202REMOVAL OF STRUCTURES AND OBSTRUCTIONS

202.01Description

This work shall consist of the removal, wholly or in part, and satisfactory disposal of all buildings, fences, structures, old pavement, abandoned pipe lines, abandoned tanks, and any other obstructions which ar e not designated or allowed to remain, except for the obstructions to be removed and disposed of under other items in the contract. It shall include the salvaging of designated materials and backfilling the resulting trenches, basements, holes, and pits.

CONSTRUCTION REQUIREMENTS

202.02General Requirements

All buildings and foundations in accordance with 202.06, structures, fences, tanks, and other obstructions, any porti ons of which are on the right-of-way shall be razed, removed, and disposed of, except utilities and those features for which other provisions have been made for removal. Salvageable material designated by the Department shall be removed without unnecessary damage in sections or pieces which may be 202.01

transported readily and shall be stored at specified places within the project limits or as otherwise designated. 20

Materials not designated by the Department as salvageable and removed from the construction site shall become the property of the Contractor and shall be disposed of in accordance with 203.08. Regulated materials shall be disposed of in accordance with 104.06. Bridge painting debris shall be disposed of in accordance with 619.

Unsuitable material shall be removed from cisterns, septic tanks, other tanks, basements, and cavities. The disposal of this material shall be in accordance with all applicable and current local, State and Federal regulations. Cisterns, septic tanks, other tanks, basements, and cavities shall be backfilled in an approved manner. Those which 30 cannot be backfilled satisfactorily shall be removed. If the backfill is within the limits of construction, it shall be completed in accordance with 203.23, unless otherwise directed. All abandoned wells shall be backfilled in accordance with the Indiana Code. A copy of the driller’s license shall be furnished prior to commencement of work.

In accordance with 326 IAC 14-10, the Contractor shall complete and submit a demolition/renovation notification to ID EM when demolition or renovation of buildings, houses, canopies, and bridges are part of the contract. This notification shall be submitted regardless of whether asbestos containing material is present. Fees for this demolition/renovation notification shall be paid to IDEM by the Contractor. 40

Copies of the demolition/renovation notification form can be obtained from the IDEM’s website. Questions concerning the completion of the demolition/renovation notification should be addressed to IDEM’s Office of Air Quality.

Initial notification to IDEM shall be by ce rtified mail, return receipt requested, or by hand delivery. Verification of this notif ication shall be provided to the Engineer. The Contractor shall provide such notification 10 work days prior to the date on which demolition or renovation operations are anticipated to begin. If the Contractor postpones the beginning date of demolition or renovation operations, IDEM shall be 50 provided written notice of the new start date, postmarked at least five work days or delivered at least two work days before these operations begin. Verification of this notification shall also be provided to the Engineer.

Unless otherwise specified, materials removed from the construction site shall become the property of the Contractor and proper allowance for their value shall be taken into account in the bid price of the item involved. Where a house or building has been removed previously and the existing utilities and drains or sewer connections have not been terminated and sealed, this work shall be performed in accordance with

104.03, or as otherwise provided for in the contract. 60

Unless inspection has previously been conducted by the Department, and the findings are shown in the Proposal book, al l facilities to be demolished shall be inspected for the presence of regulated materials as defined in 104.06. Facilities are 202.02

defined as all institutional, commercial, residential or industrial structures, installations, buildings, and all bridges. Inspection and testing for asbestos shall be in accordance with 202.07. If inspected by th e Department, a copy of the findings will be included in the Contract Information book.

At the direction of the Engineer and in accordance with 104.06(b), appropriate 70 tests shall be made by the Contractor of all potentially regulated materials found. The Contractor shall comply with all applicable environmental regulations.

All identified regulated materials sha ll be reported and removed in accordance with the procedures specified in 104.06 prior to commencing the demolition of the facility. Asbestos removal shall be in accordance with the OSHA Asbestos Standard for Construction Industry, the EPA As bestos Facts: Demolition and Renovation Regulations, and 202.07.

Except for tank content waste, in accordance with 202.08, the Engineer will 80 classify regulated materials as one of the following Department categories for the purpose of disposal requirements and payment.

All waste material that may be disposed of in a RCRA approved landfill.

All waste material that is prohibited from being disposed of in a RCRA approved landfill.

202.03Removal of Bridges, Culverts, and Other Drainage Structures

Bridges, culverts, and other drainage structures in use by traffic shall not be removed in whole or in part until satisfactory arrangements have been made to accommodate traffic. Any excavation adjacent to the structure or to its approaches shall be shored adequately to avoid damage to them or to traffic.

When a reinforced concrete arch bridge is to be removed, either in whole or in part, the work shall include the removal of miscellaneous items within the limits of the structure. The items shall be removed prior to or in conjunction with the removal of the structure. These miscellaneous items shall include but shall not be limited to 100 concrete and asphalt pavements, concrete and asphalt sidewalks, and fill within the arches regardless of content.

For all painted or coated structural st eel including beams, gi rders, diaphragms, cross frames, plates, and all other structural steel items that become the property of the Contractor through either a complete bridge removal in accordance with 202.03(a) or the removal of portions of a bridge in accordance with 202.03(b), the Contractor shall either:

202.03

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

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 construction, shall be completed prior to placing the new work.

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

needed to comply with laws, regulations, or other contract requirements. A plan shall be submitted for approval showing the 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 completelyse 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, except directly over structural members that are to remain in place. Partial concrete removal of columns, piers, and abutments may be accomplished with pneumatic hammers larger than 90 lb, provided 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.

All concrete from complete or partial removals, which is determined to be

acceptable for riprap, shall be used on the project as directed. Concrete which has paint

or other coatings adhering to it or exposed reinforcing 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.

202.04Removal of Pipe and Tile Drains

When indicated in the contract documents or as directed, all pipe and tile drains

shall be removed and reasonable precaution taken to avoid breaking or damaging200

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 necessary 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

202.05Removal 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:

and incorporated into the work as directed; or

230

RCBA, reinforced concrete moment slabs, 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 any 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 the240

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.

202.06Removal 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 shall be removed and disposed of. Prior to

starting demolition operations, or when directed, all existing utilities shall be260

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 thereof to be included in the lump 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. Compensation 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.

280

202.07Inspection and Removal of Asbestos

The Contractor shall comply with all applicable environmental regulations

including but not limited to those as follows:

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 Contractor290

shall contact the IDEM Office of Air Quality to determine what local

agencies have regulations.

202.06

141

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.

Pollutants.300

Regulations, in accordance with 326 IAC 14-10-1(b).

202.08Removal 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 accordance with the requirements as follows:

Owners and Operations of Underground Storage Tanks, UST, Code

of Federal Regulations, Title 40, Part 280 (40 CFR 280), Subparts F

and G;

“Removal and Disposal of Used Underground Petroleum Storage320

Tanks”;

Petroleum Storage Tanks”;

by the IDEM Underground Storage Tank Branch;

330

Article 79, 675 IAC 22;

underground storage tank removal contractors; and

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:

350

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 department 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 Fire360

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;

contaminated soils;

370

be removed;

confirm tank contents by sampling and testing;

obtain approval from the Engineer before beginning removal380

operations;

202.08

143

lines, of contents;

provided by the Engineer in 104.06;

or landfill;

directed in accordance with 104.06;

400

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;

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 to410

IDEM;

content waste materials from the site; and

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 wastes420

for purposes of disposal requirements and payment.

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.

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

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.

202.09Remediation 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.

440

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:

provide verification to the Engineer;450

determine extent of the contamination;

Department and the proper authorities;

appropriate sampling or testing;

accordance with 211;

requested for proper cleanup documentation.

470

202.10Remediation of Other Regulated Materials

This work shall consist of the remediation 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

145

202.11Transportation and Disposal of Regulated Materials

This work shall consist of determining locations for disposal, treatment, or480

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:

regulated materials removed from the project site; obtain written490

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;

with the applicable Federal, State, and local requirements;

State requirements, for signature of the Engineer or designated

Contractor representative;500

vehicle;

Engineer.510

202.12Blank

202.13Method 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 will be made for the removal of specific

obstructions on a unit basis, measurement will be made by the unit specified in the520

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 through530

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

202.14Basis of Payment

The accepted quantities of removal of structures 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 convenience, will be paid for in accordance with

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 requirements herein. Regulated materials shall be560

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 yards580

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 liquid590

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 that600

which is set out specifically as pay items, or work which is described in 104.06,

, 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 number specified, remove. Removal of present610

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 superstructures, 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, and640

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 .................................................................... SYS650

Present Structure, Str. No. _____, Remove Portion .................. LS

Present Structure, Str. No. _____, Remove ............................... LS

____________, Remove ............................................................ EACH

specific work LFT

SYS

Regulated Asbestos Containing Materials, Remove.................. SFT

Regulated Materials, Dispose, _____ ........................................ GAL.

type CYS

TON

DRUM660

EACH

202.14

149

Regulated Materials, Remove, _____........................................ GAL.

type CYS

TON

DRUM

EACH

Regulated Materials, Transport, _____ ..................................... GAL.

type CYS

TON

DRUM670

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; furnishing and erecting all barricades, fences,690

and other safety measures necessary for adequate 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 and 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.

700

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 requirements, all necessary pedestrian safety fencing,

cleaning and draining of tanks and pipes, dismantling or transport, and all required710

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 treatment costs required for regulated materials

found within the project limits shall be included in the cost of regulated materials,720

dispose. If regulated materials 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:

friable or will be subjected to sanding, grinding, cutting, abrading,740

or burning;

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 shall750

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

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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 in760

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 contaminated 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 involved 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, portions pay item. The Department will withhold

a payment equal to 50% of the present structure remove, or present structure remove,

portions pay item until the Contractor presents 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 present structure remove, or present structure

remove, portions pay item. The Department will withhold payment 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.

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