SPECIAL SPECIFICATION. Water Mains And Wastewater Appurtenances

Transcription

1 2004 Specifications CSJ SPECIAL SPECIFICATION 5444 Water Mains And Wastewater Appurtenances 1. Description. This Item governs the furnishing and installing of all materials, equipment, and labor listed in the "Specifications for Water Mains and Wastewater Appurtenances" for CSJ in Dallas County, herein known as the document, and all materials shown on the plans. The originator of the document is the Water Utilities Department for the City of Dallas. Their address is: Water Utilities Department, 320 East Jefferson, Room 118, Dallas, Texas 75203, Telephone (214) Materials. Materials should conform to the requirements of the document, this specification, and the plans. 3. Construction Methods. The Contractor should perform the work in a manner consistent with the document (Section A - Water Utilities Special Provisions and Bid Items, Part T - Technical Specifications) and the following Specifications, Addendums, and Standards necessary to perform the work: A. The General specifications (Standard specifications for Public Work Construction North Central Texas - Second Edition including all amendments OR First Edition including all amendments). B. Dallas Water Utilities Addendum to North Central Texas Standard Specifications for Public Works Construction - Dec C. City of Dallas, Water Utilities Department Standard Drawings - May 1, D. Occupational Safety and Health Standards - Excavations, 29 CFR Part 1926, effective January 2, E. A copy of the Standard Specification for Public Works Construction may be obtained from the North Central Texas Council of Governments, 616 Six Flags Drive, Arlington, Texas, Telephone (817) F. A copy of the Dallas Water Utilities Addendum to the General Specifications can be obtained at the Water Utilities Department, 320 East Jefferson, Room 118, Dallas, Texas 75203, Telephone (214) Measurement. This Item will be measured as follows and as explicitly detailed in the document: (1) 6" PVC Water Pipe with Paving - foot

2 (2) 8 PVC Water Pipe with Paving - foot. (3) 8 PVC Pressure Rated Wastewater Pipe foot. (4) 12 PVC Pressure Rated Wastewater Pipe with Paving - foot. (5) Cast Iron Fittings - ton. (6) Water Service - each. (7) Install Fire Hydrant- each. (8) Install, Remove, & Deliver Fire Hydrant - each. (9) 6 Gate Valve - each. (10) 8 Gate Valve - each. (11) Cut and Plug Water Main for Test - each. (12) Wastewater Lateral - each. (13) 48 Wastewater Manhole with Paving - each. (14) Abandon Existing Manhole (15) Vacuum Test for Wastewater Manhole - each. (16) Television Inspection - foot. (17) Trench Safety and Support - foot. (18) Rock Foundation - cubic yard. (19) Flowable Backfill - cubic yard. (20) Four F Flowable Base-High Strength, Fast Set - cubic yard. (21) Sand Backfill - cubic yard. (22) Class B Concrete - cubic yard. (23) Disposal of Heavy Chlorinated Water Main Flushing Water - lump sum. (24) Adjustment and/or Relocation of Water Meter Box - each. (25) Adjust Water Valve Cover & Stack - each. (26) Adjust of Wastewater Lateral Cleanout - each. (27) Adjust of Wastewater Manhole With 24 Lid- each. (28) Install Fire Hydrant Extension - each

3 (29) Remove Fire Hydrant Extension - each. (30) Investigation - each. (31) Adjust/Relocate New Fire Hydrant - each. 5. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for the various items of work. These prices are full compensation for furnishing all labor, tools, equipment, and incidentals necessary to satisfactorily complete the work prescribed in the document and as detailed on the plans

4 City of Dallas SPECIFICATIONS FOR WATER AND WASTEWATER MAIN REPLACEMENTS AND ROUTINE APPURTENANCE ADJUSTMENTS IN JUPITER ROAD FROM CENTERVILLE ROAD TO GARLAND ROAD CONTRACT F & F water utilities department CITY OF DALLAS, TEXAS

5 SECTION C- WATER UTILITIES SPECIAL PROVISIONS AND BID ITEMS C 1. Location and Description of Project C 2. Special Provisions C 3. Bid Items C 4. Specifications PART T - TECHNICAL SPECIFICATIONS

6 C 1. LOCATION AND OF PROJECT This project consists of: 1. A 12-inch wastewater main, line 1, in Jupiter Road from the proposed manhole on the existing 12-inch wastewater main at Centerville Road: thence in a northerly direction approximately 2,386 linear feet to the proposed manhole on the existing 12-inch wastewater main in Garland Road. See Map 411Q-1250C, Plan-Profile Sheets 91 thru An 8-inch wastewater main, line 2, in Jupiter Road from the proposed manhole in Jupiter Road: thence in a westerly direction approximately 157 linear feet to end at the proposed manhole in Alvin Road. See Map 411Q-1250C, Plan-Profile Sheet An 8-inch wastewater main, line 3, in Garland Road from the proposed manhole in Jupiter Road: thence in a easterly direction approximately 45 linear feet to end at the proposed manhole in Garland Road. See Map 411Q-1250C, Plan-Profile Sheet An 8-inch water main, line A, in Jupiter Road from the existing 8-inch water main at Centerville Road: thence in a northerly direction approximately 1,338 linear feet to connect to the proposed 8-inch water main, line B, in Alvin Road. See map 411Q-1250C, Plan-Profile Sheets 91 thru An 8-inch water main, line B, from the existing 8-inch water main in Alvin Road: thence in a northerly direction approximately 1,197 linear feet to connect to the existing 8-inch water main in Garland Road. See Map 411Q-1250C, Plan-Profile Sheets 93 thru 95. For details of construction and location see the above referenced maps and the applicable Standard Drawings.

7 C 2. SPECIAL PROVISIONS S-1 EXISTING MAINS AND SERVICES ACCIDENTAL DAMAGE: DALLAS WATER UTILITIES (DWU) DISPATCHER (214) All water and wastewater facilities must be protected during all phases of the construction operations. The Contractor is responsible for the cost to repair damage to existing water or wastewater main, water services, and/or wastewater laterals. Repairs will be made by DWU and the Contractor will be billed for the cost of the repair. The Contractor will not be permitted to make repairs unless authorized by the Engineer. Damage to other DWU facilities will be repaired by the Contractor, if repair is authorized by the Construction Engineer. If repair is not authorized by the Construction Engineer, the repair will be made by DWU and the Contractor will be billed for the cost of the repair. If such damage occurs the Contractor is to call the DWU dispatcher for repairs. THE CONTRACTOR IS NOT ALLOWED TO OPERATE WATER VALVES IN THE EXISTING SYSTEM. In the event of damage to a water facility that requires closing a water valve in the existing system, the Contractor must contact the DWU dispatcher. DWU personnel will shut off the valve. In the event a live water service is damaged or cut, the Contractor must immediately crimp the service to stop flow. IMMEDIATELY, the Contractor is to call the DWU dispatcher for repairs. PLANNED ALTERATION: If the Contractor plans to damage, cut, or alter the existing system in any manner, the means and methods must be approved by the DWU Construction Engineer. Any work done and materials used or disposed of, related to this item, shall be at no cost to the City. Also, if the DWU Construction Engineer disapproves any means or methods requested by the Contractor, this will not constitute the basis of any claim for additional costs to the City. The Construction Engineer shall have the authority to approve one or more of the following methods or other methods requested by the Contractor:

8 Temporary Main: If a temporary main is required to accomplish continuous water service, or if a temporary main is required to accomplish continuous wastewater service or if a wastewater pumping bypass operation is used, the work will be done by the Contractor at his expense. This shall include furnishing all labor, tools, materials, equipment, and incidentals necessary to complete the work, including all excavation and disposal of surplus material, transfer of services back to the existing system, and protection and repair of the temporary system. The means, methods, materials and size must be approved by the Engineer. Any wastewater pumping bypass operation must also be approved by the Engineer; including the size and type of pump. The Engineer will determine if a standby pump is required and if the pump(s) must be manned during non-working hours. Bullhead: Temporary services to several residences made off one existing service. Cut Water Service: The service shall not be intentionally cut if the resident or business proprietor objects to discontinued service. In no case will the service be cut for more than four (4) hours unless prior approval is obtained from the Construction Engineer and the resident or proprietor. The Contractor is responsible to coordinate this effort. Repair will be made by the method approved by the Construction Engineer. The methods shall be: 1. Remove the water service to a point one foot outside the ditch line on both sides. Use new copper pipe of the same size to replace the removed section. The connection nearest the main shall be made with a compression connection coupling. The connection nearest the meter will be made with a compression x compression curb stop or compression curb stop w/compression x O.S.I.P. coupling. 2. Install and connect a new copper pipe from the existing corporation cock on the main to the meter. Cut Wastewater Service: Repair shall be made as shown on Page G 4.1 of the Dallas Water Utilities Drawings, Details, & Standard Appurtenances for Water and Sanitary Sewer Construction Methods.

9 S-2 WATER AND WASTEWATER INFRASTRUCTURES AND APPURTENANCES Identified water and wastewater infrastructures will be altered, replaced, constructed and/or abandoned by the Contractor. Water and wastewater appurtenances encountered will be adjusted by the Contractor to permit construction and conform to the finished grades on the project. All materials and workmanship shall be in accordance with the North Central Texas Council of Governments Standard Specifications for Public Works Construction (NCTCOG), the DWU Addendum to the NCTCOG Specifications, DWU Drawings, Details & Standard Appurtenances, DWU Special Details, and the details shown on Paving Standard Drawing 251D-1. The work associated with water and wastewater facilities will be accomplished in generally three phases. Phase one will be accomplished in advance of grading operations which may include lowering existing appurtenances, repairing, lowering, or constructing portions of the existing water and/or wastewater mains, rebuilding laterals and/or water services to clear proposed storm sewer or other proposed facilities, relocating water services, meter boxes and meters, adjusting or constructing lateral cleanouts, constructing new laterals and/or water services that are in a deteriorated condition or constructed of a material that is identified to be replaced, and other work identified on the plans or outlined in the contract documents. Phase two will be accomplished prior to paving operations, which includes adjustment of appurtenances to the final paving grade. The last phase is the final inspection of the work to coincide with the final paving inspection. The unit price bid for each pay item will include all costs to bring the specified appurtenance to finished line and grade, set in permanent location, and being fully operational at the time of completion of the project. The contract unit price for each item will be full compensation for removal and salvage of the existing appurtenance, for all required cleaning before reinstallation, for all cutting or rebuilding necessary to match the finished grade of the paving or grading, for replacement of all damaged or lost parts, for protecting facilities to assist continuous and uninterrupted service, and for all material, labor, and equipment costs to satisfactorily complete the adjustments to the intent of the plans and specifications. All facilities must be completed to new construction standards in accordance with the NCTCOG Standard Specifications, and be fully operational at the time of final inspection of the completed project. The proposal price bid for pay items covered in this Special Provision for adjustment to water and wastewater appurtenances will not be subject to renegotiation due to quantity overrun or underrun limitations as set forth in Section of the NCTCOG Standard Specifications for Public Works Construction.

10 S-3 FINAL PAVING INSPECTION The Contractor or Sub-Contractor utilized to install the water mains shall accompany the Engineer on the Final Paving Inspection. S-4 PERFORMANCE The beginning date of the One Year Maintenance Period for water and wastewater mains and related work as stated in Item (a) of the Specifications, shall be the Date of Issue of the Certificate of Acceptance for the entire project regardless of the actual date of construction. S-5 QUANTITIES The quantities in the Bid Items are approximate and may represent quantities in excess of those actually installed. Payment will be based on the actual quantities installed and paid in accordance with the applicable Specifications. S-6 NOTIFICATION OF CONSTRUCTION OPERATIONS The Contractor shall be responsible for all Construction Staking associated with the Water and Wastewater Facilities on this project. Staking shall be performed by qualified personnel. Typed Cut Sheets must be submitted to DWU Surveying and Mapping Attn: Robert Preddy, 320 E. Jefferson Boulevard, Room 215, Dallas, Texas (Phone ; Fax ) no later than 3:00PM the day prior to scheduled start of construction. (See example in Part T - Technical Specifications). The Contractor is responsible for maintaining all staked controls and hubs in the construction area at all times and any costs for re-staking or reestablishing controls required shall be borne by the Contractor. Inspection of work associated with the water and wastewater facilities will be done by Dallas Water Utilities. Inspection shall be requested three (3) days prior to the scheduled start of construction, phone (214) NO SEPARATE PAY ITEM.

11 S-7 TEMPORARY PAVING The Contractor is responsible to place, maintain, and remove all temporary paving required for the project. If, in the opinion of the Engineer, the temporary paving placed by the Contractor is not adequate, either in placement or maintenance of the work, the Engineer shall require specific correction, which shall be performed by the Contractor at no additional cost to the City. Temporary paving will be placed over the compacted backfilled ditches and adjacent disturbed pavement areas and any other location on or adjacent to the project to insure that traffic is maintained over a safe, weatherproof, and evenly graded surface. The temporary paving shall consist of a minimum of two inches of cold mix asphalt pavement conforming to Item of the specifications or two inches of hot mix asphalt pavement conforming to Item of the specifications. The Contractor shall determine if additional material is required to support the temporary pavement such as flexible base, lime treated base, crushed rock base, additional thickness of hot/cold asphalt pavement or other measures to insure the temporary pavement is adequate for the purpose designed. The temporary pavement may not be deleted from any portion of the work unless approved, in advance, by the Engineer. Temporary surfaces shall be adequately compacted and sealed to prevent degradation of the repair during the temporary period. Any temporary surface that fails to provide an acceptable riding surface shall be repaired or removed and replaced, as directed by the Engineer, at the Contractor's expense. S-8 APPROVED MATERIALS BY TRADE NAME The Owner maintains a list of approved materials by trade name as shown in Part-T of these Specifications. The Contractor can furnish materials from this list without a formal written submittal process. However, the Contractor is not bound to the use of these particular brand name materials and can propose Equals, providing he follows the formal written submittal process outlined in Part-T of these Specifications and obtains the Owner s final written approval of Equal substitutions.

12 S-9 COORDINATE TIE-IN CONNECTIONS Tie-in connections affecting curtailment of quality or quantity of water to an area, businesses, etc. must be performed during the weekend of off-hours. All work must be coordinated through the Owner and its representatives. Delay costs due to shutdown and connection issues are considered incidental work and shall be borne by the Contractor. Refer to item i for other general requirements. NO SEPARATE PAY ITEM. S-10 COLD WEATHER PIPE LAYING Contractor may only lay pipe when temperature is 36 degrees Fahrenheit and rising. Any special methodology or procedure for laying pipe at less than 36 degrees requires the approval of the Project Manager. Only pipes with removable gaskets will be accepted for review. Non-approval of the proposed methodology or procedure does not entitle the contractor to any delay charges. S-11 INSPECTION OVERTIME REIMBURSEMENTS The following paragraph in Item Inspection Overtime of the DWU Addendum to North Central Texas Standard Specifications for Public Works Construction shall be revised as follows: Inspection overtime will be charged to the Contractor at the rate of $50.00 per hour per Inspector with the number of Inspectors to be determined by the Owner under the following overtime conditions: 1. Weekdays between the hours of midnight to 7:30am and 4:30pm to midnight. 2. Saturdays, Sundays and Holidays between the hours of midnight to midnight with a minimum of $200 per day.

13 S-12 WATER METER BOXES Install new plastic type Water Meter Boxes on all new and reconnected existing water services shown on the Drawings and specified herein. Water Meter Boxes shall conform to Dallas Water Utilities Approved Materials List. Install Water Meter Boxes according to Dallas Water Utilities Standard Drawings, pages 201 thru 206A. All locations specified in this Contract are considered "Traffic Bearing Areas". S-13 PIPE EMBEDMENT OF WATER MAIN BID ITEMS Water Main Bid Items have been revised to include the pipe embedment. There are no separate bid items for pipe embedment. The cost for furnishing and placing pipe embedment should be included in the water main bid items as in the case of wastewater main bid items. S-14 GATE VALVES The Contractor is advised to direct his attention to Item of the Dallas Water Utilities Addendum to The North Central Texas Standard Specifications for Public Works Construction, December 1998, concerning double disc metal seated Gate Valves. Resilient Seated valves are acceptable, provided they have 316 stainless steel bolts, vertically resilient seated gates and are no greater than 12 inches in size. AWWA C-515 Resilient Seated Gate Valves with reduced wall thickness are not permitted. S-15 WASTEWATER MANHOLE FRAME SEALS All newly constructed Wastewater Manholes shall include an Internal Frame Seal as specified in the Technical Specifications. All costs for furnishing and installing the seal and extensions shall be included in the applicable Unit Price bid for Wastewater Manholes. S-16 RAVEN COATING FOR NEW MANHOLES All proposed Wastewater Manholes require Raven Coating 405 or approved equal as stipulated in the Technical Specifications. No Separate Pay Item. S-17 WASTEWATER MANHOLE ADJUSTMENTS The built-up section to adjust wastewater manholes to grade must be accomplished using precast concrete grade rings and non-shrink grout only. Brick and non-shrink grout in the NCTCOG Specifications Item (I) (1) are not permitted for this adjustment.

14 C 3. BID ITEMS ITEM NO. 180BP 6" PVC WATER PIPE WITH PAVING This item consists of furnishing and placing approximately 110 Linear Feet of 6" Polyvinyl Chloride Water Pipe in accordance with Items and of these specifications and addenda thereto. This item complete and to include fittings, polywrap for fittings, mechanical tamping, diagonal utilities, barricading, and all temporary and permanent paving and paving related items (removal, disposal, replacement, saw-cut, base, asphalt, concrete, sidewalk, driveways, curb and/or gutter, sod, seed, etc.), and all embedment materials. Measurement and payment will be in accordance with Item (g) of these specifications. ITEM NO. 180CP 8" PVC WATER PIPE WITH PAVING This item consists of furnishing and placing approximately 2,750 Linear Feet of 8" Polyvinyl Chloride Water Pipe in accordance with Items and of these specifications and addenda thereto. This item complete and to include fittings, polywrap for fittings, mechanical tamping, diagonal utilities, barricading, and all temporary and permanent paving and paving related items (removal, disposal, replacement, saw-cut, base, asphalt, concrete, sidewalk, driveways, curb and/or gutter, sod, seed, etc.), and all embedment materials. Measurement and payment will be in accordance with Item (g) of these specifications. ITEM NO. 311CP 8" PVC PRESSURE RATED WASTEWATER PIPE WITH PAVING This item consists of furnishing and placing approximately 210 Linear Feet of 8" Polyvinyl Chloride Pressure Rated Wastewater Pipe conforming to ASTM D2241 (DR 26) Minimum Pressure Rating of 160 PSI and ASTM D3139 joints, and in accordance with Items and of these specifications and addenda thereto. This item complete and to include all embedment materials, mechanical tamping, diagonal utilities, barricading, and all temporary and permanent paving and paving related items (removal, disposal, replacement, saw-cut, base, asphalt, concrete, sidewalk, driveways, curb and/or gutter, sod, seed, etc.). Measurement and payment will be in accordance with Item (k) of these specifications.

15 ITEM NO. 311EP 12" PVC PRESSURE RATED WASTEWATER PIPE WITH PAVING This item consists of furnishing and placing approximately 2,390 Linear Feet of 12" Polyvinyl Chloride Pressure Rated Wastewater Pipe conforming to ASTM D2241 (DR 26) Minimum Pressure Rating of 160 PSI and ASTM D3139 joints, and in accordance with Items and of these specifications and addenda thereto. This item complete and to include all embedment materials, mechanical tamping, diagonal utilities, barricading, and all temporary and permanent paving and paving related items (removal, disposal, replacement, saw-cut, base, asphalt, concrete, sidewalk, driveways, curb and/or gutter, sod, seed, etc.). Measurement and payment will be in accordance with Item (k) of these specifications. ITEM NO. 502A CAST IRON FITTINGS This item consists of furnishing and placing approximately 3 Tons of Iron Fittings in accordance with Items (n)(1) and (e) or (e) of these specifications and addenda thereto. This item is intended to provide compensation for extra fittings not called for on the plans, which are required, for changes in horizontal or vertical alignment of water mains, as approved by the Construction Engineer, to avoid conflicts with existing utilities. Measurement and payment will be in accordance with Item (n)(2) of these specifications.

16 ITEM NO. 505AA WATER SERVICE This item consists of furnishing and placing approximately 16 Each Water Service on an existing or new water main. This item includes all sizes of water services, 3/4" through 2", water meter boxes and meters, 5/8" through 2". This item does not include Commercial Water Meter Vaults. This item includes tapping of the existing or new water main, removing the existing meter box and lid and old service line and replacing with a new meter box and lid, transferring the water service to the meter, and installing a new service line from the new meter box to the property line in accordance with Item (o) of these specifications and addenda thereto, and the applicable Drawings and Standard Appurtenance Sheets. The new meter box and lid shall be replaced to the proper grade and relocated to the correct location on a sand cushion. The disturbed area around the meter box will be replaced with sod in accordance with Item 3.9, or concrete in accordance with Item 8.3 to match the existing surface. If the meter is determined by the Project Manager to be defective, it will be replaced with a new meter, furnished by the City. This bid item will also be utilized to provide a water service to a vacant lot where no meter transfer is involved. It will be the Contractor's responsibility to relocate the existing backflow prevention devices on the existing water service between the meter and property line to a proper location as directed by the Project Manager. Should any additional services be found necessary, they will be added to the contract at the same Unit Price. Likewise, should any of the listed services not be necessary, they will be removed from the contract without having any effect on the Unit Price. The provisions of Paragraph of the specifications regarding negotiating for revised consideration for over/underruns do not apply to this item. Measurement and payment will be in accordance with Item (o)(2) of these specifications and will include any costs for pipe, copper, equipment, materials and labor, all boring, tapping, crossing diagonal utilities, costs for barricading, trench safety and support for these services, encasement, embedment, and all temporary and permanent paving related items (saw-cut, base, asphalt, concrete, sidewalk, driveways, curb and/or gutter, sod), and all other work associated with this item. ITEM NO. 509A INSTALL FIRE HYDRANT This item consists of furnishing and placing approximately 1 Each Fire Hydrant in accordance with Items (m) and 2.14 of these specifications and addenda thereto, and the applicable Standard Appurtenance Sheets. Measurement and payment will be in accordance with Item (m)(3) of these specifications and will include all items necessary to furnish and install a fire hydrant; including barricading, all paving removal and replacement, saw-cut, embedment, and concrete blocking required. This item does not include any of the fire hydrant lead. That pipe will be paid for under the appropriate 6" D.I. or 6" PVC Water Pipe bid item.

17 ITEM NO. 509E INSTALL, REMOVE, AND DELIVER FIRE HYDRANT This item consists of furnishing and Installing approximately 3 Each New Fire Hydrant in accordance with Items (m) and 2.14 of these specifications and addenda thereto, and the applicable Standard Appurtenance Sheets. This item also includes the Removal and Delivery of the existing fire hydrant. Measurement and payment will be in accordance with Item (m)(3) of these specifications and will include all items necessary to furnish and install a fire hydrant and remove and deliver the existing fire hydrant; including barricading, all paving removal and replacement, saw-cutting, embedment, and concrete blocking required. This item does not include any of the fire hydrant lead. That pipe will be paid for under the appropriate 6" D.I. or 6" PVC Water Pipe bid item. The Contractor shall take necessary precautions to insure the new and existing fire hydrants are not damaged. A cap or plug on the existing fire hydrant lead is included with this item. This item includes loading, hauling and delivery of the fire hydrant to the Dallas Water Utilities Yard located at 2901 Municipal Street. Twenty four (24) hour advance notice must be made to or If delivery is not directed by the City, the fire hydrant shall become the property of the Contractor without any effect on the Unit Price. ITEM NO. 510B 6" GATE VALVE This item consists of furnishing and placing approximately 6 Each 6" Gate Valve in accordance with Items (k) and , of these Specifications and Addenda thereto, and the applicable Standard Drawings. Measurement and payment will be in accordance with Item (k)(3) of these Specifications. ITEM NO. 510C 8" GATE VALVE This item consists of furnishing and placing approximately 12 Each 8" Gate Valve in accordance with Items (k) and , of these Specifications and Addenda thereto, and the applicable Standard Drawings. Measurement and payment will be in accordance with Item (k)(3) of these Specifications. ITEM NO. 560B CUT AND PLUG WATER MAIN FOR TEST This item consists of 1 Each Cut and Plug Water Main for Test. This is a contingent item to be used if approved by the Project Manager, in the event pressure testing of the newly constructed main proves unsatisfactory because of leaks in the existing system. In such case, the Contractor must isolate the new construction, perform the required test, and then tie the newly constructed main to the existing water main. Measurement and payment will be per Each complete in place and shall include all labor, materials, and equipment necessary to Cut and Plug Existing Water Main for Test.

18 ITEM NO. 606A WASTEWATER LATERAL This item consists of furnishing and placing approximately 16 Each Wastewater Lateral on an existing or new wastewater main. This item will include street, alley, and easement laterals with cleanouts, with or without caps in accordance with Item (h)(7) of these specifications and addenda thereto, and the applicable Drawings and Standard Appurtenance Sheets. Laterals will be replaced with the same size and type as the existing lateral or as indicated on the plans, with a minimum of 6" diameter pipe required. This item will include, if required, Polyvinyl Chloride Pressure Rated Laterals conforming to ASTM D2241 (DR 26), minimum pressure rating of 160 PSI and ASTM D3139 joints. If a deep cut connection is required, the costs will be included in this item. The replacement shall include removal of the existing lateral, plugging the existing lateral near the main, installing a new lateral with cleanout by removing a portion of the existing main, installing a wye, connecting to the existing main with adapters for 6" and 8" mains and by tapping mains 10" and larger, installing a new lateral with cleanout and connection to the existing house lateral. Should a private wastewater lateral not exist, a wastewater mainline lateral shall be installed with a cleanout and cap, or a cap only as indicated on the plans. The disturbed area around the cleanout will be replaced with sod in accordance with Item 3.9, or concrete or asphalt in accordance with Item 8.3 to match the existing surface. The Contractor shall furnish a cleanout casting if lost, stolen, or damaged due to Contractor's negligence. Should any additional laterals be found necessary, they will be added to the contract at the same Unit Price. Likewise, should any of the listed laterals not be necessary, they will be removed from the contract without having any effect on the unit price. The provisions of Paragraph of the specifications regarding negotiating for revised consideration for over/underruns do not apply to this item Measurement and payment will be in accordance with Item (h)(8) of these specifications, and will include any costs for pipe, equipment, materials and labor, deep cut connections, all boring, encasement, crossing diagonal utilities, costs for barricading, trench safety and support for these laterals, embedment, and all temporary and permanent paving related items (saw-cut, base, asphalt, concrete, sidewalk, driveways, curb and/or gutter, sod) and all other work associated with this item. ITEM NO. 613AP 48" DIAMETER WASTEWATER MANHOLE WITH PAVING This item consists of furnishing, placing, and Epoxy Coating approximately 13 Each 48" Diameter Manhole in accordance with Item (i) of these specifications and addenda thereto, and the applicable Standard Appurtenance Sheets. Removal of any existing conflicting manhole, if required, will be included in this item. Nonshrink grout shall be used in place of mortar. This item shall also include barricading, all temporary and permanent paving, and paving related items (removal, disposal, replacement, saw-cut, base, asphalt, concrete, sidewalk, driveways, curb and/or gutter, sod, seed, etc.). Measurement and payment will be in accordance with Item (i)(3) of these specifications.

19 ITEM NO. 614A ABANDON EXISTING MANHOLE This item consists of abandoning approximately 2 Each Existing Manhole, backfilling the manhole with granular material at 95% standard proctor dry density, and removing and salvaging the frame and cover as per the applicable Standard Appurtenance Sheet. This item to also include the cleaning, loading, hauling, and unloading the frame and cover at the Stores Division, Yard #2, 2901 Municipal Street. The Contractor will be charged new item replacement cost for any amount lost, stolen, or broken due to the Contractor's negligence prior to delivery into Water Utilities Department Salvage Yard. This item shall also include barricading. Measurement and payment shall be at the contract Unit Price per Each completed and accepted abandonment. ITEM NO. 614B VACUUM TEST FOR WASTEWATER MANHOLE This item consists of performing approximately 13 Each Vacuum Test for Wastewater Manhole in accordance with Item (c) of The Dallas Water Utilities Addendum to the Standard Specifications. This item shall include all materials, equipment, labor, and incidentals required to complete the test as specified. This item is a contingent item and payment will be made only if directed by the DWU Construction Superintendent. Should any of the listed tests not be necessary, they will be removed from the contract without having any effect on the Unit Price. Measurement and payment shall be in accordance with Item (e) of these specifications and addenda thereto. ITEM NO. 692A TELEVISION INSPECTION This item consists of performing a Television Inspection on approximately 7,770 Linear Feet of Wastewater Main in accordance with Item (c) of the DWU Addendum to the Standard Specifications for Public Works Construction. Payment will be allowed only for inspections made to a particular section of main in accordance with Item 6.7.2(c)(10) of the DWU Addendum to the Standard Specifications for Public Works Construction. ITEM NO. 692C TRENCH EXCAVATION SAFETY AND SUPPORT This item consists of Trench Excavation Safety and Support for approximately 5,450 Linear Feet of trench in accordance with the Occupational Safety and Health Administration Standards Requirements for Protective Systems. Trench Excavation Safety and Support shall be measured along the centerline of the trench where trench is sloped to maintain angle of repose, a trench box is utilized or trench is shored. Payment shall be allowed for all section of trench regardless of depth.

20 ITEM NO. 703A ROCK FOUNDATION This item consists of furnishing and placing approximately 33 Cubic Yards of Rock Foundation at locations approved by the Project Manager, in accordance with Items and (d) of these specifications and addenda thereto. Measurement and payment will be in accordance with Item of these specifications. ITEM NO. 704B FLOWABLE BACKFILL This item consists of furnishing and placing approximately 10 Cubic Yards of Flowable Backfill in accordance with Items (g) and (e) of these specifications and addenda thereto. This is a contingent item and placement shall be made only as directed by the Project Manager. Measurement and payment shall be at the contract Unit Price per Cubic Yard for completed and accepted work. ITEM NO. 704E FOUR F FLOWABLE BASE - HIGH STRENGTH, FAST SET This item consists of furnishing and placing approximately 9 Cubic Yards of Four F Flowable Base-High Strength, Fast Set in accordance with Items (g) and 2.15.(e) of these specifications, Dallas Street Cut Standard Manual, and addenda thereto. This is a contingent item and placement shall be made only as directed by the Project Manager. Measurement and payment shall be at the contract Unit Price per Cubic Yard for completed and accepted work. The price per unit of volume will remain the same, regardless of the volume used. ITEM NO. 705A SAND BACKFILL This item consists of furnishing and placing approximately 749 Cubic Yards of Sand Backfill at locations approved by the Project Manager, in accordance with Items (f) and (f) of these specifications and addenda thereto. This is a contingent item to be used and paid for only as directed by the Project Manager. Measurement and payment will be in accordance with Item (b)(2) of these specifications. The price per unit of volume will remain the same, regardless of the volume used.

21 ITEM NO. 707B CLASS B CONCRETE This item consists of furnishing and placing approximately 5 Cubic Yards of Class B Concrete in accordance with Items 6.3.1, (r), and 7.4 of these specifications and addenda thereto, and the applicable Standard Appurtenance Sheets. Measurement and payment will be in accordance with Item or (r) of these specifications. ITEM NO. 773A DISPOSAL OF HEAVILY CHLORINATED WATER MAIN FLUSHING WATER This item consists of Disposal of Heavily Chlorinated Water Main Flushing Water after sterilization or re-sterilization in accordance with the requirements of the EPA [40 C.F.R ], and NCTCOG Storm Water Quality Best Management Practices for Construction Activities (BPM) for disposal of discharge from water line disinfection. Measurement and payment will be Lump Sum, complete to include all labor, materials, and equipment necessary to dispose of the heavily chlorinated water main flushing water after sterilization or re-sterilization. ITEM NO ADJUSTMENT AND/OR RELOCATION OF WATER METER BOX This item consists of Adjusting and/or Relocating 16 Each Water Meter Box and Meter in accordance with Item (o) of these specifications and addenda thereto, and the applicable Drawings and Standard Appurtenance Sheets. This item includes all sizes of water services, 3/4" through 2", water meter boxes and meters 5/8" through 2". This item does not include Commercial Water Meter Vaults. The meter box and meter shall be placed to the finished grade and correct location on a sand cushion. Any extension, alterations, or relocations to the service required to adjust the meter box and meter will be included in this item. The Contractor shall furnish a new meter box that is the correct size and type (i.e. a roadway box and cover is required for meters that are placed in driveways or areas subjected to vehicular traffic). If the meter is determined to be defective by the Engineer, it will be replaced with a new meter furnished by the City. Should any additional services be found necessary, they will be added to the contract at the same Unit Price. Likewise, should any of the listed services not be necessary, they will be removed from the contract without having any effect on the Unit Price. The provisions of Paragraph of the specifications regarding negotiating for revised consideration for over/underruns do not apply to this item. This item complete and to include any costs for pipe, copper, equipment, materials and labor, all boring, tapping, crossing diagonal utilities, costs for barricading, trench safety and support for these services, encasement, embedment, and all temporary and permanent paving related items (saw-cut, base, asphalt, concrete, sidewalk, driveways, curb and/or gutter, sod), and all other work associated with this item. Measurement and payment will be per Each complete in place.

22 ITEM NO ADJUSTMENT OF WATER VALVE COVERS AND VALVE STACKS This item consists of adjusting 18 Each Water Valve Cover and Valve Stack in accordance with Item (k)(i) of these Specifications and Addenda thereto, and the applicable Standard Drawings. The adjustment shall include removal and replacement of the valve cover, adjusting the valve stack, and resetting the valve cover and lid to the proper grade. The Contractor shall furnish a valve cover and lid, if lost, stolen, or damaged due to Contractor's negligence. This item complete and to include all equipment, materials and labor, all temporary and permanent paving, and paving related items, sidewalk, curb and/or gutter, driveways, sod, costs for barricading, trench safety and support, and all other work associated with this item. The bid price for this item will not be subject to renegotiation due to quantity overrun or underrun limitations as set forth in the Specifications. Measurement and payment will be per Each complete in place. ITEM NO ADJUSTMENT OF WASTEWATER LATERAL CLEANOUT This item consists of adjusting 16 Each Wastewater Lateral Cleanout in accordance with Items (h) and (j) of these specifications and addenda thereto, and the applicable Drawings and Standard Appurtenance Sheets. The adjustment shall include removal of the cleanout casting extending or lowering the cleanout pipe and replacing the cleanout casting to the proper grade. The Contractor shall furnish a cleanout casting if lost, stolen, or damaged due to Contractor's negligence. This item complete and to include all equipment, materials and labor, all temporary and permanent paving and paving related items, sidewalk, curb and/or gutter, driveways, sod, costs for barricading, trench safety and support, and all other work associated with this item. The bid price for this item will not be subject to renegotiation due to quantity overrun or underrun limitations as set forth in the Specifications. Measurement and payment will be per Each complete in place and in accordance with Item (j)(2) of these specifications.

23 ITEM NO ADJUSTMENT OF WASTEWATER MANHOLES WITH 24" LID This item consists of adjusting 13 Each Wastewater Manholes with 24" Diameter Lid in accordance with Item (i) of these specifications and addenda thereto, and the applicable Drawings and Standard Appurtenance Sheets. The adjustment shall include removal of the manhole ring and cover, constructing a manhole neck of new manhole rings and nonshrink grout, replacing the manhole ring and cover to the proper grade, and coating the outside of the manhole neck with a waterproof bituminous coating. The Contractor shall furnish a manhole ring or cover if lost, stolen, or damaged due to Contractor's negligence. This item also includes removal of the false bottom during final inspection. This item complete and to include all equipment, materials and labor, all temporary and permanent paving, and paving related items, sidewalk, curb and/or gutter, driveways, sod, costs for barricading, trench safety and support, and all other work associated with this item. The bid price for this item will not be subject to renegotiation due to quantity overrun or underrun limitations as set forth in the Specifications. Measurement and payment will be per Each complete in place. ITEM NO INSTALL FIRE HYDRANT EXTENSION This item consists of installing 1 Each Fire Hydrant Extension in accordance with Items (m) and 2.14 of these specifications and addenda thereto, and the applicable Drawings and Standard Appurtenance Sheets. This item shall include removal of the existing fire hydrant, installation of the extension, and reconnection of the existing fire hydrant. The Contractor shall furnish a new fire hydrant if lost, stolen, or damaged due to Contractor's negligence. This item complete and to include all equipment, materials and labor, excavation, backfill, compaction, disposal of excess material, costs for barricading, trench safety and support, and all other work associated with this item. The bid price for this item will not be subject to renegotiation due to quantity overrun or underrun limitations as set forth in the specifications. Measurement and payment will be per Each complete in place.

24 ITEM NO REMOVE FIRE HYDRANT EXTENSION This item consists of removing 1 Each Fire Hydrant Extension in accordance with Items (m) and 2.14 of these specifications and addenda thereto, and the applicable Drawings and Standard Appurtenance Sheets. This item shall include removal of the existing fire hydrant, removal of the existing extension, and reconnection of the existing fire hydrant. The Contractor shall furnish a new fire hydrant if lost, stolen, or damaged due to Contractor's negligence. This item complete and to include all equipment, materials and labor, excavation, backfill, compaction, disposal of excess material, costs for barricading, trench safety and support, and all other work associated with this item. The bid price for this item will not be subject to renegotiation due to quantity overrun or underrun limitations as set forth in the specifications. Measurement and payment will be per Each complete in place. ITEM NO INVESTIGATION This item consists of excavating at approximately 2 Each locations to a specific infrastructure(s) to determine type, size, location, elevation, and/or condition as determined by the Engineer. The disturbed area will be replaced with compacted backfill in accordance with Items and (a) of these Specifications and Addenda thereto. In paved areas, the pavement will be replaced with a compacted 8" thick base of Crushed Rock in accordance with Items 6.5.2, 4.5, and (b), and a compacted 2" thick surface of Hot or Cold Mix asphalt pavement for temporary paving in accordance with Items 6.5.2, 5.7, and This item complete and to include all equipment, materials and labor, saw-cut, pavement, base, and sub-base removal, excavation, backfill, compaction, disposal of excess materials, all temporary and permanent paving, and paving related items, sidewalk, curb and/or gutter, driveways, sod, costs for barricading, trench safety and support, support for existing utilities, and all other work associated with this item. Payment will not be made under this item if the infrastructure is to be adjusted, abandoned, or replaced prior to the placement of backfill. If the investigation is for more than one infrastructure in the same excavation, payment shall be made for only one investigation. Measurement and payment will be per Each complete in place.

25 ITEM NO. 2065B ADJUST / RELOCATE NEW FIRE HYDRANT This item consists of relocating 1 Each Existing Fire Hydrant in accordance with Items (m) and 2.14 of these specifications and addenda thereto, and the applicable Drawings and the Standard Appurtenance Sheets. This item shall include removal of the existing fire hydrant, removal or extending a portion of the fire hydrant lead, installing fittings, if required, and resetting the existing fire hydrant. The Contractor shall furnish a new fire hydrant, valve or associated materials, at no cost to the City, if these existing items are damaged due to the Contractor's negligence. This item complete and to include all equipment, materials and labor, embedment, all excavation, backfill, compaction, disposal of excess material, all temporary and permanent paving, and paving related items, sidewalk, curb and/or gutter, driveways, sod, costs for barricading, trench safety and support, erosion control devices such as silt fences and hay bales, and all other work associated with this item. Readjustment of fire hydrant to accommodate a slip-form paving machine will not be eligible for reimbursement. If a fire hydrant valve is required, it shall pay under another item to the contract. Adjustment of the existing fire hydrant barrel to the final elevation is included in this item. The bid price for this item is not subject to renegotiations due to quantity overrun or underrun limitations as set forth in the specifications. Measurement and payment will be per Each complete in place.

26 C 4. SPECIFICATIONS Besides this Section C, the following are part of this Contract: The General Specifications (Standard Specifications for Public Works Construction - North Central Texas Council of Governments - Third Edition including all Amendments, Second Edition OR First Edition including all amendments); Dallas Water Utilities Addendum to North Central Texas Standard Specifications for Public Works Construction - December, 1998; Part "T" Technical Specifications (where this part is required); Dallas Water Utilities Standard Drawings - May, 1998 A copy of the Standard Specifications for Public Works Construction may be obtained from the North Central Texas Council of Governments, 616 Six Flags Drive, Arlington, Texas; Telephone (817) A copy of the Dallas Water Utilities Standard Drawings can be obtained at the Water Utilities Department, 320 East Jefferson Boulevard Room 118, Dallas, Texas 75203, Telephone (214) A copy of the Dallas Water Utilities Addendum to the General Specifications can be obtained at the Water Utilities Department, 320 East Jefferson Room 118, Dallas, Texas 75203; Telephone (214) Occupational Safety and Health Standards - Excavations, 29 CFR Part 1926; effective January 2, 1990 (or Latest Edition). A copy of the Department of Public Works and Transportation Pavement Cut and Repair Standards Manual may be purchased from the Office of the Director of Public Works and Transportation, Public Works and Transportation Department, 320 E. Jefferson Boulevard, Room 102, Dallas, Texas DWU Approved Materials by Trade Name; (Latest Edition). A copy of the Department of Public Works and Transportation Standard Construction Details 251D; September, 2002 or latest edition. A copy of the Department of Public Works and Transportation Addendum to North Central Texas Standard Specifications for Public Works Construction; December, 1998 or latest edition.