REPLACING EXISTING MANHOLE FRAMES AND COVERS WITH NEW 24-INCH-DIAMETER SOLID FRAMES AND COVERS (NO VENT HOLES OR PENETRATING PICK HOLES), AS SPECIFIED, INCLUDING COMPLETE RESTORATION OF PAVED OR UNPAVED AREAS AS SPECIFIED AND IN ACCORDANCE WITH THE DETAILS, COMPLETE IN PLACE. A. MANHOLES IN PAVED AREAS 1 EA B. MANHOLES IN UNPAVED AREAS 1 EA 9 FOR REPLACING EXISTING MANHOLE FRAMES AND COVERS WITH NEW 24-INCH-DIAMETER WATERTIGHT FRAMES AND COVERS, AS SPECIFIED, INCLUDING COMPLETE RESTORATION OF PAVED OR UNPAVED AREAS AS SPECIFIED AND IN ACCORDANCE WITH THE DETAILS, COMPLETE IN PLACE. A. MANHOLES IN PAVED AREAS 8 EA B. MANHOLES IN UNPAVED AREAS 1 EA 10 FOR RAISING EXISTING MANHOLE COVERS WITH BRICKS OR CONCRETE GRADE RINGS, HEIGHT OF ADJUSTMENT AS NOTED, AS SPECIFIED, INCLUDING COMPLETE RESTORATION OF PAVED OR UNPAVED AREAS AS SPECIFIED AND IN ACCORDANCE WITH THE DETAILS, COMPLETE IN PLACE. A. MANHOLES IN PAVED AREAS 1) 0 TO 1 VERTICAL FOOT 8 EA 2) GREATER THAN 1 VERTICAL FOOT, PAYMENT FOR EACH FOOT OVER 1 VERTICAL FOOT, ADD TO ITEM 10(a)(1) ABOVE 2 VF B. MANHOLES IN UNPAVED AREAS 1) 0 TO 1 VERTICAL FOOT 1 EA 2) GREATER THAN 1 VERTICAL FOOT, PAYMENT FOR EACH FOOT OVER 1 VERTICAL FOOT, ADD TO ITEM 10(b)(1) ABOVE 1 VF 11 FOR REBUILDING EXISTING MANHOLE BENCHES AND INVERT CHANNELS INCLUDING REMOVAL OF PIPE IN THE INVERT CHANNEL AS NECESSARY, ANY CONFIGURATION, INCLUDING BYPASS PUMPING, AS SPECIFIED AND IN ACCORDANCE WITH THE DETAILS, COMPLETE IN PLACE. A. IN EXIST 4-FOOT-DIAMETER MANHOLES 4 EA 12 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 1 EA B. EXIST 10-INCH TO 12-INCH-DIAMETER SEWERS 1 EA 13 FOR ABANDONING EXISTING MANHOLES IN PLACE BY REMOVING THE MANHOLE TO 4 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. MANHOLES IN UNPAVED AREAS 1 EA B. MANHOLES IN PAVED AREAS 1 EA 14 FOR REMOVING PROTRUDING SERVICE CONNECTIONS VIA AN INTERNAL ROBOTIC CUTTER PRIOR TO INSTALLING CURED-IN- PLACE PIPE LINING OR AS NECESSARY TO COMPLETE CCTV, ANY SERVICE LATERAL MATERIAL, ANY SIZE LATERAL, AS SPECIFIED, COMPLETE IN PLACE. 5 EA 15 FOR INSTALLING CURED-IN-PLACE PIPE LINING, AS SPECIFIED, ANY REQUIRED INSTALLED LINER THICKNESS, LOCATION AS LISTED, COMPLETE IN PLACE. A. 8" DIAMETER SEWER, ANY REQUIRED INSTALLED LINER THICKNESS 5,800 LF B. 10" DIAMETER SEWER, ANY REQUIRED INSTALLED LINER THICKNESS 100 LF C. 12" DIAMETER SEWER, ANY REQUIRED INSTALLED LINER THICKNESS 100 LF BF-4

8 ITEM DESCRIPTION QUANTITY UNIT PRICE TOTAL 16 FOR RECONNECTING EXISTING ACTIVE SERVICE LATERALS TO NEW CURED-IN-PLACE PIPE LINING VIA AN INTERNAL REMOTE CUTTER, AS SPECIFIED, COMPLETE IN PLACE. 60 EA 17 FOR PERFORMING CIPP PRODUCT TESTS, AS SPECIFIED 20 EA 18 FOR INSTALLING INFLOW DISHES, ANY LOCATION, AS SPECIFIED, COMPLETE IN PLACE. 16 EA 19 FOR REPAIRING INDIVIDUAL AND PRE-CAST JOINT LEAKS, ANY LOCATION, COMPLETE IN PLACE. 10 EA 20 FOR REPLACING WATER SERVICES DAMAGED OR IMPACTED BY THE SEWER CONSTRUCTION INCLUDING INSTALLING NEW 3/4" COPPER PIPE, FITTINGS, YOKES, CORP STOPS, COUPLINGS, FULL CIRCLE REPAIR CLAMPS, CONNECTIONS TO THE EXISTING WATER SERVICE PIPE AT THE PROPERTY LINE, CONNECTION TO THE EXISTING WATER MAIN (MAINS UP TO 8" IN DIAMETER), AND ALL ELSE REQUIRED TO REPLACE THE WATER SERVICE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND DETAILS. A. 3/4" COPPER WATER PIPE, INCLUDING ALL FITTINGS, COUPLINGS, CORP STOPS, YOKES, ETC., AND CONNECTIONS TO EXISTING WATER PIPES 1) WATER SERVICE INSTALLED VIA EXCAVATION (RESTORATION PAID SEPARATELY) 1 EA 2) WATER SERVICE INSTALLED USING A PIERCING TOOL TO CROSS UNDER ROADS WITHOUT EXCAVATION (RESTORATION PAID SEPARATELY) 1 EA B. NEW CONCRETE WATER METER BOX WITH LID 1 EA 21 FOR THE REMOVAL OF ROCK VIA BLASTING PER THE STANDARD SPECIFICATIONS AND ALL APPLICABLE PERMITS 20 CY 22 FOR PERFORMING MISCELLANEOUS RESTORATION WORK AS DEFINED BELOW, AS SPECIFIED, COMPLETE IN PLACE, EXCEPT RESTORATION OF GRASSED AREAS VIA SEEDING AND MULCHING WHICH IS CONSIDERED INCIDENTAL TO THE WORK WITH COSTS INCLUDED IN THE OTHER BID ITEMS AND EXCEPT FOR PAVEMENT RESTORATION WHERE SUCH RESTORATION IS SPECIFICALLY INCLUDED IN OTHER BID ITEMS A. SAWCUT, REMOVE AND REPLACE ASPHALT PAVEMENT, ASPHALT AS SPECIFIED IN THE STANDARD SPECIFICATIONS AND DETAILS 20 SY B. FOR MILLING ROADS PRIOR TO INSTALLING ASPHALT OVERLAY AS REQUIRED BY VDOT AND/OR THE ENGINEER PAYMENT PER SQUARE YARD OF ASPHALT MILLED UP TO 1.5 INCHES (DEPTH), INCLUDING ALL WORK REQUIRED TO PERFORM MILLING AND DISPOSAL OF MATERIALS OFF-SITE, COMPLETE IN 25 PLACE. SY PAYMENT FOR MOBILIZATION OF MILLING EQUIPMENT, AS 2 APPROVED BY THE ENGINEER EA C. SAWCUT, REMOVE AND REPLACE CONCRETE WALKS AND DRIVES (CONCRETE AS SPECIFIED), PER THE STANDARD DETAILS 5 SY D. SAWCUT, REMOVE AND REPLACE CONCRETE CURBS AND GUTTERS, (CONCRETE AS SPECIFIED), PER LINEAR FOOT OF REPLACEMENT 20 LF E. REMOVE UNSUITABLE EXCAVATED SOIL AND DISPOSE OF OFFSITE, AND BACKFILL WITH IMPORTED SELECT FILL, ADD TO VARIOUS BID ITEMS WHERE THIS IS REQUIRED AS APPROVED BY THE ENGINEER, COST PER CUBIC YARD OF COMPACTED SELECT FILL INSTALLED 10 CY F. REMOVE EXCAVATED SOIL AND DISPOSE OF OFFSITE, AND BACKFILL WITH IMPORTED VDOT #21A OR #21B STONE UNDER PAVED ROADS, ADD TO VARIOUS BID ITEMS WHERE THIS REQUIREMENT APPLIES, COST PER CUBIC YARD OF VDOT #21A OR #21B STONE INSTALLED 50 CY G. INSTALL SOD FOR GRASS RESTORATION, COST PER SQUARE YARD OF INSTALLED SOD 5 SY BF-5

9 ITEM DESCRIPTION QUANTITY UNIT PRICE TOTAL H. INSTALL STONE FOR RESTORING GRAVEL AREAS, COST PER CUBIC YARD OF PLACED STONE 5 CY SUBTOTAL (ITEMS 1-22) 23 FOR MOBILIZATION TO THE PROJECT SITE, AS SPECIFIED (MAX OF 2% OF SUBTOTAL) TOTAL (ITEMS 1-23) BF-6

10 SECTION MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.1 SCOPE This section describes the methods by which measurement will be made of the quantities for which payment will be made for the project. It is the intention of this Specification that payment will be made for those items listed in the Bid Schedule only. All items of work not specifically listed in the Bid Schedule shall be included in the prices for the various items listed on the bid schedule. PART 2 - PRODUCTS - Not Used. PART 3 -EXECUTION 3.1 GENERAL Measurements for purpose of payment shall be in accordance with the unit quantities stated in the proposal as defined below. Whenever units of measure (i.e. linear feet, each, and similar units of measurement) are mentioned in a proposal, it shall be interpreted to mean the unit installed in accordance with the plans and specifications, and ready for use. The prices stated in the Proposal shall include all costs and expenses for labor, tools, equipment, materials, transportation charges and expenses, taxes, labor for handling materials during inspection, together with any and all other costs and expenses for performing and completing the work as shown on the plans and specified herein. The Contractor's attention is again called to the fact that the quotations for the various items of work are intended to establish a total price for completing the work in its entirety. Should the Contractor feel that the cost for any item of work has not been established by the Bid Form or Basis of Payment, he shall include the cost for that work in some other applicable bid item, so that his proposal for the project does reflect his total price for completing the work in its entirety. 3.2 WORK ITEMS The Bid includes the following abbreviations: - LF = linear foot - VF = vertical foot - EA = each - CY = cubic yard - SY = square yard - HR = hour Item 1 - Sewer Cleaning and Television Inspection: This item includes all work and equipment required to completely clean (remove debris, roots, grease, pipe tuberculation and other material) and televise existing 4 through 12 sewers to further evaluate the condition of the sewers as specified. The cleaning and CCTV inspections will be used to identify defects in need of repair and as pre-cipp installation work. Costs shall include any and all debris encountered in the work regardless of severity and disposing of all debris. Costs shall also include submittals of the digital inspections to the Engineer as specified. Further, costs shall include any and all costs associated with accessing the sewers and manholes to perform the work as specified including clearing

11 sewer easements, building access roads, negotiating with property owners, traffic control, complete restoration of areas disturbed by the work, etc. This item includes working in any location (unpaved areas or paved areas). Bid Items are included for cleaning and televising existing 4 or 6 service laterals and 6, 8, 10, and 12 sewers. Sewer cleaning and television inspection for service laterals will be paid for on a lump sum basis for each service lateral cleaned and televised regardless of the length. Service laterals may be 4 or 6 in diameter. Sewer cleaning and television inspection will be measured and paid for on a linear foot basis to the nearest one-tenth of a foot for main sewers 6 and larger. Measurement will be along the horizontal centerline of the pipe with no deductions for manholes and will be from center of manhole to center of manhole. A bid item is also included for verifying if service laterals are active. A camera shall be deployed in the sewer segment where the service lateral is located. Dye with sufficient color and concentration to readily see if present shall be poured in the clean-out and the camera maneuvered within the sewer segment to find the location where the dye is entering. If a cleanout is not present, the Contractor shall coordinate with home owners or business owners to have the home owners or business owners pour dye into a toilet and flush. The Contractor shall make every reasonable effort to coordinate with the home owners or business owners prior to mobilizing the CCTV truck and document the effort. Payment will be made for each clean-out or home/business where dye is introduced. Video of dye entering the sewer with accurate footage of the location of the service lateral or video proving that the entire sewer segment was televised and no dye was present shall be submitted to the Engineer. Payment will be made on the basis of the unit price bid in the Bid. This item does not include televising sewers for final acceptance. Those costs shall be included in the various unit prices for that work no separate payment will be made. Item 2 - Point Repairs to Existing Sewers: This item includes all materials, equipment, and work required to perform point repairs to existing sewers. Bid Items are included for existing 4 or 6, 8, 10, and 12 sewers at various depths. Bid Items are included for a lump sum payment for performing point repairs up to 12 feet in length and payment per linear foot for each foot over 12 feet. When a point repair exceeds 12 feet in length, the Contractor shall be paid for the first 12 feet of the point repair under the lump sum Bid Item and then on a linear foot basis for each foot over 12 feet. The work shall be performed as specified and in accordance with the details. Refer to Detail SS-22. The base bid items include backfilling with the excavated soil. If the excavated soil is not suitable for backfilling and VDOT #21A or #21B stone is required for backfilling the trench, payment for removing and disposing of the excavated material offsite and importing the specified material will be paid under Bid Item 22F. The base bid items include all required restoration of grassed areas disturbed by the work. Restoration of asphalt pavement, concrete, curbs and gutters, sod and graveled areas shall be paid separately under Bid Item 22. Bid Item 2F is included for installing ductile iron tees within point repair segments for various pipe diameters at any depth and installing 6 feet of PVC or DIP lateral. Bid Item 2G is included for replacing existing storm sewer as necessary with new RCP storm sewer that may be encountered/damaged during point repairs. Payment will not be made for any storm sewer replacement unless approved by the Engineer prior to performing the repair

12 These items further include payment for saw-cutting existing asphalt or concrete and disposing of material, excavation, removal and off-site disposal of existing soil and sewer pipe, installation of new sewer, connections to existing manholes and sewers, bedding, backfilling, compaction, bypass sewage pumping during construction, accessing sewers and manholes as specified, traffic control, compliance with required working hours, coordination with and location of existing utilities, erosion control, and all else incidental thereto for which separate payment is not provided under other Bid Items. This item also includes television inspection after the point repairs are completed to confirm proper installation. Payment will be made for each point repair at the installed depth. Payment will be made on the basis of the unit price bid in the Proposal. Payment will not be made for any length outside of the required point repair length as defined by the Engineer unless approved by the Engineer prior to performing the point repair. In addition, no payment will be made for additional repairs located outside of the defined length that are required as a result of the Contractor s work on the defined point repair. Item 3 - Replacing Existing Service Connections and Installing New Service Laterals: This item includes all materials, equipment, and work required to replace existing service connections at varying depths and various pipe materials and to install new lateral pipes to the property line at varying depths and using various pipe materials. Bid Items are included (1) for replacing the service connection by installing a new ductile iron tee and replacing the first 6 feet (as measured from the centerline of the main sewer) of the existing service lateral, (2) for installing a new service lateral from the end of the tee connection and 6 feet of pipe to the property line, and (3) for installing a cleanout at the end of the new service lateral as specified and in accordance with the details. For the new connection and 6 feet of new sewer, Bid Items are included for installation of a new ductile iron tee connection with necessary fittings and adapters and new lateral pipe via excavation, and connecting to various sizes of main sewer at various depths (at the main sewer connection). All tee connections shall be ductile iron. The base bid for the tee connection includes 6 feet of new PVC pipe. For the new service lateral pipe, Bid Items are included for new 4 and 6 PVC and ductile iron service laterals at various depths (actual depth of the new service lateral). Payment for this item will begin at the end of the 6 feet of pipe installed as part of the tee connection or for any new lateral pipe installed that is not part of a tee connection. Measurement will be for actual footage of new lateral pipe installed. Measurement of linear footage will be along the centerline of the service lateral from the end of the 6 feet of lateral included in the tee connection to the end of the installed lateral (typically to the property line or edge of the sewer or road right-of-way at the location of a cleanout). The base bid items for the connection and new service laterals include backfilling with the excavated soil. If the excavated soil is not suitable for backfilling and VDOT #21A or #21B stone is required for backfilling the trench, payment for removing and disposing of the excavated material offsite and importing the specified material will be paid under Bid Item 22F. Bid Items are included for installing cleanouts on new 4 and 6 PVC and ductile iron service laterals at any depth. The cleanout shall be in accordance with the specifications. The cleanout shall be considered to begin at the wye fitting on the service lateral pipe. In some cases, a cleanout may be specified for installation without replacing the lateral. This item includes cleanouts on any size lateral at any depth

13 The base bid items include all required restoration of grassed areas disturbed by the work. Restoration of asphalt pavement, concrete, curbs and gutters, sod and graveled areas shall be paid separately under Bid Item 22. These Bid Items further include payment for sawcutting existing asphalt or concrete and disposing of material, excavation, removal and off-site disposal of existing sewer pipe materials, surveying services to install the new sewers as necessary, installation of new sewer connection and lateral pipes including all necessary fittings, adapters and couplings, bypass pumping, connections to existing sewers and laterals, bedding, backfilling, compaction, locating and accessing service connections and laterals, traffic control, compliance with required working hours, coordination with and location of existing utilities, erosion control, and for all else incidental thereto for which separate payment is not provided under other bid items. Payment will be made on the basis of the unit price bid in the Proposal. Item 4 - Replacing Existing Sewers with New Sewers from Manhole to Manhole: This item includes all materials, equipment, and work required to replace existing sewers from manhole to manhole as specified and in accordance with the standard specifications and details. The Proposal includes Bid Items for 8, 10, and 12 PVC sewers at varying depths with an add-on cost for installing ductile iron pipe when specified. The Engineer will define the existing and new sewer sizes. The depth will be determined in the field. When ductile iron pipe is specified, the Contractor shall be paid for the length installed under the PVC bid item at the corresponding depth plus the length installed under the add-on ductile iron bid item. Bid items are also included for installing PVC and ductile iron tees within the sewer relay section to reconnect service laterals to the new sewer, including installing 6 feet of 4 or 6 PVC or ductile iron lateral pipe as noted in the Proposal. Additional lateral pipe length will be paid under Bid Item 3. This item includes payment for excavation, removal and off-site disposal of existing sewer pipe and manhole materials, surveying services to install the new sewers, installation of new sewer, bedding, backfilling with excavated soil and compaction, product testing and low pressure air testing, mandrel testing, bypass sewage pumping during construction where required, accessing sewers and manholes as specified, traffic control, compliance with required working hours, coordination with and location of existing utilities, and for all else incidental thereto for which separate payment is not provided under other bid items. This item shall also include complete restoration of grassed areas disturbed by the work. Other restoration shall be paid under Bid Item 22. In addition, this item includes cleaning and televising the new sewers after the new sewer and connecting laterals are installed and prior to requesting payment. Ten feet of connecting sewer footage at new manholes shall be included in Bid Item 5 as appropriate and not included in this pay item. Pipe replacement will be measured in place on a linear foot basis to the nearest foot along the horizontal centerline of the pipe with no deductions for manholes and will be from center of manhole to center of manhole, at the corresponding depth. The base bid items for the new sewers include backfilling with the excavated soil. If the excavated soil is not suitable for backfilling and VDOT #21A or #21B stone is required for backfilling the trench, payment for removing and disposing of the excavated material offsite and importing the specified material will be paid under Bid Item 22F. Payment will be made on the basis of the unit price bid in the Proposal

14 Item 5 - Installation of New Precast Concrete Manholes: This item includes all materials, equipment, and work required to install new 4-foot diameter precast concrete manholes with solid covers as specified. The Bid includes a bid item for installation of manholes up to 6 feet deep as a lump sum payment and an add-on bid item for each vertical foot of manhole over 6 feet installed. When a manhole exceeds 6 feet in vertical length, the Contractor shall be paid for the first 6 feet of the manhole under the lump sum Bid Item and then on a vertical foot basis for each foot over 6 feet. This item includes payment for sawcutting existing asphalt or concrete and disposing of material (in paved areas only), excavation, removal and off-site disposal of existing soil, sewer pipe and manhole (when replacing existing manholes or junction boxes), complete installation of new manhole including solid or watertight frame and cover, bedding, backfilling with excavated soil and compaction, installing concrete benching and forming invert channel, surveying services as required, bypass sewage pumping during construction, accessing sewers and manholes as specified, traffic control, compliance with required working hours, coordination with and location of existing utilities, erosion control, complete restoration of disturbed areas including pavement, and all else incidental thereto for which separate payment is not provided under other bid items. The bid items for new manholes include backfilling with the excavated soil. If the excavated soil is not suitable for backfilling and VDOT #21A or #21B stone is required for backfilling the trench, payment for removing and disposing of the excavated material offsite and importing the specified material will be paid under Bid Item 22F. Bid Items are included for connecting new or existing sewers to new manholes. Existing sewers shall be connected with a minimum of 10 feet of new ductile iron pipe for each connecting sewer and the new ductile iron pipe shall be connected to the existing sewer with a rubber sleeve coupling with shear rings (refer to the point repair detail for coupling requirements). New sewers shall be connected using the same pipe material as specified for that sewer section; the new sewer connection shall also include 10 feet of new pipe, which must be deducted from the new sewer paid in Bid Item 4, as appropriate. Payment will be made on the basis of the unit price bid in the Proposal. Item 6 - Installation of 1-inch-thick Cementitious Mortar in Manholes: This item includes all materials, equipment, and work required to install 1-inch-thick cementitious mortar on existing 4- foot-diameter manhole walls and benches as specified. Refer to Detail SS-13. This item includes working in any location (unpaved areas or paved areas). This item includes payment for pre-construction inspection of manholes, manhole cleaning, root removal and grease removal, other work required to prepare the manhole for lining including, but not limited to, stopping active leaks and filling voids in the manhole wall or between brick layers, furnishing and installing cementitious mortar lining on the manhole walls to the limits shown on the Details and on the benching to the top of the invert channel, sealing around the manhole wall/pipe interfaces, performing specified product tests and vacuum tests and other specified acceptance tests, accessing manholes as specified, traffic control, compliance with required working hours, complete restoration of all areas disturbed by the work, and all else incidental thereto for which separate payment is not provided under other bid items. Installation of cementitious mortar lining in manholes will be measured in place on a vertical foot (VF) basis to the nearest one-tenth of a foot. Measurement will be from the point of intersection between the manhole benching and the manhole invert channel to the point of termination of the lining at the manhole frame as specified by the Engineer and in the details. Payment will be made on the basis of the unit price bid in the Proposal

15 Item 7 - Resetting Existing Frames and Covers: This item includes all materials, equipment, and work required to reset existing frames and covers in unpaved areas and paved areas as specified. Refer to Detail SS-10A. This item includes payment for sawcutting existing asphalt or concrete and disposing of material (in paved areas only), excavation, manhole wall and frame preparation, resetting existing frame and cover, removal and off-site disposal of existing materials, backfilling (with imported VDOT #21A or #21B stone in paved areas) and compaction, accessing manholes as specified, traffic control, compliance with required working hours, coordination with and location of existing utilities, erosion control, complete restoration of disturbed areas including pavement, and for all else incidental thereto for which separate payment is not provided under other bid items. Payment will be made on the basis of the unit price bid in the Proposal. Item 8 - Replacing Existing Frame and Cover with New Solid Frame and Cover: This item includes all materials, equipment, and work required to replace existing frames and covers with new 24-inch-diameter solid frames and covers in unpaved areas and paved areas as specified. Refer to Detail SS-10A and the Owner s manhole frame and cover detail. Solid covers shall have no vent holes and shall have non-penetrating pick holes. This item includes payment for sawcutting existing asphalt or concrete and disposing of material (in paved areas only), excavation, manhole wall and frame preparation, new solid frame and cover, removal and off-site disposal of existing materials, backfilling (with imported VDOT #21A or #21B stone in paved areas) and compaction, accessing manholes as specified, traffic control, compliance with required working hours, coordination with and location of existing utilities, erosion control, complete restoration of disturbed areas including pavement, and for all else incidental thereto for which separate payment is not provided under other bid items. Payment will be made on the basis of the unit price bid in the Proposal. Item 9 - Replacing Existing Frame and Cover with New Watertight Frame and Cover: This item includes all materials, equipment, and work required to replace existing frames and covers with new 24 diameter watertight frames and covers in unpaved areas and paved areas as specified and in accordance with the details. Watertight covers are defined as cam-lock boltdown covers. Frames and covers shall be as manufactured by East Jordan Iron Works (EJIW) or approved equal. This item includes payment for sawcutting existing asphalt or concrete (any thickness) and disposing of material (in paved areas only), excavation, manhole wall and frame preparation, new watertight frame and cover, removal and off-site disposal of existing materials, backfilling (with imported VDOT #21A or #21B stone in paved areas) and compaction, accessing manholes as specified, traffic control, compliance with required working hours, coordination with and location of existing utilities, erosion control, complete restoration of disturbed areas including pavement, and for all else incidental thereto for which separate payment is not provided under other bid items. Payment will be made on the basis of the unit price bid in the Proposal. Item 10 - Raising Manhole Frames and Covers: This item includes all materials, equipment, and work required to raise existing manhole frames and covers with bricks or concrete grade rings in unpaved areas and paved areas as specified. Refer to Detail SS-10A. The frames and covers to be raised may be buried or exposed. Bid Items are included for a lump sum payment for raising existing manhole frames and covers up to 1 vertical foot and payment per vertical foot for each foot over 1 foot. When an existing manhole frame and cover is raised more than

16 vertical foot, the Contractor shall be paid for the first 1 foot under the lump sum Bid Item and then on a vertical foot basis for each foot over 1 foot. Payment will be made for each manhole raised based on the height raised. Measurement will be from the existing manhole cover elevation to the final cover elevation. This item includes payment for locating manholes (see below), sawcutting existing asphalt or concrete and disposing of material (in paved areas only), excavation, manhole wall and frame preparation, new masonry or concrete grade rings, removal and off-site disposal of existing materials, backfilling (with imported VDOT #21A or #21B stone in paved areas) and compaction, accessing manholes as specified, traffic control, compliance with required working hours, coordination with and location of existing utilities, erosion control, complete restoration of disturbed areas including pavement, and for all else incidental thereto for which separate payment is not provided under other bid items. Manhole location shall include a minimum of one hour searching for the manhole utilizing a high quality metal detector as appropriate. The Engineer may direct the Contractor to perform CCTV at the unit price bid to locate manholes that cannot be found using a high quality metal detector. Payment will be made on the basis of the unit price bid in the Proposal measured to the nearest one-tenth of a foot. Item 11 - Rebuilding Existing Manhole Benching and Invert Channels: This item includes all materials, equipment, and work required to rebuild existing manhole benching and invert channels as specified. Refer to Detail SS-13. This item includes payment for removal and off-site disposal of existing materials including existing pipe in the invert channel if necessary, new concrete, accessing manholes as specified, bypass pumping, traffic control, and for all else incidental thereto for which separate payment is not provided under other bid items. Bid Items are included for rebuilding benches and inverts in existing 4-foot-diameter manholes. Payment will be made on the basis of the unit price bid in the Proposal. Item 12 - Plugging Existing Abandoned Sewers: This item includes all materials, equipment, and work required to plug existing abandoned sewers connecting to existing manholes with a watertight, mortar plug. This item includes payment for removal and off-site disposal of existing materials, new concrete and bricks as required, accessing manholes as specified, traffic control, and for all else incidental thereto for which separate payment is not provided under other bid items. Bid Items are included for plugging various size sewers. Payment will be made on the basis of the unit price bid in the Proposal. Item 13 - Abandoning Existing Manholes: This item includes all materials, equipment, and work required to abandon existing manholes in place as specified. The work shall be accomplished by plugging the connecting sewers with concrete, removing the top portion of the manhole to a depth of 4 feet below grade, filling the manhole with #67 stone, and restoring the area to match existing conditions. For work in grassed areas, the Contractor shall import soil to facilitate seeding. For work in paved areas, Contractor shall install VDOT #21A or #21B stone from the top of the existing manhole (4 feet below grade) to subgrade. Bid items are included for abandoning manholes in paved and unpaved areas. This item includes payment for the work described above including sawcutting existing asphalt or concrete and disposing of material (in paved areas), excavation, removal and off-site disposal of

17 existing materials, plugging the connecting sewers with concrete, backfilling and compaction, accessing manholes as specified, traffic control, compliance with required working hours, coordination with and location of existing utilities, erosion control, complete restoration of the disturbed areas including pavement, and for all else incidental thereto for which separate payment is not provided under other bid items. Payment will be made on the basis of the unit price bid in the Proposal. Item 14 Cutting Protruding Service Connections Prior to Installing Liner Pipe: This item includes all materials, equipment, and work required to cut protruding service connections flush with the existing pipe wall via an internal robotic remote cutter prior to installing cured-in-place pipe lining or as required to complete CCTV inspections as specified. This item includes payment for accessing the sewers and manholes as specified, locating existing service connections, remote cutting of the connections (any lateral pipe material), retrieval and removal of cut pieces of lateral pipe, and all else incidental thereto for which separate payment is not provided under other bid items. This item includes all sizes of main sewer and service laterals. Payment will be made on the basis of the unit price bid in the Bid. Item 15 Cured-in-Place Pipe Lining: This item includes all materials, equipment, and work required to install cured-in-place pipe lining (CIPP) in existing 8, 10, and 12 sewers in any location (unpaved or paved areas). Costs shall include any thickness required for installation based on design calculations but not less than the specified minimum installed thicknesses. Work shall be as specified and in accordance with the specifications. CIPP product tests will be performed separately by the Engineer as specified. The CIPP installation Bid Items include payment for preparing the existing sewer and performing pre-construction inspections including additional pre-cleaning and television inspection of the sewer as required prior to CIPP installation, supplying and installing the pipe lining, coating the invert channel with grout to raise the channel to the liner pipe elevation, bypass pumping of existing wastewater flow during construction, providing a watertight seal at the manhole-pipe interface, accessing sewers and manholes for lining installation as specified, performing postrehabilitation television inspections, distributing project notices, traffic control, compliance with required working hours, coordination with and location of existing utilities, erosion control, complete restoration of all areas disturbed by the work, and for all else incidental thereto for which separate payment is not provided under other bid items. Payment will not be made until the final post-rehabilitation television inspections are submitted and reviewed by the Engineer. Installation of CIPP will be measured in place on a linear foot basis to the nearest one-tenth of a foot. Measurement will be along the horizontal centerline of the pipe with no deductions for manholes and will be from center of manhole to center of manhole. Payment will be made on the basis of the unit prices bid in the Bid. Item 16 - Reconnecting Existing Active Service Connections to New Lined Sewers: This item includes all materials, equipment, and work required to reconnect existing active service connections to the main sewer after it is lined via an internal remote cutter as specified. This item includes payment for accessing the sewers and manholes as specified, locating existing service connections, remote cutting through new lining, retrieval and removal of cut-out sections of lining, buffing openings with a wire brush to provide a smooth opening, and all else incidental thereto for which separate payment is not provided under other bid items. This item includes all sizes of main sewer and service laterals. Payment will be made on the basis of the unit price bid in the Bid

18 Item 17 - Performing CIPP Product Tests: This item includes payment for 8", 10", and 12" CIPP, capturing the sample, labeling the sample as to the sewer segment and date of installation, cutting the samples for testing and providing a 1-inch-wide ring sample to the Engineer as specified, delivering the samples to the Engineer for shipment to the independent testing laboratory for testing, correspondence and coordination with the testing laboratory, testing of the samples by the testing lab to determine flexural strength, flexural modulus, tensile strength and thickness, payment to the testing laboratory, and submitting the results to the Engineer. The CIPP testing shall include determining flexural strength, flexural modulus, tensile strength and thickness of each sample. These four separate individual tests make up one completed CIPP test. Payment will be made for each completed CIPP test at the unit price bid after the test results are submitted to the Engineer. Payment will be made on the basis of the unit price bid in the Bid Schedule. Item 18 Installing Inflow Dishes: This Item includes all materials, equipment, and work required to install inflow dishes in paved or unpaved areas. Work shall be as specified and in accordance with Section of the specifications. This item includes payment for measuring each manhole frame and cover for ordering the dishes and providing the appropriate size inflow dish to fit as specified into each manhole, accessing sewers and manholes for installation, traffic control, and for all else incidental thereto for which separate payment is not provided under other bid items. Payment will be made on the basis of the unit price bid in the Bid. Item 19 Repairing Individual and Precast Manhole Joint Leaks: This Item includes all materials, equipment, and work required to repair individual leaks within a manhole and precast manhole joint leaks. Work shall be as specified and in accordance with the specifications. This item includes working in any location (unpaved areas or paved areas). This item includes payment for completely stopping an identified leak within a manhole by injecting the leak location with an injectable grout. For a leak at a precast manhole joint, this includes stopping the leak anywhere within the same joint. This item includes payment for preconstruction inspection of manholes, manhole cleaning as necessary, root removal and grease removal as necessary, accessing manholes as specified, traffic control, compliance with required working hours, complete restoration of all areas disturbed by the work, and all else incidental thereto for which separate payment is not provided under other bid items. Payment will be made on a lump sum basis at the unit price bid in the Proposal. Item 20 Water Service Replacement: This item includes replacing leaking or defective water services encountered during the work and for replacing services that conflict with the work. All new water services shall be ¾ copper pipe tubing with all required yokes, corp stops, couplings, fittings, full circle repair clamps, connections to existing water mains and water service pipe, etc. required for a proper and complete installation in accordance with standards. This item includes water services up to 8 feet deep and connections to existing water mains up to 8 inches in diameter. Bid Items are included for installing new ¾ water services via excavation (short-side services) and using a piercing tool to cross under roads (long-side services). The water services shall be paid for each service installed to include all fittings, couplings, yokes, corp stops, connections to existing water pipes, etc. at the unit price bid. A Bid Item is also included for a lump sum payment of new meter boxes where required