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General Provisions (100-199)

137For structures shown in the contract documents as being built before 1995, the

IN · 2024 Standard SpecificationsBook pages 151166View official source ↗

Contractor shall assume that the existing coating contains hazardous materials and that mill scale exists on the steel. If the Contractor elects to take the steel to a recycling facility, a receipt from the facility shall be provided. The receipt from the recycling facility shall show the name of the facility that accepted the material, address, city, state, zip code, contract number, bridge number, date material was received from the Contract or, weight of the material 120 accepted by the recycling facility, and detailed description of the items given to the recycling facility. If the Contractor elects to take ownership of the steel, the steel shall be cleaned in accordance with 619.14 prior to its removal from the project.

a.Complete Unless otherwise directed, the substructures of existing structures shall be removed down to the natural stream bottom and those parts outside of the stream shall be removed down 1 ft below the natural ground surface. Where such portions of 130 existing structures lie wholly or in part within the limits of a new structure, they shall be removed as necessary to accommodate th e construction of the proposed structure. Portions of pre-existing structures that are not visible and not shown on the plans shall be removed as directed. Payment for such removal will be paid as class X excavation in accordance with 206.11. Unless otherwise specified, structural steel and materials not designated by the Department to be salvaged shall become the property of the Contractor. It shall be removed from the site before completion of the work and proper allowance for its value shall be taken into account in the bid price of the item involved. If the structure 140 is to remain the property of the Department, steel or wood bridges shall be carefully dismantled without unnecessary damage, steel members shall be match marked, and all salvaged material shall be stored in accordance with 202.02. Blasting or other operations necessary for the removal of an existing structure or obstruction, which may damage new constructi on, shall be completed prior to placing the new work.
b.Portions Portions of the existing structure shall be removed as shown on the plans. 150 Reinforcing bars shall be cut off or allowed to extend into the proposed work as required or as otherwise directed. Explosives shall not be used in the removal of concrete. Where new concrete joins existing concrete masonry, the surface shall be cleaned satisfactorily before new concrete is placed. Adequate safeguards shall be provided to prevent materials from falling below the structure when over or adjacent to traffic; when over bodies of water; as needed to protect life or property; and as 202.03 138 needed to comply with laws, regulations, or other contract requirements. A plan shall be submitted for approval showing th e proposed method of protection. Pneumatic hammers, up to a maximum of 45 lb may be used for all removal areas 160 to be patched in the deck and all areas within 24 in. of full depth removal lines. Pneumatic hammers up to 69 lb maximum weight may be used for removal of all parapet walls having a construction joint separating the wall from the coping and all partial curb removals. Pneumatic hammers up to 90 lb maximum weight may be used for all other removals outside these limits. Concrete splitters may be used for partial concrete removal subject to satisfactory pe rformance. Deck areas that are to be removed full depth shall be completely se parated from adjacent concrete by sawing before hammers heavier than 45 lb may be used. Concrete superstructures or deck removal may be accomplished by pneumatic 170 hammers larger than 90 lb, ex cept directly over structural members that are to remain in place. Partial concrete removal of columns, piers, and abutments may be accomplished with pneumatic ha mmers larger than 90 lb, pr ovided that the reinforcing bars in the portion to be removed are completely separated from the concrete that is to remain in place. Alternate methods of remo val may be considered if requested in writing. Hydrodemolition may be allowed for removal of portions of bridge structures as an alternate method to pneumatic hammers. Hydrodemolition for such removals may be accomplished either by use of a machine or a handheld device. Hydrodemolition 180 shall otherwise be in accordance with 722. Any portion of the structure that is removed, but which was not included within the limits of the concrete to be removed as shown on the plans or as directed, shall be replaced with no additional payment. If at any time during the removal process the tools or methods being used appear to cause any damage to concrete that is to remain, the work shall cease immediately and shall not resume until the Engineer is assured the tools or methods used will not cause further damage.
c.Disposal of Concrete 190 All concrete from complete or partial removals, which is determined to be acceptable for riprap, shall be used on the pr oject as directed. Concrete which has paint or other coatings adhering to it or exposed re inforcing bars shall not be used for riprap. Disposal or placement as riprap will not be paid for directly, but the cost thereof shall be included in the cost of removal. Disposal of concrete from complete or partial removals shall be in accordance with 203.08. 202.04 Removal of Pipe and Tile Drains When indicated in the contract documents or as directed, all pipe and tile drains shall be removed and reasonable precauti on taken to avoid breaking or damaging 200 them. The pipe or tile shall be stored neatly on the right-of-way, unless it is to be re-202.04 139 laid as a part of the contract. Otherwise, the conditions in accordance with 104.05 shall apply. Pipes to be re-laid shall be removed and stored so that there is no loss or damage to the pipe. Replacement will be required of sections lost from storage or from damage through negligence or from improper methods in handling. Removal of pipe or drain tile, any necessary cleaning, removal of headwalls, storage of pipe, and disposal of removed headwall material and unsuitable pipe will not be paid for directly, the cost thereof to be included in the various pay items. 210 Sanitary or storm sewers no longer in use shall be removed from under the roadway and shoulders if so specified on the plans or in the proposal or if so directed. No payment will be made for this removal if the removal is shown on the plans and no pay item exists, or if this removal is neces sary during the placing of other structures or during other excavation operations. The removal of pipes that are not shown in the contract documents and those that are not being replaced at the same location will be paid for in accordance with 109.05. Disposal of pipe and tile drain material shall be in accordance with 203.08. 220

202.05 Removal of PCCP, Sidewalks, Curbs, RCBA, and Reinforced

Concrete Moment Slabs All unreinforced PCCP, sidewalks, curbs, gutters, and other unreinforced concrete elements designated for removal shall be: (a) broken into pieces and used for riprap on the project; or

b.broken into pieces, the maximum weight of which shall be 150 lb, and incorporated into th e work as directed; or
c.otherwise disposed of in accordance with 202.02. RCBA, reinforced concrete moment slab s, and reinforced concrete elements designated for removal shall be disposed of in accordance with 202.02. Pavement removal shall consist of the removal and satisfactory disposal of RCBA, reinforced concrete moment slabs, reinforced or unreinforced PCCP, PCC resurface with its base, or the total of a ny combination of HMA base, intermediate, and surface course overlaying PCCP, PCC resurface with its base, RCBA, or reinforced concrete moment slab base. Pavement removal shall include only the 240 removal and disposal of existing public road, street, and alley pavement as required for the planned construction. Curb removal shall include curb that is separate from the pavement or removed separately. Integral curb that is removed with the adjacent pavement will be paid for as pavement removal. Prior to performing the work of pavement removal at locations shown on the plans or where directed, cement concrete pavement to be removed shall be cut with a power 202.05 140 driven concrete saw along designated lines. Sawing shall be such that any portion of the pavement to remain in place will not be damaged. Any portion that is damaged or removed outside the designated lines shall be replaced with no additional payment. 250 Sawing of pavement to be removed will not be paid for directly, but shall be included in the cost of pavement removal. 202.06 Removal of Houses and Buildings This item consists of the satisfactory demolition, removal, backfilling, and disposal of all houses and buildings at locations shown on the plans or where directed. The houses and buildings shall be demolished and removed down to a point 1 ft below the original ground level or the subgrade elevation, whichever is lower. All accumulated debris in existing basements sha ll be removed and disposed of. Prior to starting demolition operations, or when directed, all existing utilities shall be 260 terminated and all floor drains shall be sealed in a satisfactory manner. Temporary fence in accordance with 107.14 may be required where specified or directed. Basements or depressions left by demolition shall be backfilled with B borrow and compacted in accordance with 203.23. No additional payment will be made for temporary fence, the cost ther eof to be included in the lu mp sum price for removal at the location. Temporary fence shall remain the property of the Contractor. The removal of houses and buildings shall be arranged and prosecuted such that all Department maintained highways, and all local roads, streets, and alleys within the project limits shall remain open to normal traffic at all times unless otherwise directed. 270 Demolition and removal of any individual house or building shall not be started without written authorization. Compensa tion will be paid only for houses and buildings which are actually removed from the right-of-way as authorized. Removed materials shall be disposed of in accordance with 104.05 and 104.06. In the event the houses and buildings listed for removal from a designated parcel are not in existence at the time of submission of the bid, the lump sum bid for that item shall be indicated at zero dollars and cents.

202.07 Inspection and Removal of Asbestos The Contractor shall comply with a ll applicable environmental regulations

including but not limited to those as follows:

a.In accordance with 202.02 and 326 IAC 14-10, a demolition/renovation notification is to be submitted to IDEM 10 work days prior to the start of demolition or renovation operations. During the 10 day period, IDEM may make a determination of the existence of asbestos materials. Local governmental agencies may have additional regulations that shall be followed. The Contractor 290 shall contact the IDEM Office of Air Quality to determine what local agencies have regulations. 202.06 141 (b) 326 IAC 18-3, which requires the inspector conducting the required inspection to be certified by IDEM. An accredited asbestos project supervisor shall be required to be present at all asbestos removal projects in accordance with 326 IAC 14-10 and 18-1.
c.Federal Asbestos National Em ission Standard for Hazardous Air Pollutants. 300
d.Structurally Unsound and in Danger of Imminent Collapse Building Regulations, in accordance with 326 IAC 14-10-1(b).

202.08 Removal of Underground Storage Tanks Containing Petroleum Products or Other Hazardous Chemicals Removal of underground storage tanks shall consist of the proper excavation;

removal of the tank; removal and disposal of liquids, sludges, and other materials in the tanks; backfilling, and permanent closure of underground storage tanks located as shown on the plans or as identified by the Engineer. 310 This work shall be performed in acco rdance with the requirements as follows:

a.Technical Standards and Co rrective Action Requirements for Owners and Operations of Underground Storage Tanks, UST, Code of Federal Regulations, Title 40, Part 280 (40 CFR 280), Subparts F and G;
b.American Petroleum Ins titute Recommended Practice 1604, “Removal and Disposal of Used Underground Petroleum Storage 320 Tanks”;
c.American Petroleum Institute Publication 2015, “Cleaning Petroleum Storage Tanks”;
d.RCRA and the Indiana Environmental Management Act;
e.UST Notification, Reporting and Closure Requirements as prepared by the IDEM Underground Storage Tank Branch;
f.safety regulations issued by OSHA;
g.Indiana Fire Prevention Code, Flammable and Combustible Liquids,

Article 79 — , 675 Iac 22;

h.all applicable Federal and State requirements for certification of underground storage tank removal contractors; and
i.local fire codes. 202.08 142 340 An individual who has been certified for underground storage tank closure or removal, as appropriate, through the State Fire Marshall shall be present at all times for tank closure or removal. Evidence of such certification shall be given to the Engineer prior to starting work. The removal and disposal of all regulated materials in or around the tanks shall be in accordance with 104.06. The Contractor shall have the responsibilities as follows:
a.obtain a review of available tank information from the Engineer;
b.provide notification of tank removal operations to appropriate authorities, unless the Department has already done so. Notification shall be provided as required to IDEM, the Office of the State Fire Marshall and the local fire depa rtment in accordance with (a) through (i) above. Notification shall be provided to IDEM at least 30 days prior to closure or removal of regulated tanks in the form of the completed Notification for Underground Storage Tanks Form, and at least 14 days prior to removal or closure to the State Fire 360 Marshall and the local fire department. At least 14 days prior notice shall be given to the IDEM Underground Storage Tank Branch of intended closure or removal date. Such forms are available from IDEM;
c.allow the Engineer to visually inspect tanks after removal;
d.allow the Engineer to visual ly inspect the ex cavation zone for contaminated soils;
e.obtain, from the Engineer, the limits of excavation for each tank to be removed;
f.allow the Engineer to verify all documentation for remediation; (g) sample and classify the tank contents, if access is available, or confirm tank contents by sampling and testing;
h.submit a site operation plan for the contaminated area for review and obtain approval from the Engineer before beginning removal 380 operations;
i.provide and maintain pedestrian safety fencing;
j.remove all liquids and sludges from tanks; 202.08
k.clean tanks and connected piping, including feed lines and drain lines, of contents;
l.remove tanks from the ground; 390
m.dispose of all tank content wast es in accordance with the directions provided by the Engineer in 104.06;
n.render tanks useless or dismantle tanks and transport to scrap dealer or landfill;
o.implement the site operation plan for the contaminated area as directed in accordance with 104.06;
p.backfill excavations in an approved manner. Backfill shall be B borrow in accordance with 904.06 with the exception that B borrow consisting of ACBF or GBF shall not be used within 2 ft of the free water level;
q.maintain accurate records of all operations. Submit reports, including a completed Notification for UST and an UST System Closure Site Assessment Report, to IDEM’s UST Branch within 30 days after closure. Two copies of these forms shall be provided to the Engineer with verification that the documents were submitted to 410 IDEM;
r.obtain disposal approvals for the hauling and disposal of all tank content waste materials from the site; and
s.if the soil or groundwater surrounding the tank shows evidence of contamination, the hole shall be covered to prevent contamination of rainwater until remediation is complete. The Engineer will classify the tank contents as one of the following liquid wastes 420 for purposes of disposal requirements and payment.
a.Type A Waste Type A waste will consist of direct discharge wastewater which may be discharged to a sanitary sewer system with or without treatment, upon receipt of required permits.
b.Type B Waste Type B waste will consist of low flash wastewater which shall be treated off-site at a treatment facility prior to disposal. 430 202.08 144 (c) Type C Waste Type C waste will consist of petroleum or other chemical liquid and sludge wastes which are regulated materials under current EPA, U.S. Department of Transportation, or IDEM regulations. Such waste shall be disposed of at a RCRA approved facility. 202.09 Remediation of Contaminated Soil and Groundwater This work shall consist of remediation. All work shall be performed in accordance with all applicable Federal, State, and local requirements, and 104.06. Prior to commencing work, the Contractor shall provide evidence, satisfactory to the Engineer, that the firm and personnel which are performing the remediation are properly trained or certified as required. The Contractor shall have the equipment for the proper remediation of regulated materials. The Contractor shall be familiar with the required procedures and practices governing such work. The Contractor shall have the responsibilities as follows:
a.notify the appropriate authorit ies regarding remedial operations and provide verification to the Engineer; 450
b.take samples and conduct tests as approved by the Department to determine extent of the contamination;
c.develop a remediation plan and obtain approval for the plan from the Department and the proper authorities;
d.remediate the site upon plan approval;
e.verify that remediation has been completed by conducting the 460 appropriate sampling or testing;
f.backfill excavations and restore ground lines as directed, in accordance with 211;
g.maintain accurate and comple te records of all operations; and
h.submit reports to the Engineer and the proper authorities as requested for proper cleanup documentation.

202.10 Remediation of Other Regulated Materials

This work shall consist of the remedia tion of regulated materials not otherwise described herein. This work shall include all necessary excavation, backfilling of resultant excavations, and other handling or storage required. All work shall otherwise be performed in accordance with all applicable Federal, State, and local requirements, 104.06, and 202.09. 202.09

202.11 Transportation and Disposal of Regulated Materials

This work shall consist of determining locations for disposal, treatment, or 480 recycling of regulated materials removed from the project site. This work shall also consist of loading regulated materials into a vehicle or transport container and the movement of such material from the project site to a state or EPA permitted disposal site, storage treatment, or recycling facility by appropriately trained and licensed personnel. The Contractor shall have the responsibilities as follows: (a) determine the location for disposal, treatment, or recycling of regulated materials removed from the project site; obtain written 490 approval of the site; arrange with the approved site for the acceptance of the materials; and obtain the Engineer’s written approval for the use of the site prior to transporting the materials;

b.ensure that all p acking containers or tank vehicles are in accordance with the applicable Federal, State, and local requirements;
c.prepare a shipping paper or manifest, as required by Federal and State requirements, for signature of the Engineer or designated Contractor representative; 500
d.ensure that the shipping paper or manifest is carried in the vehicle;
e.ensure that all required placards are properly displayed on the vehicle;
f.ensure prompt movement of the vehicle to the disposal site; and
g.return one copy of the signed shipping or manifest documents to the Engineer. 510

202.12 Blank

202.13 Method of Measurement

If the contract stipulates that payment will be made for removal of obstructions or of houses and buildings, or for clearing right-of-way on a lump sum basis, the pay items for such removals will include all structures and obstructions encountered within the right-of-way in accordance with the requirements herein. No measurement will be made. If it is specified that payment wi ll be made for the removal of specific obstructions on a unit basis, measurement will be made by the unit specified in the 520 Schedule of Pay Items. Material used to backfill excavated areas as directed will be measured by the cubic yard. 202.13 146 If the contract stipulates that payment will be made for removal, transportation, or disposal of regulated materials on a unit basis, measurement will be made by the unit stipulated in the Schedule of Pay Items. However, removal of regulated asbestos, if found, will be measured by the square foot. Underground storage tank removal will be measured per each within the size groupings of under 3,000 gal., from 3,000 through 6,000 gal., over 6,000 through 530 10,000 gal., or over 10,000 gal. Testing for regulated materials will be measured per each for the type and number of tests required. The length of pipe removed will be measured by the linear foot, computed by multiplying the number of commercial lengths removed by the nominal laying length, or by measuring in place prior to removal, if practicable. Removal of present structure or portions thereof will not be measured for payment. 540 For steel that the Contractor elects to take to a recycling facility, handling, hauling, and all other activities involved with removing and properly disposing of existing steel at a recycling facility will not be measured for payment. For steel that will become the property of the Contractor, required cleaning of existing steel, removal of mill scale, testing, disposal of the waste stream, containment, and all other items involved with removing and properly disposing of the existing coating will not be measured for payment. Pavement removal will be measured by the square yard of the area removed. 550

202.14 Basis of Payment

The accepted quantities of removal of st ructures and obstruction within the construction limits will be paid for at a contract lump sum price. All structures or obstructions the Contractor is directed to remove outside the construction limits, including clearing for utility relocation which is for the benefit of the Department, and not simply for the Contractor’s convenien ce, will be paid for in accordance with

104.03 or 109.03 unless such clearing is shown on the plans or in the Contract Information book. Such price shall be full compensation for removing and disposing of obstructions in accordance with requireme nts herein. Regulated materials shall be 560

subject to 104.06. If no contract price is listed in the Schedule of Pay Items for a pay item set out in this specification, no direct payment will be made for work necessary to comply with the requirements for such pay item, except as set out herein. The cost thereof shall be included in the cost of other pay items. If unknown regulated materials are discovered during the life of the contract, payment for all work relating to removal, testing, transportation, or disposal of such materials will be in accordance with 104.03. Specific obstructions, including pipe stipulated for removal and disposal, which are shown as pay items, will be paid for at the contract unit price per the unit specified 202.14 147 in the Schedule of Pay Items. 570 Removal of houses and buildings will be paid for at the contract lump sum price for houses and buildings, of the parcel number shown in the Schedule of Pay Items, remove. Testing for regulated materials will be paid for at the contract unit price per each for the type and number of tests required. Testing shall include collecting of samples and all necessary laboratory procedures. Payment for removal of contaminated soils will be based on the actual cubic yards 580 removed, or by the number of 55 gal. drums filled with the contaminated soil. B borrow required for backfilling basements or depressions left by demolition will not be paid for separately but will be included in the cost of the removal item. B borrow required for backfilling of removed contaminated soils or tank will be paid for in accordance with 211.10. Underground storage tank removal will be paid for at the contract unit price per each tank within the size groupings of under 3,000 gal., from 3,000 through 6,000 gal., over 6,000 through 10,000 gal., or over 10,000 gal. Underground storage tank liquid 590 waste disposal will be paid for based on the type of waste and the actual number of gal. of liquid and sludge removed. Transportation, disposal, and removal of regulated materials will be paid for based on the type of regulated material and the pay unit shown in the Schedule of Pay Items. If such pay unit is specified as drum, the term drum will mean the contents of a 55 gal. drum. Clearing right-of-way within the construction limits will be paid for in accordance with 201.07 and shall include the cost of all work described herein except for that 600 which is set out specifically as pay items, or work which is described in 104.06, 202.08, 202.09, 202.10, or 202.11. All clearing the Contractor is directed to perform outside the construction limits, including clearing for utility relocation which is for the benefit of the Department, and not simply for the Contractor’s convenience, will be paid for in accordance with 104.03 or 109.03 unless such clearing is shown on the plans, in the Contract Information book, or is for the construction of fence or right-of- way markers. Removal of present structure will be paid for at the contract lump sum price for present structure, for the structure numbe r specified, remove. Removal of present 610 structure portions will be paid for at the contract lump sum price for present structure, for the structure number specified, remove portions. When directed, portions of the present structure contiguous to the areas shown on the plans or non-contiguous portions of the same character as the planned removal 202.14 148 shall be removed. Such additional portland cement concrete acceptably removed will be paid for as measured in its original position, at twice the contract unit price per cubic yard for class A concrete in superstruc tures, class A concrete in substructures, class C concrete in superstructures, or $652.00 per cubic yard, whichever is lowest. 620 Pavement removal will be paid for at the contract unit price per square yard. If there is no pay item for pavement removal and such is encountered, payment will be made for each square yard removed. Such pavement removal shall apply only to portland cement concrete pavement or base. A unit price for this work will be established based on thickness, quantity, and removal process. Such unit price will be generated prior to the work being performed. If portland cement concrete pavement has an asphalt overlay, its removal will be considered as incidental, for which no direct payment will be made. 630 Before the Contractor can be paid for any item related to an UST removal in accordance with 202, a detailed explanation of how costs were calculated for those items shown in the Schedule of Pay Items that are related to the UST removal shall be submitted to the Engineer. Such documentation shall include, but is not limited to, a portion of the mobilization and demobilization, a portion of the field office, a portion of the B borrow for backfill of the UST excavation, a portion of the surface removal over the UST, including sawing, and soil borings and laboratory analysis under the testing for waste item. The explanation shall show the type of pavement removed. Contaminated soil removal shall be broken down into equipment cost, labor, and 640 mobilization of equipment used. Transportation of the regulated materials shall be broken down into loading, hauling, and mileage costs. Payment will be made under: Pay Item Pay Unit Symbol Contaminated Soil, Remove ...................................................... CYS Houses and Buildings, Parcel No. _____, Remove ................... LS Pavement Removal .................................................................... SYS 650 Present Structure, Str. No . _____, Remove Portion .................. LS Present Structure, Str. No. _____, Remove ............................... LS ____________, Remove ............................................................ EACH specific work LFT S Y S Regulated Asbestos Contai ning Materials, Remove .................. SFT Regulated Materials, Dispose, _____ ........................................ GAL. type CYS TON DRUM 660 EACH 202.14 149 Regulated Materials, Remove, _____ ........................................ GAL. type CYS TON DRUM EACH Regulated Materials, Transport, _____ ..................................... GAL. type CYS TON DRUM 670 EACH Structures and Obstructions, Remove........................................ LS Testing for Asbestos .................................................................. EACH Testing for Wastes, _____ ......................................................... EACH type Underground Storage Tank, Liquid Waste Disposal, _____ ..... GAL. type Underground Storage Tank, Remove and Dispose, Under 3,000 Gallons Capacity ............................................ EACH Underground Storage Tank, Remove and Dispose, 680 3,000 through 6,000 Gallons Capacity ............................... EACH Underground Storage Tank, Remove and Dispose, 6,000 through 10,000 Gallons Capacity ............................. EACH Underground Storage Tank, Remove and Dispose, Over 10,000 Gallons Capacity ............................................ EACH The cost of removal and disposal of buildings, foundations, debris and unsuitable material, guide posts, delineator posts, temporary road material, existing asphalt patches, the filling of abandoned wells; terminating utilities; sealing floor drains where necessary; breaking basement floors; furnis hing and erecting all barricades, fences, 690 and other safety measures necessary for ade quate protection of the sites; and backfill of basements or depressions left by demolition shall be included in the cost of the pay items of this section. All fence posts a nd concrete footings shall be completely removed and the resulting holes backfilled accordingly. If no contract price is listed in the Schedule of Pay Items for work set out herein, no direct payment will be made for compliance with the requirements for such work, except as set out herein. The cost thereof shall be included in the cost of other pay items. If the houses and buildings listed for removal from a designated parcel are not in existence at the time of the letting, no payment will be made for removal work on such parcel. The cost of removing the tanks and all pipe from the ground, removal and disposal of all miscellaneous parts associated with the tank such as concrete pads or holding devices, filing of all required notifications, preparation and implementation of a site 202.14 150 operation plan, excavation of all materials necessary in order to remove the tank, compliance with closure requ irements, all necessary pedestrian safety fencing, cleaning and draining of tanks and pipes, dismantling or transport, and all required 710 record keeping or reports shall be included in the cost of underground storage tanks, remove and dispose. However, disposal of waste contents and removal of contaminated soil will be paid for separately. No payment will be made for work not performed in accordance with the specifications or not required by the contract. The cost of all on-site or off-site storage of the materials shall be included in the cost of transportation. All disposal fees and recycling or treat ment costs required for regulated materials found within the project limits shall be included in the cost of regulated materials, 720 dispose. If regulated material s are treated on site and not disposed of at an approved location, payment will be in accordance with 104.03. The cost of removal of all regulated asbestos-containing materials and all safety procedures shall be included in the cost of regulated asbestos containing materials, remove. The cost of packaging regulated materials, excavation, restoring ground lines, and maintaining and filing required documents and reports shall be included in the cost of the pay items. 730 The cost of removal of regulated asbestos-containing materials shall include only the removal of material identified in the contract or by the Engineer as regulated asbestos-containing material. Regulated asbestos-containing materials include the following:

a.friable asbestos-containing material;
b.Category I non-friable asbestos-containing material that has become friable or will be subjected to sanding, grinding, cutting, abrading, 740 or burning;
c.transite-like material; and
d.other Category II non-friable asbestos-containing material that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of normal demolition operations. Unless directed by the contract or the Engineer, the cost of asbestos removal shall 750 not include the removal of Category I or II non-friable asbestos-containing material that is not friable or does not have a high probability of becoming friable but which becomes friable because the Contractor uses demolition methods that cause such 202.14 151 materials to become regulated. Such cost shall be included in the cost of other pay items. The cost of all labor, equipment, materials, and documentation required for complying with the applicable laws, regulations and procedures, including but not limited to, licenses, permits, other legal fees, or disposal charges shall be included in the cost of the pay items. No payment will be made for work not performed in 760 accordance with the specifications or is not required by the contract. The cost of removal of specific work shall include the removal and disposal of such obstructions, the necessary excavation required, salvage of materials removed, their custody, preservation, storage on the right-of-way, and disposal as provided herein. All damage to existing facilities caused by the Contractor’s operations or equipment shall be satisfactorily replaced or repaired with no additional payment. If it is necessary to package the contamin ated soil in a container, the cost of the container and all cost related to packaging shall be included in the cost of removal. 770 The cost of all excavation pertaining to contaminated soil, removal of all soil within the limits established by the Engineer, restoring ground lines, maintaining required records and filing of reports shall be included in the cost of contaminated soil, remove. No payment will be made for work beyond the limits established by the Engineer, work not performed in accordance with the specifications, or work not required by the contract unless in accordance with 104.03. The cost of all handling of the product, removal of the product from the tank, disposal, all required packaging, and transportation shall be included in the cost of underground storage tank, liquid waste disposal. 780 All necessary cleanup of spills caused by the Contractor will not be paid for. For steel that the Contractor elects to take to a recycling facility, the cost of handling, hauling, and all other costs invol ved with removing and properly disposing of existing steel at a recycling facility shall be included in the cost of present structure remove, or present structure remove, porti ons pay item. The Depa rtment will withhold a payment equal to 50% of the present structure remove, or present structure remove, portions pay item until the Contractor presen ts a receipt from the recycling facility indicating that the recycling facility is now in possession of the steel. 790 For steel that will become the property of the Contractor, the cost of cleaning existing steel, removal of mill scale, testing, disposal of the waste stream, containment, and all other costs involved with removing and properly disposing of the existing coating shall be included in the cost of pr esent structure remove, or present structure remove, portions pay item. The Departme nt will withhold paym ent of 50% of the present structure remove, or present structure remove, portions pay item until the Contractor presents a receipt from the facility where the waste stream disposal occurred. 202.14
Source: Indiana Standard Specifications, 2024 Edition. Pages 151166 of 1,248.