SUBSURFACE ROTARY DRILLING INVESTIGATION SPECIFICATIONS
|
|
- Janel Goodman
- 6 years ago
- Views:
Transcription
1 I. SCOPE OF WORK SUBSURFACE ROTARY DRILLING INVESTIGATION SPECIFICATIONS The Department of Environmental Protection, Bureau of Abandoned Mine Reclamation requires a contractor to conduct subsurface rotary drilling investigations within the delineated project area as indicated on the Borehole Location Map. The Contractor shall furnish all labor, technical assistance, equipment, tools and material necessary to perform the Contract tasks. The work to be performed under this Contract will require non-percussion or percussion rotary drilling at a series of borehole locations. Please refer to the Project Drawing. When requested by the Department s Representative, the Contractor shall provide a completely mobilized rotary drilling rig on the project site within forty-five (45) days of being notified to proceed. The Contractor will have to move the rotary drill rig to the project site together with all necessary supporting equipment and provide air or water for drilling. The work at the site will include drilling air rotary borings for the purpose of obtaining continuous rock chip samples of bedrock. The Contractor shall furnish and install eight-inch (8 ) steel surface casing and fourinch (4 ) inside diameter PVC casing pipe, including plug and cap, in the boreholes as designated by the Department s Representative. The completion of the work at the project site will require removal of all equipment, sealing and backfilling of designated boreholes and the restoration of the surface to a condition equal to or better than that which existed prior to the start of the project work. Proposed for this project is drilling six (6) holes to accommodate four-inch (4 ) I.D. Schedule 40 PVC casing. See the table below for approximate depths of each hole. Due to the nature of the work, it might be necessary to slightly modify the tasks for a boring location while the work is being conducted. Such modifications could include: (1) relocation of boreholes, (2) deletion of boreholes, (3) addition of boreholes in the vicinity of the location, and (4) variation of the depth of the holes proposed for this project. Any modifications shall be approved and directed by the Department s Representative. Estimated Drilling Depths Hole No. Surface Elevation Bottom of Coal Elevation Drilling Footage MW MW MW MW MW MW Total 2445 Note: All elevations are estimated 1
2 The Contractor agrees to furnish all necessary labor and equipment and to perform all the work and labor required herein in an expeditious, substantial and workman-like manner. Any questions regarding these Specifications should be directed to Scott Poborsky at Any questions concerning the contracting or bidding process should be directed to Phyllis Cocco at II. CONTRACT TASKS 1. MOBILIZATION AND DEMOBILIZATION 1.1 SCOPE The work covered by this section consists of the delivery to the project area of all equipment, material and supplies, acquisition of any permits, removal from the site of all equipment after the completion of work, delivery of records, clean-up of the site and final inspection by the Department s Representative. 1.2 PROCEDURE Mobilization shall consist of the delivery to the project area of all equipment, material and supplies to be furnished by the Contractor, the complete assembly in satisfactory working order of all such equipment on the job and the satisfactory storage at the site of all such supplies. Moving between holes and setups at hole locations included under the Contract shall be incidental to the other appropriate Contract item and no separate payment will be made. Demobilization shall consist of the removal of all equipment from the project area and clean-up and restoration of any damaged areas to as good as or better condition than that which existed prior to the commencement of work. This work will include reseeding of areas designated by the Department s Representative. All equipment and methods to be used by the Contractor shall be subject to approval by the Department s Representative. However, approval of the equipment shall not be construed as approval of the performance thereof. The Contractor shall furnish any additional or special equipment necessary for him to obtain the desired end results. The Contractor, at his expense, shall obtain all permits, of whatever nature, necessary for the completion of this work, and the Contractor shall comply with all existing laws, ordinances, rules and regulations relating to his operations. The Department or its designated representative will obtain easements from property owners. Every effort shall be made to minimize damage incidental to access and drilling. Maximum use will be made of existing roads and lanes for access. Where it is necessary to deviate from roads and lanes, such deviation shall be by one (1) track, at a location causing the least damage. 2
3 The Contractor shall be liable to the property owners for any damage to vegetation, crops, and/or property, irrespective of whether the damage was caused by his negligence or was an unavoidable consequence of drilling operations. The Contractor shall be liable for any and all damage, including damages for necessary access. The Contractor shall be required to consult with property owners as to when he intends to move equipment to the drilling locations. 1.3 DELIVERY OF RECORDS The Contractor shall be responsible for furnishing the following records for the project area within the following time constraints: 1. Two (2) typed copies and electronic copies of each borehole log, no later than twenty-one (21) days after completion of all of the boreholes. Each borehole log shall provide pertinent information such as, but not limited to: 1. Borehole number. 2. Borehole completion date. 3. Depth of unconsolidated material (top of bedrock). 4. Air loss or loss of returns. 5. Rock types (description of cuttings). 6. Measured void or caved and broken zone. 7. Depth to each water bearing zone. 8. Linear feet, size, type of casing. 2. Copies of any other records kept by the Contractor, which in the opinion of the Department s Representative will aid in the interpretation of the borings, may be requested at any time during the course of the Contract. No additional payment will be made for delivery of records, since delivery is included in Contract Item, Mobilization and Demobilization. 1.4 MEASUREMENT AND PAYMENT Measurement, when accepted and approved, will be made on the basis of a complete unit, but only to the extent directed by the Department s Representative. Payment will be made at the Contract Unit Price bid per Contract Item, Mobilization and Demobilization, which price and payment shall constitute full compensation for furnishing all labor, material, equipment, supplies and all necessary incidentals required to satisfactorily complete this item of work. Mobilization will be paid in the amount of forty percent (40%) of the unit price bid following complete mobilization. 3
4 Demobilization will be paid in the amount of sixty percent (60%) of the unit price bid following complete demobilization. 2. BULLDOZER MOBILIZATION AND DEMOBILIZATION 2.1 SCOPE The work covered by this section consists of mobilizing and demobilizing a bulldozer. Access to most of the boreholes will need short access routes built to borehole locations off existing right-of-ways. 2.2 PROCEDURE Authorization will be given by the Department s Representative to mobilize and demobilize a bulldozer, Caterpillar D-4 or equal size, for the construction of access routes, development of drilling sites, moving of the drill rig(s) into and out of position and regrading subsequent to drilling operations. 2.3 MEASUREMENT AND PAYMENT Measurement, when accepted and approved, will be made on the basis of a complete unit, but only to the extent directed by the Department s Representative. Payment will be made at the Contract Unit Price bid per Contract Item, Bulldozer Mobilization and Demobilization, which price and payment shall constitute full compensation for furnishing all labor, material, equipment, supplies and all necessary incidentals required to satisfactorily complete this item of work. Mobilization will be paid in the amount of forty percent (40%) of the unit price bid following complete mobilization. Demobilization will be paid in the amount of sixty percent (60%) of the unit price bid following complete demobilization. 3. BULLDOZER WITH OPERATOR 3.1 SCOPE The work covered by this section consists of operating a bulldozer, Caterpillar D-4 or equal size. When necessary for ingress, egress or drilling, a bulldozer will be authorized by the Department s Representative. 3.2 PROCEDURE A bulldozer, Caterpillar D-4 or equal size, and operator will be utilized for access as necessary to carry on drilling activities. 4
5 3.3 MEASUREMENT AND PAYMENT Measurement, when accepted and approved, will be made on an hourly basis for actual operation of the equipment, but only to the extent directed by the Department s Representative. Payment will be made at the Contract Unit Price bid per hour for Contract Item, Bulldozer with Operator and will be divided no finer than by one-half (1/2) hour increments, which price and payment shall constitute full compensation for furnishing all labor, material, equipment, supplies and all necessary incidentals required to satisfactorily complete this item of work. 4. DRILLING ROTARY BOREHOLES 4.1 SCOPE The work covered by this section consists of furnishing all labor, material, equipment, supplies and all necessary incidentals to drill boreholes through overburden material, rock and mined coal beds. 4.2 PROCEDURE All work shall be done under the direction of the Department s Representative. The work involves the drilling of rotary boreholes according to the Technical Specifications for the project area. The depth of the individual boreholes is an estimate. The termination depth of all boreholes will be at the discretion of the Department s Representative. Drilling of all boreholes shall be with non-percussion or percussion rotary drills at locations shown on the Project Drawing or as designated by the Department s Representative. This does not preclude the use of churn drills for installing and handling casing pipe or reopening boreholes, if required. The Department s Representative will designate the location and order of drilling of the holes. The Contractor shall be responsible for determining the location of all underground and overhead utilities such as, but not limited to telephone, cable, sewer, gas, water and electric. Should the location of any utility prohibit the drilling of any borehole, the Contractor shall advise the Department s Representative for possible relocation of said borehole. The Contractor shall not be paid for any borehole or part of any borehole that should puncture a utility. The rotary drills shall be equipped with complete dust control systems or mechanisms to collect dust produced in the process of drilling and prevent the discharge of dust into the atmosphere. The dust control systems shall be of ample capacity to serve under all 5
6 conditions. Drilling rigs shall be of sufficient size and capacity to carry on drilling operations in an efficient manner. All precautions shall be taken by the Contractor to ensure that the hole is plumb when drilling boreholes. A stabilizer, not less than ten feet (10 ) in length and one-inch (1 ) less in diameter than the diameter of the bit, shall be attached to the cutting bit and stem. The Contractor shall be required to drill boreholes, sufficient in diameter to accommodate the specified overburden-casing pipe from the surface through the unconsolidated material (wash) to a point five feet (5 ) into the solid rock strata. After the overburden casing pipe has been properly set and sealed with cement grout, the Contractor shall then continue drilling. Drilling shall proceed through the rock strata with a drill bit sufficient in diameter to accommodate the specified borehole casing pipe to the requested target depth. The Contractor shall be required to drill boreholes through the rock strata with a drill bit sufficient in diameter to accommodate the specified borehole casing pipe to the requested target depth. When an opening in a coal bed or other void is encountered, the Contractor shall probe the opening or void to determine its depth and condition. Payment for such probing will be as drilling at the specified diameter and at the same price per linear foot listed in the Contract Unit Price. The Contractor shall keep and furnish to the Department s Representative an accurate log of the completed boreholes, which shall include, but is not limited to, the type and condition of the unconsolidated overburden (wash), rock strata and coal beds. A more detailed description of the information required for each borehole log is outlined in Contract Item, Mobilization and Demobilization, Section 1.3 Delivery of Records. In the event the walls of the boreholes begin to cave or barrel, the Contractor shall be required to either introduce sodium bentonite into the borehole or to attempt any other method the Contractor deems suitable to stabilize the borehole wall, providing it meets with the approval of the Department s Representative. Any borehole that may be lost or become unusable must be reopened or replaced at the expense of the Contractor. Any borehole that is lost or becomes unusable must be sealed according to the Technical Specifications at the Contractor's expense. If additional boreholes are necessary, in the opinion of the Department s Representative, the Contractor shall drill same at the price per linear foot listed in the Contract for similar size boreholes. 6
7 4.3 MEASUREMENT AND PAYMENT Measurement, when accepted and approved, for non-percussion or percussion rotary drilling of the diameter specified will be made on the basis of the linear feet of holes actually drilled and accepted by the Department s Representative, but only to the extent directed. Payment will be made at the Contract Unit Price bid per Linear Foot for Contract Items, A) Drilling Borehole To Accommodate Eight-Inch (8 ) I.D Surface Casing Pipe and B) Drilling Borehole to Accommodate Four-Inch (4 ) I.D. Casing Pipe which price and payment shall constitute full compensation for furnishing all labor, material, equipment, supplies and all necessary incidentals required to satisfactorily complete this item of work. 5. FURNISHING AND INSTALLING PVC AND STEEL CASING PIPE INCLUDING GROUTING 5.1 SCOPE The work covered by this section consists of providing all labor, material, equipment and incidentals required to furnish and install eight-inch (8 ) and four-inch (4 ) I.D. casing pipe into the boreholes. 5.2 PROCEDURE Eight-inch (8 ) inside diameter overburden steel casing pipe, as specified, shall be installed in the boreholes from the surface through the unconsolidated overburden (wash) to a point five feet (5 ) into solid rock strata. The casing pipe shall then be set and sealed tightly with cement grout before continuing the drilling of the boreholes through the rock strata unless otherwise directed by the Department s Representative. For each well, the final stickup of the steel casing shall be a minimum of eighteen inches (18 ), unless otherwise specified. A locking cap shall be furnished and installed on the steel casing. The Contractor shall furnish and install new plastic pipe in all boreholes, which shall be used for monitoring purposes. Plastic casing pipe shall be Schedule 40 with belled endjoint couplings. Each joint shall be primed and glued using appropriate PVC primer and cement. Each joint shall also be secured using four (4) stainless steel screws. The screws shall be long enough to penetrate the inner pipe as much as possible but not through the inner pipe. The pipe shall rest on the bottom of the borehole and the bottom five-feet (5 ) of pipe shall have three (3) rows of one inch (1 ) diameter holes spaced a maximum of six inches (6 ) apart. The top of the four-inch (4 ) plastic casing shall not be more than ten-inches (10 ) lower than the top of the steel outer casing. The Department s Representative shall specify casing pipe size and type and shall approve all casing pipe before it is installed in the boreholes. 7
8 The plastic pipe shall be grouted in place to the ground surface using the following procedure. A metal grout basket shall be installed on the casing at a depth of approximately ten-feet (10 ) above the roof of the mine (top of the mine void). A rubber fernco will not be accepted as a grout basket. Approximately five-feet (5 ) of time release bentonite pellets shall be added on top of the grout basket. Prior to grouting, the pellets shall be given enough time to activate according to the manufacturers specifications. Grout shall be placed using tremie pipe. Depending upon the depth of the hole, grouting may be required to be completed in stages as directed by the Department s Representative. Refer to Figure No. 1 and Figure No. 2 for typical above ground and flush mount well construction diagrams. 5.3 MEASUREMENT AND PAYMENT Measurement, when accepted and approved, for casing pipe will be made on the basis of the linear feet of casing pipe of the diameter and type specified, furnished and installed, but only to the extent directed. Payment will be made at the Contract Unit Price bid per linear foot for Contract Items, Furnishing and Installing Plastic and Steel Casing Pipe, A) Eight-Inch (8 ) I.D. Overburden Casing Steel Pipe Including Grouting, and B) Four-Inch (4 ) I.D. Casing Plastic Pipe Including Grouting, Plug and Cap, which price and payment shall constitute full compensation for furnishing all labor, material, equipment, supplies and all necessary incidentals required to satisfactorily complete this item of work. 6. BOREHOLE ABANDONMENT 6.1 SCOPE The work covered by this section consists of furnishing all labor, material, equipment, supplies and all necessary incidentals required to satisfactorily seal unsuitable boreholes as defined under this work item. 6.2 PROCEDURE If a borehole is considered unsuitable for future monitoring use as determined by the Department s Representative, the Contractor shall be required to seal each borehole in the following manner: 1. For boreholes not reaching the target elevation and terminating in solid bedrock, cement grout, placed using tremie pipe, shall be placed into the borehole to within one foot (1 ) of the surface. A plug of the contractor s choice may be required at the direction of the Department s Representative. 8
9 2. For boreholes reaching the target elevation and encountering a coal pillar or conditions deemed unsuitable for monitoring as determined by the Department s Representative, the Contractor inserts a plug of his choice, which is acceptable to the Department s Representative, in the borehole approximately ten-feet (10 ) above the bedrock-coal interface or to a point selected by the Department s Representative (see Figure No. 3). A minimum of five feet (5 ) of time release bentonite pellets shall be added on top of the plug. Prior to grouting, the pellets shall be given enough time to activate according to the manufacturers specifications. At the direction of the Department s Representative, the borehole shall be filled with cement grout using tremie pipe to within one foot (1 ) of the surface. Depending upon the depth of the hole, grouting may be required to be completed in stages as directed by the Department s Representative. 3. The surface will be restored to as good as or better than original condition. Except with the permission of the Department s Representative, the Contractor shall not abandon nor complete any borehole, or remove any casing or drilling equipment, without first affording the Department s Representative the opportunity to obtain the position and the depth of the borehole prior to abandonment or completion and any other information which the Department s Representative may require. No payment will be made for any borehole which has been abandoned by the Contractor before reaching the depth, elevation or condition specified, and no payment will be made for the sealing of the borehole in accordance with the specifications, unless the Department s Representative approved and accepts the borehole as being completed. The Department s Representative may, at his option, accept a borehole which fails to reach the required depth due to unusual subsurface conditions which, in his opinion, could not reasonably have been anticipated. 6.3 MEASUREMENT AND PAYMENT Measurement, when accepted and approved for sealing boreholes, will be made on the basis of each borehole abandoned, but only to the extent directed and accepted by the Department s Representative. Payment will be made at the Contract Unit Price bid per borehole for Contract Item, Borehole Abandonment, which price and payment shall constitute full compensation for furnishing all labor, material, equipment, supplies and all necessary incidentals required to satisfactorily complete this item of work. 7. RESTORATION 7.1 SCOPE The work covered under this section consists of providing all labor, material, equipment and other incidentals necessary to restore the area surrounding a borehole and the access to a borehole to a condition equal to or better than that which existed prior to the start of 9
10 work. The work included in this section is considered discretionary and must be directed, approved and accepted by the Department s Representative since clean-up and restoration is considered incidental to and included in Contract Item, Mobilization and Demobilization. 7.2 PROCEDURE In the case of drill holes located on private property, restoration includes, but is not limited to, repairing or replacing any sidewalks, fences, lawns, seeding and access road, and other improvements to the property which may have been damaged or removed as a result of the work, but only to the extent directed, approved and accepted by the Department s Representative. 7.3 MEASUREMENT AND PAYMENT Measurement, when accepted and approved, for restoration at the specified locations will be made on the basis of each borehole restored, but only to the extent directed, approved and accepted by the Department s Representative. Payment will be made at the Contract Unit Price bid per each borehole for Contract Item, Restoration, which price and payment shall constitute full compensation for furnishing all labor, material, equipment, supplies and all necessary incidentals required to satisfactorily complete this item of work. No payment will be made for restoration that has not been directed, approved and accepted by the Department s Representative since clean-up and restoration is considered incidental to and included in Contract Item, Mobilization and Demobilization. 8. STAND-BY TIME 8.1 SCOPE The work item covered by this section is intended to address any delays in drilling in which a drill rig and crew is ordered by the Department s Representative to stand idle. 8.2 PROCEDURE When the Contractor is ordered by the Department s Representative to delay the drilling of any borehole, the Contractor will be reimbursed for any such delays providing that the delays are the sole responsibility of the Department s Representative and the delays are in excess of one-half (1/2) hour in duration. Stand-by time shall not be used for payment to the Contractor for delays caused by equipment breakdown and malfunctions or for delays caused by non-availability of necessary equipment and supplies. Such delays shall be considered the sole responsibility of the Contractor and shall be incidental to other items of work and no 10
11 additional compensation will be allowed. No payment for stand-by time will be made for items of equipment other than a complete drill rig and crew in full operating condition. A crew shall consist of a driller and helper and if any delay does occur, the Department s Representative will record it on a daily basis with dates and times directed to be idle. 8.3 MEASUREMENT AND PAYMENT Measurement, when accepted and approved, will be made on the basis of hours a drilling rig and crew is ordered by the Department s Representative to stand idle, but only to the extent directed by the Department s Representative. Payment will be made at the Contract Unit Price bid per hour for Stand-by Time and will be divided no finer than by one-half (1/2) hour increments, which price and payment shall constitute full compensation for the delay of a drill rig and crew. 9. INSPECTIONS Ample opportunity shall be furnished at all times to the Department s Representative for inspecting the work. If any imperfect work is performed at any time, the defects therein shall be remedied by the Contractor, at his expense, to the full satisfaction of the Department s Representative. No drilling or field-testing shall be done except in the presence of the inspector or Department s Representative, unless specific permission has been granted to the contrary. The presence of an inspector, or the keeping of separate drilling records by the Department s Representative, shall not relieve the Contractor of the responsibility for work specified in the Contract. 11
... Water, Our Most Precious Resource... KaWai A Kline...
DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAI"I 345 KEKOANAO ' A STREET, SUITE 20 HILO, HAWAI"I 96720 TELEPHONE (808) 961-BOSO FAX (BOB) 961-8657 DEPARTMENT OF WATER SUPPLY COUNTY OF HAWAI'I HILO, HA WAI'I
SECTION A1 EXCAVATION AND BACKFILL GENERAL
SECTION A1 EXCAVATION AND BACKFILL GENERAL The work under this section shall include all excavation to such width and depth as shown on the drawings, specified herein, or ordered by the Engineer. Such
SECTION SUBSURFACE INVESTIGATION. 1. Protection of the environment; Section
02011-1 of 5 SECTION 02011 SUBSURFACE INVESTIGATION 02011.01 GENERAL A. Description Subsurface investigation shall include, but not necessarily be limited to, drilling test holes (in rock), auguring holes,
SPECIAL SPECIFICATION 6666 Charter Communications System
2004 Specifications CSJ 1200-05-014 SPECIAL SPECIFICATION 6666 Charter Communications System 1. Description. A. This Item will govern the installation of all facilities belonging to Charter Communications,
Drilling of grout holes will be measured for payment on the basis of the linear feet of holes actually drilled.
I - Measurement and payment Mobilization and Demobilization: Payment will be made for costs for assembling all plant and equipment at the site preparatory to initiating the work and for removing it there
SPECIFICATION : BORING AND JACKING
SPECIFICATION 330524: BORING AND JACKING PART 1.0 GENERAL 1.1 DESCRIPTION 1.1.1 The work of this specification includes all labor, machinery, construction equipment and appliances required to perform in
SPECIFICATIONS - DETAILED PROVISIONS Section Site Grading C O N T E N T S
SPECIFICATIONS - DETAILED PROVISIONS Section 02210 - Site Grading C O N T E N T S PART 1 - GENERAL... 1 1.01 REQUIREMENT... 1 1.02 STRUCTURE PROTECTION... 2 1.03 JOB CONDITIONS... 3 PART 2 - PRODUCTS...
CCU Engineering Specifications. Section PIPE REMOVAL, DISPOSAL, ALTERATION, MODIFICATION OR PIPE ABANDONMENT
CCU Engineering Specifications Section 002310 PIPE REMOVAL, DISPOSAL, ALTERATION, MODIFICATION OR PIPE ABANDONMENT Effective Date: Nov. 1st, 2011 Page 1 of 5 PART 1 - GENERAL The following specification
CITY OF FARGO SPECIFICATIONS REMOVALS
REMOVALS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, and equipment necessary to perform vegetation
ITEM L-119 AIRPORT OBSTRUCTION LIGHTS DESCRIPTION
SECTION 74 AIRPORT OBSTRUCTION LIGHTS (FAA L-119) 74-1 GENERAL The Contractor shall perform all work required by the plans and specifications for construction of obstruction lights in accordance with the
SECTION DRILLED CONCRETE PIERS AND SHAFTS
1 PART ONE - GENERAL 1.1 COORDINATION SECTION 02466 DRILLED CONCRETE PIERS AND SHAFTS A. The General, Supplementary, and Special Conditions of these specifications shall all be considered as a part of
CITY OF FARGO SPECIFICATIONS REMOVALS
REMOVALS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, and equipment necessary to perform vegetation
SECTION EXCAVATION AND FILL
SECTION 02315 EXCAVATION AND FILL PART 1 GENERAL 1.01 SUMMARY A. Furnish labor, materials, equipment, and incidentals necessary to perform excavation, backfill, grading, and slope protection required to
SECTION IRRIGATION WATER WELL
PART 1 GENERAL 1.1 SECTION INCLUDES SECTION 33 21 16 IRRIGATION WATER WELL A. The work shall consist of furnishing all labor, material, equipment, and services necessary for the drilling of irrigation
SPECIAL SPECIFICATION 6664 Level (3) Communications System
2004 Specifications CSJ 1200-05-014 SPECIAL SPECIFICATION 6664 Level (3) Communications System 1. Description. A. This Item will govern the installation of all facilities belonging to Level (3) Communications,
SPECIAL SPECIFICATION 6658 Time Warner Communications System
2004 Specifications CSJ 1200-05-014 1. Description. SPECIAL SPECIFICATION 6658 Time Warner Communications System A. This Item will govern the installation of all facilities belonging to Time Warner Cable
Section 4 Service Lines
Section 4 Service Lines A. General 1. A service line is that portion of a sanitary sewer line that extends from the outer building wall or foundation wall to its connection with the sewer lateral at the
SECTION TRENCHING & BACKFILLING
SECTION 02225 - TRENCHING & BACKFILLING 1.0 GENERAL 1.1 Work included in this Section includes trenching and backfilling for underground pipelines and related structures only. 1.2 Reference Specifications
Soil Improvement by Compaction Grouting
CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 31-3223.12 Soil Improvement by Compaction Grouting Part 1 - General 1.01 Introduction
STANDARD SPECIFICATIONS JULY 2012 S-11 CULVERTS, HEADWALLS AND ROADSIDE DRAINAGE TABLE OF CONTENTS
TABLE OF CONTENTS 11.01 SCOPE OF WORK... 1 11.02 REFERENCES... 1 11.03 MATERIALS... 2 11.04 GRANULAR & NATIVE BACKFILL... 2 11.05 CONSTRUCTION... 2 11.06 MEASUREMENT FOR PAYMENT... 5 11.07 BASIS OF PAYMENT...
SECTION SITE GRADING. Part 1 - General Work Included Related Requirements Reference Standards...
SECTION 02210 - SITE GRADING CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement and Payment...
CHAPTER 6 - SANITARY SEWER
CHAPTER 6 - SANITARY SEWER 6.1 GENERAL This section covers the requirements for PVC plastic sewer pipe materials and installation in sanitary sewer construction. 6.2 PIPE PVC gravity sewer pipe and fittings
SECTION IRRIGATION WATER WELL
PART 1 GENERAL 1.1 SECTION INCLUDES: SECTION 02670 IRRIGATION WATER WELL A. The work shall consist of furnishing all labor, material, equipment and services necessary for the drilling of irrigation water
SECTION GRAVITY WASTEWATER LINES
SECTION GRAVITY WASTEWATER LINES 1. DESCRIPTION This specification shall govern all work required for furnishing, handling and installing gravity wastewater lines required to complete the project. 2. MATERIALS
SECTION MAINTENANCE OF EXISTING CONDITIONS
SECTION 02 01 00 MAINTENANCE OF EXISTING CONDITIONS PART 1 GENERAL 1.1 GENERAL A. The CONTRACTOR shall protect all existing utilities and improvements not designated for removal and shall restore damaged
ITEM 416 DRILLED SHAFT FOUNDATIONS Materials. All materials shall conform to the requirements of the pertinent items as follows:
ITEM 416 DRILLED SHAFT FOUNDATIONS 416.1. Description. This Item shall govern for the construction of foundations consisting of reinforced concrete drilled shafts and/or nonreinforced concrete drilled
Environmental Management Chapter
Environmental Management Chapter 335-9-1 ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT WATER DIVISION - WATER WELL STANDARDS PROGRAM ADMINISTRATIVE CODE CHAPTER 335-9-1 LICENSING AND CERTIFICATION OF
SECTION BORING AND/OR JACKING PIPE
02910-1 of 6 SECTION 02910 BORING AND/OR JACKING PIPE 02910.01 GENERAL A. Description Boring and/or jacking pipe shall include, but not necessarily be limited to, furnishing and installing carrier pipe
1. All underground utilities under railroad tracks shall be encased in a larger pipe or conduit called the casing pipe.
MTS Jack and Bore Design Criteria Note: For the purposes of this Design Criteria and subsequent Construction Notes, the term Jack and Bore is used generically to refer to a number of trenchless construction
REGIONAL CONSTRUCTION STANDARDS
REGIONAL CONSTRUCTION STANDARDS SIXTH EDITION Publication Update 6.5 (Full Committee Approved Proposed Revision 6.5 Storm Sewer Joint Wrap - Section 302 As Publication Update 6.5) March 27, 2018 Copyright
REQUEST FOR BIDS WELL DRILLING & TESTING SERVICES I-77 EXIT 1 WATER SYSTEM PROJECT DESCRIPTION
REQUEST FOR BIDS WELL DRILLING & TESTING SERVICES I-77 EXIT 1 WATER SYSTEM The Carroll County Public Service Authority requests bids from properly licensed well drilling firms, hereafter referred to as
CHANGES IN 2006 SPECIFICATIONS SECTION 804 DRIVEN PILES SECTION 814 DRILLED SHAFTS
CHANGES IN 2006 SPECIFICATIONS SECTION 804 DRIVEN PILES SECTION 814 DRILLED SHAFTS 2006 LADOTD ENGINEERING CONFERENCE Kim Martindale Garlington, P.E. Pavement & Geotechnical Services February 13, 2007
SECTION 807 PUMP STATION REHABILITATION
SECTION 807 PUMP STATION REHABILITATION 807-1 DESCRIPTION: Rehabilitation of pump stations shall be defined as the cleaning, removal, repair and/or replacement of any and/or all components including but
SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS
SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS Section Page 13-1 GENERAL... 13.1 13-1.01 Preservation of Property... 13.1 13-1.02 Overloading, Pavement Protection & Repair... 13.1 13-2 REMOVING EXISTING
SPECIAL SPECIFICATION 5989 Settlement Gauge
2004 Specifications CSJ 0047-14-067 SPECIAL SPECIFICATION 5989 Settlement Gauge Description. Install, maintain, and subsequently abandon settlement gauges as indicated for the purpose of obtaining foundation
INSTALLATION OF AIRFIELD LIGHTING UNDERGROUND ELECTRICAL DIRECTIONAL BORE DUCT
UNDERGROUND ELECTRICAL PART 1 GENERAL 1.1 SECTION INCLUDES: A. The work specified in this section consists of furnishing and installing underground utilities using the method of installation commonly referred
SECTION EXCAVATING, BACKFILLING, AND COMPACTION FOR UTILITIES
SECTION 02221 EXCAVATING, BACKFILLING, AND COMPACTION FOR UTILITIES PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 02200 - Earthwork. 2. 02660 - Water Systems. 3. 02720 - Storm Drainage System. 4.
TRENCHLESS CONSTRUCTION (BORING, JACKING, AND TUNNELING)
PART 1 - GENERAL TRENCHLESS CONSTRUCTION (BORING, JACKING, AND TUNNELING) 1.01 SECTION INCLUDES A. Trenchless Installation of Carrier Pipe with Casing Pipe B. Trenchless Installation of Carrier Pipe without
STANDARD SPECIFICATIONS SECTION BORING AND JACKING. A. Section includes requirements for boring and jacking casing pipe.
STANDARD SPECIFICATIONS SECTION 02445 BORING AND JACKING PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for boring and jacking casing pipe. 1.2 DEFINITIONS A. Carrier Pipe: Sewer or water
San Antonio Water System Standard Specifications for Construction ITEM NO. 848 SANITARY SEWERS
ITEM NO. 848 SANITARY SEWERS 848.1 DESCRIPTION: This item shall govern the furnishing, installation and jointing of sanitary sewer pipe of the size and type specified by the project's plans and specifications.
San Antonio Water System Standard Specifications for Construction ITEM NO. 813 WATER SERVICE FOR FIRELINES
ITEM NO. 813 WATER SERVICE FOR FIRELINES 813.1 DESCRIPTION: This item shall consist of water service for fire line installations in accordance with these specifications and as directed by the Engineer.
INDEX FOR SPECIFICATIONS FOR JACKING CULVERTS THROUGH EMBANKMENTS SCOPE... 2
INDEX FOR SPECIFICATIONS FOR JACKING CULVERTS THROUGH EMBANKMENTS 410. 1 SCOPE... 2 410. 2 DEFINITIONS 2.1 Tunneling and Jacking... 2 2.2 Tunneling... 2 2.3 Jacking... 2 410. 3 MATERIALS 3.1 General...
1993 SPECIFICATIONS CSJ SPECIAL SPECIFICATION ITEM 4110 CONCRETE ENCASED DUCT BANK
1993 SPECIFICATIONS CSJ 581-1-95 SPECIAL SPECIFICATION ITEM 4110 CONCRETE ENCASED DUCT BANK 1. DESCRIPTION. This Item shall govern for the furnishing and installation of all materials and equipment for
SECTION GEOTECHNICAL INSTRUMENTATION
SECTION 13510 GEOTECHNICAL INSTRUMENTATION PART 1 GENERAL 1.1 WORK INCLUDED A. This section covers the work necessary for furnishing and installing new piezometers, movement monuments, and inclinometers
ITEM 432 TUNNEL CONSTRUCTION
AFTER MARCH 1, 2012 ITEM 432 TUNNEL CONSTRUCTION 432.1 Description. This Item shall govern for tunnel lines under railroads, state highways, and concrete paved streets or other obstructions indicated.
SECTION 820 PUMP STATION DEMOLITION AND SITE RESTORATION
820-1 SCOPE OF WORK: SECTION 820 PUMP STATION DEMOLITION AND SITE RESTORATION a. Furnish all labor, materials, equipment, and incidentals required for demolition and/or removal and disposal of existing
Procedures for Connecting to Central Sewer System
Procedures for Connecting to Central Sewer System These procedures and requirements are taken from the Taney County Regional Sewer District s appoved Sewer Use Regulation, Article 4 Building Sewers and
SPECIAL SPECIFICATION 6623 Multi-Duct Conduit System
2004 Specifications Houston District SPECIAL SPECIFICATION 6623 Multi-Duct Conduit System 1. Description. Furnish and place a Multi-Duct Conduit (MDC) system that is suitable for installation in an outdoor
SECTION C1 DUCTILE IRON PIPE AND FITTINGS GENERAL
SECTION C1 DUCTILE IRON PIPE AND FITTINGS GENERAL This section covers the furnishing and installation of ductile iron water pipe, fittings, thrust restraint and pipe disinfection. Ductile Iron Pipe MATERIALS
SECTION C10 CLEANING AND CEMENT LINING GENERAL
SECTION C10 CLEANING AND CEMENT LINING GENERAL The work under this section consists of the cleaning and cement mortar lining of existing cast iron water mains in place within the limits specified on the
CITY OF UNION, OREGON TECHNICAL SPECIFICATIONS SECTION 9 UNDERGROUND UTILITIES
A. GENERAL 1. Scope. These specifications cover the installation of the utility systems and appurtenances for the electrical power, telephone, gas, and television as shown in the Drawings. The Work includes,
Typical Specifications of Compaction Grouting Scope
Typical Specifications of Compaction Grouting Scope This section covers compaction with Sand/Cement/Flyash grout including the installation of injection pipes. Compaction grouting is sometimes referred
General Rules and Regulations
General Rules and Regulations City of Hamilton, Ohio Sanitary Sewer Collection and Treatment Revised December 23, 2016 Page 1 of 13 To Our Customers, Sanitary Sewer Collection and Treatment Department
DIVISION 300 TRENCHING SECTION 308 BORING AND JACKING 2.2 STEEL CASING PIPE
SECTION 308 BORING AND JACKING PART 2 MATERIALS 2.2 STEEL CASING PIPE E. Casing pipe length shall conform to City of Meridian Standard Drawing SW1 Casing Length Requirements. 2.4 CARRIER PIPE SKIDS A.
Gainesville Technical Center 5399 Wellington Branch Drive Gainesville VA Phone (703)
Gainesville Technical Center 5399 Wellington Branch Drive Gainesville VA 20155 Phone (703) 754-6750 Work Request # UNDERGROUND DISTRIBUTION FACILITIES AGREEMENT (FOR COMMERCIAL CUSTOMER) Developer/Builder/Owner
REGIONAL CONSTRUCTION STANDARDS Proposed Revision Form
Proposed Revision To: REGIONAL CONSTRUCTION STANDARDS Proposed Revision Form General Provisions (Division 1) Technical Specifications (Divisions 2-8) Standard Details Change No. Hampton Roads Planning
3. FIELD INVESTIGATION PROGRAM
Department of Public Works U.S. Army Corps of Engineers Phase 1B Geotechnical Investigation Geotechnical Data Report 3.3 FIELD METHODS AND PROCEDURES 3. FIELD INVESTIGATION PROGRAM The borings were advanced
SECTION FIRE HYDRANTS
SECTION 21 11 10 PART 1. GENERAL 1.1 SUMMARY: A. Work consists of furnishing and installing new fire hydrants, (boot with ductile iron retainer gland, standpipe and hydrant complete) plus constructing
SECTION MEASUREMENT AND PAYMENT
SECTION 012000 Applies only to Collier County Public Utilities Projects or Works and Utilities Portions of Collier County Transportation Projects, but not to Private Developments PART 1 GENERAL 1.1 SECTION
SECTION 39 - MANHOLES TABLE OF CONTENTS 39-1 GENERAL PRECAST CONCRETE MANHOLES
Section SECTION 39 - MANHOLES TABLE OF CONTENTS 39-1 GENERAL... 39-1 39-2 PRECAST CONCRETE MANHOLES... 39-1 39-2.01 Precast Concrete Storm Drain Manholes... 39-1 39-3 SADDLE MANHOLES... 39-2 39-3.01 Saddle
GENERAL SPECIFICATION FOR THE REHABILITATION OF SEWERS USING THE THERMOFORM (PVC) PIPE LINING SYSTEM
1. GENERAL 1.01 DESCRIPTION GENERAL SPECIFICATION FOR THE REHABILITATION OF SEWERS USING THE THERMOFORM (PVC) PIPE LINING SYSTEM A. The Contractor shall furnish all labor, equipment and materials necessary
CW 3530 MANUAL IRRIGATION SYSTEM TABLE OF CONTENTS
October 1990 CW 3530 MANUAL IRRIGATION SYSTEM TABLE OF CONTENTS 1. GENERAL CONDITIONS...1 3. DESCRIPTION...1 5. MATERIALS...1 5.1 General...1 5.2 Testing and Approval...1 5.3 Irrigation Pipe and Fittings...1
III. TECHNICAL SPECIFICATIONS DIVISION 56 BORED PIPE
III. TECHNICAL SPECIFICATIONS DIVISION 56 BORED PIPE PART I - GENERAL 56.01 SCOPE: The Contractor shall furnish all labor, material, equipment and supplies and shall perform all work necessary for the
San Antonio Water System Standard Specifications for Construction ITEM NO SANITARY SEWER LATERAL STUB OUTS OR RECONNECTIONS
1109.1 DESCRIPTION: ITEM NO. 1109 SANITARY SEWER LATERAL STUB OUTS OR RECONNECTIONS 1. Installation of sanitary sewer lateral stub outs in sanitary sewer mains serving areas where service did not previously
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF WEST BEND, WISCONSIN SECTION 300 EARTHWORK, GRADING, AND GRAVELING
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF WEST BEND, WISCONSIN SECTION 300 EARTHWORK, GRADING, AND GRAVELING Section Number Title 301 GENERAL 302 MATERIALS SPECIFICATIONS 303 CLEARING
SPECIAL SPECIFICATION 5925 Polyvinyl Cloride (PVC) Sewer Pipe and Fittings
1993 Specifications CSJ 0144-01-060 SPECIAL SPECIFICATION 5925 Polyvinyl Cloride (PVC) Sewer Pipe and Fittings 1. General. (1) Scope. This Section includes the furnishing, installation, and subsequent
SECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices.
SECTION 01220 UNIT PRICES PART 1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for the unit prices. B. The omission of any unit price description from this Section
SECTION 920 SANITARY AND STORM SEWER MANHOLES
SECTION 920 SANITARY AND STORM SEWER MANHOLES 920.1 GENERAL This section contains items which are relative to the installation of sanitary and storm sewer manholes. 920.2 REFERENCES 920.2.1 ASTM C 43 C
SECTION 39 - MANHOLES TABLE OF CONTENTS
Section SECTION 39 - MANHOLES TABLE OF CONTENTS Page 39-1 GENERAL... 39.1 39-2 CONCRETE MANHOLES... 39.1 39-2.01 NOT USED... 39.1 39-2.02 Concrete Storm Drain Manholes... 39.1 39-3 SADDLE SEWER MANHOLES...
SECTION DRILLED CONCRETE PIERS AND SHAFTS
SECTION 31 63 29 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply
San Antonio Water System Standard Specifications for Construction ITEM NO. 812 WATER MAIN INSTALLATION
ITEM NO. 812 WATER MAIN INSTALLATION 812.1 DESCRIPTION: This item shall consist of water main installation in accordance with these specifications and as directed by the Engineer. 812.2 MATERIALS: The
CITY OF AUBURN STANDARD SPECIFICATIONS SECTION 13 EXCAVATION AND BACKFILL
CITY OF AUBURN STANDARD SPECIFICATIONS SECTION 13 EXCAVATION AND BACKFILL 13.01 GENERAL The work included in this section shall consist of furnishing all materials and equipment and performing all labor
B. Subsurface data is available from the Owner. Contractor is urged to carefully analyze the site conditions.
SECTION 31 23 33 - TRENCHING, BACKFILLING AND COMPACTION PART 1 - GENERAL 1.1 SCOPE A. This Section specifies the requirements for excavating and backfilling for storm sewer, sanitary sewer, water distribution
SUPPLEMENTAL SPECIFICATIONS TO STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION NO. 2611
Revised October 10, 2014 SUPPLEMENTAL SPECIFICATIONS TO STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION NO. 2611 Water Main and Service Line Installation shall be in accordance with
STANDARD SPECIFICATIONS
TOWN OF COLONIE DEPARTMENT OF PUBLIC WORKS DIVISION OF PURE WATERS STANDARD SPECIFICATIONS for RESIDENTIAL SANITARY SEWER CONNECTIONS Latest Revision Date: November 2017 TABLE OF CONTENTS Section Page
[ADD / DELETE / MODIFY FOLLOWING ITEMS AS APPROPRIATE TO THE PROJECT:]
SECTION 14 - REMOVALS 14-1 GENERAL This item shall consist of removing, [salvaging], [abandoning,] [stockpiling] and/or disposing of existing [pavements,] [asphalt-treated bases (ATB),] [cement-treated
BROWARD COUNTY ENVIRONMENTAL PROTECTION DEPARTMENT (EPD) MINIMUM CRITERIA FOR MONITORING WELL INSTALLATION AND SAMPLING
Failure to follow these criteria, or to obtain approval for variation to these criteria, is a citationable offense and bears an associated civil penalty, as provided in Section 27-38(h) (9), of the Broward
SECTION 1 GENERAL NOTES
ISSUE DATE NOVEMBER 1st, 2011 SECTION 1 Page List Page Number Page Title COVER COVER GN-01 PAGE 1 GN-02 PAGE 2 GN-03 PAGE 3 GN-04 PAGE 4 GN-05 PAGE 5 GN-06 PAGE 6 GN-07 PAGE 7 : 1. (CCU) STANDARD SPECIFICATIONS
TRENCHLESS CONSTRUCTION (BORING, JACKING, AND TUNNELING)
PART 1 - GENERAL TRENCHLESS CONSTRUCTION (BORING, JACKING, AND TUNNELING) 1.01 SECTION INCLUDES A. Trenchless Installation of Carrier Pipe with Casing Pipe B. Trenchless Installation of Carrier Pipe without
CHAPTER 32 - WELL ABANDONMENT ORDINANCE OF DUBUQUE COUNTY, IOWA. Adopted September 5, Part 1 Introduction...2
CHAPTER 32 - WELL ABANDONMENT ORDINANCE OF DUBUQUE COUNTY, IOWA Adopted September 5, 1989 Table of Contents Page Part 1 Introduction...2 32-1 Purpose...2 32-2 Applicability...2 32-3 Definitions...2 32-4
1.01 GENERAL. l.02 PIPELINE TRENCH EXCAVATION PIPELINES AND STRUCTURES REVISION: SECTION 1 PAGE : 1-1
1.01 GENERAL A. The Contractor shall perform all excavation, backfilling, grubbing and grading required for construction and installation of pipelines, structures and appurtenances. Excavation shall include
County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS
County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS SECTION 39 MANHOLES 39-1 GENERAL Sewer and storm drain manholes, consisting of precast concrete manholes or
APPLICANT any person who makes application for a permit. BOROUGH Borough of Elizabethtown, Lancaster County, Pennsylvania.
CHAPTER 21 PART 2 TUNNELING AND EXCAVATIONS 201. Definitions. The following words and phrases, when used in this Part, shall have the meanings ascribed to them in this 201, except in those instances where
SECTION 14 EMBANKMENT
SECTION 14 EMBANKMENT 14.1 DESCRIPTION A. General: This work consists of constructing roadway embankments, including preparation of the areas upon which embankments are to be placed; the construction of
INVESTIGATION RESULTS
September 13, 2011 Burt Fleischer, R.E.A., R.E.P. Director, Environmental Affairs Hilmar Cheese Company 9001 N. Lander Avenue Hilmar, CA 95324 Subject: Revised Work Plan for Supply Well IN 1 Destruction
DIVISION II TECHNICAL SPECIFICATIONS SECTION S-003 SANITARY SEWER FORCE MAIN SYSTEM
DIVISION II TECHNICAL SPECIFICATIONS SECTION S-003 SANITARY SEWER FORCE MAIN SYSTEM TABLE OF CONTENTS: I. DESCRIPTION:... 2 II. COORDINATION:... 2 III. CONSTRUCTION LAYOUT:... 3 IV. MATERIALS:... 3 V.
SPECIAL SPECIFICATION 4703 Repair Of Impact Damaged Prestressed Concrete Bridge Beams
1993 Specifications CSJ 0162-01-080, etc. SPECIAL SPECIFICATION 4703 Repair Of Impact Damaged Prestressed Concrete Bridge Beams 1. Description. This Item shall govern for the repair of impact damaged prestressed
Construction Requirements for Installation of Utilities in the Public Right-of-way of McPherson County, Kansas October 2011
Construction Requirements for Installation of Utilities in the Public Right-of-way of McPherson County, Kansas October 2011 General Provisions and Specifications - These provisions and specifications shall
MODIFICATIONS TO TUCSON WATER STANDARD WATERWORKS SPECIFICATION NO. 1445, PRIVATE PLUMBING REMOVE THE ENTIRE SECTION AND REPLACE WITH THE FOLLOWING:
MODIFICATIONS TO TUCSON WATER STANDARD WATERWORKS SPECIFICATION NO. 1445, PRIVATE PLUMBING REMOVE THE ENTIRE SECTION AND REPLACE WITH THE FOLLOWING: 1445.0100 GENERAL 1445.0101 Description of Work 1445.0102
DIVISION 33 - UTILITIES SECTION UTILITY PIPE BORING AND JACKING DIVISION 33 UTILITIES SECTION UTILITY PIPE BORING AND JACKING
DIVISION 33 UTILITIES PART 1 GENERAL 1.01 SCOPE A. This work shall consist of the underground construction of a pipeline across the state right-ofway, or other facility as indicated on the plans and as
SECTION 813 SEWER FLOW CONTROL
SECTION 813 SEWER FLOW CONTROL 813-1 DESCRIPTION: Sewer flow control is a set of methods to adjust the flow in the sewer system to allow for inspection, maintenance, repair or replacement. This is accomplished
SECTION 50 CONTROL OF WORK
SECTION 50 CONTROL OF WORK 50-01 AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all questions which may arise as to the quality and acceptability of materials furnished, work performed, and
1993 Specifications CSJ SPECIAL SPECIFICATION ITEM 4417 DEWATERING IN CONTAMINATED GROUNDWATER
1993 Specifications CSJ 8015-24-003 SPECIAL SPECIFICATION TO ITEM 4417 DEWATERING IN CONTAMINATED GROUNDWATER 1. DESCRIPTION. This item shall govern all work required to remove groundwater encountered
EXCAVATION & BACKFILLING GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 6 WATER RECLAMATION PROJECT JUNE 2013
GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 6 PART 1 GENERAL 1.1 Description The Work of this Section shall be all labour, materials, equipment and supervision necessary
San Antonio Water System Standard Specifications for Construction ITEM NO. 824 SERVICE SUPPLY LINES (WATER)
San Antonio Water System Standard Specifications for Construction ITEM NO. 824 SERVICE SUPPLY LINES (WATER) 824.1 DESCRIPTION: This item shall consist of water service supply lines adjustment and installation
703 - DRILLED SHAFTS SECTION 703 DRILLED SHAFTS
SECTION 703 DRILLED SHAFTS 703.1 DESCRIPTION Construct drilled shafts by the cased or uncased method depending upon site conditions and Contract Document requirements. BID ITEMS Drilled Shaft (*) (**)
STORM DRAINAGE - 1 DETAILED SPECIFICATIONS - STORM DRAINAGE
STORM DRAINAGE - 1 DETAILED SPECIFICATIONS - STORM DRAINAGE 2-7-1 Scope 2-7-2 General 2-7-3 Location and Grade of Sewers 2-7-4 Order of Work 2-7-5 Existing Water, Sanitary Sewer, Gas, and Other Utility
SECTION DUCTILE IRON PILES
SECTION 31 66 13 DUCTILE IRON PILES PART 1 - GENERAL 1.1 GENERAL REQUIREMENTS A. Work of this Section, as shown or specified, shall be in accordance with the requirements of the Contract Documents. B.
ATTACHMENT A Sanitary Sewage Line Replacement Columbia County, Roadside Rest Site# 38, I-80 WB Project# Roadside Rest Grounds# 031R380
I. Base Bidding Requirements This is not a base bid project. II. Work Included The following items are site specific requirements of the project. Contractor to repair, replace and install the necessary
SECTION GRAVEL PACKED WATER WELL
SECTION 02520 GRAVEL PACKED WATER WELL PART 1 GENERAL 1.01 SECTION INCLUDES A. Gravel packed water well includes drilling, installing, cleaning, developing, testing, videoing, abandoning, and site clean