AMENDMENT_0003_WITH_4_ENCLOSURES_-_CRESTWOOD_SOLICITATION_NO_W912P619B0017_8SEP2019_rgb.pdf

PDF 3 MB Posted Sep 8, 2019

Attached to: VILLAGE OF CRESTWOOD, IL WATER MAIN IMPROVEMENTS - SECTION 219 (USACE ACQUISITION)
Solicitation number: W912P619B0017
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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This file contains AMENDMENT NO. 0003, which contains a Revised Bid Schedule, revisions to drawing sheets & specification sections. It also includes the most currently issued Wage Determination (wage rates)

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File	Type	Posted
AMENDMENT_0005_CRESTWOOD_WATER_MAIN_IMPROVEMENTS_W912P619B0017_RGB.pdf	PDF	Sep 11, 2019
W912P619B0017_Amend_0004.pdf	PDF	Sep 10, 2019
AMENDMENT_NO._0002_W912P619B0017_CRESTWOOD_SECTION_219_INCLUDES_PERMIT.pdf	PDF	Aug 29, 2019
AMENDMENT_NO._0001_W912P619B0017_VILLAGE_OF_CRESTWOOD_IL_SEC_219_PROJECT.pdf	PDF	Aug 24, 2019
W912P619B0017_463524_Village_Crestwood_W_Playfield_Water_Main_Improvement_RTA_SPECS_(6-Aug-19).pdf	PDF	Aug 7, 2019
W912P619B0017_463524_Village_Crestwood_W_Playfield_Water_Main_Improvement_RTA_PLANS_(6-Aug-19).pdf	PDF	Aug 7, 2019

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W81G6690354395

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RE: INVITATION FOR BIDS NO. W912P619B0017, "CRESTWOOD WATER MAIN IMPROVEMENTS, CRESTWOOD, IL"

- THE PARTICULARS OF THIS AMENDMENT ARE CONTAINED ON THE FOLLOWING PAGES -

1. CONTRACT ID CODE PAGE OF PAGES

1 41

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 08-Sep-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P619B0017

X 9B. DATED (SEE ITEM 11)

07-Aug-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

08-Sep-2019

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P619B0017

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT PARTICULARS

A. BID OPENING: The Bid Opening Date and Time remains unchanged by this Amendment; accordingly, Bidders shall submit their bid packages prior to 4:00 p.m. (Central time) on September 12, 2019.

B. POINT OF CONTACT: ANNETTE LAKES AT 312-846-5368 OR annette.h.lakes@usace.army.mil

C. REVISED BID SCHEDULE: By this Amendment, the government hereby issues a Revised Bid Schedule.

Therefore, bidders shall replace the previously issued Bid Schedule with the Revised Bid Schedule provided hereunder. The following Line Items were revised, resultant of the enclosed Revised Bid Schedule.

SUBCLIN 0001AS

The pricing detail quantity has increased by 840.00 from 1,990.00 to 2,830.00.

SUBCLIN 0001AV

The pricing detail quantity has increased by 210.00 from 130.00 to 340.00.

SUBCLIN 0001AX

The pricing detail quantity has increased by 105.00 from 83.00 to 188.00.

SUBCLIN 0002AG

The pricing detail quantity has decreased by 133.00 from 927.00 to 794.00.

SUBCLIN 0002AN

The pricing detail quantity has decreased by 210.00 from 2,000.00 to 1,790.00.

SUBCLIN 0002AQ

The pricing detail quantity has increased by 70.00 from 100.00 to 170.00.

SUBCLIN 0002AS

The pricing detail quantity has increased by 35.00 from 215.00 to 250.00.

SUBCLIN 0002BB

The pricing detail quantity has increased by 8.00 from 22.00 to 30.00.

SUBCLIN 0002BC

The pricing detail quantity has decreased by 112.00 from 150.00 to 38.00.

D. REVISED DRAWING SHEETS: The following Drawing Sheets have been revised; THEREFORE, Bidders shall remove and replace the previously furnished sheets with the respective sheets provided hereunder.

Sheets C-101, C-103, C-111, C-112 and C-113 have been revised per IEPA permit approval review.

E. AMENDED SPECIFICATION SECTIONS: The following Specification Sections and respective paragraphs and subparagraphs have been revised. The revised paragraphs are enclosed hereunder and replace the previously furnished paragraphs.

(1) SECTION 01 22 00.00 10 PRICE AND PAYMENT PROCEDURES paragraphs have been revised for clarity:

1.2.1.2 Measurement (Page 7 of Section)

1.2.2.2 Measurement (Page 8 of Section)

1.2.7.1 Payment (Page 10 of Section)

1.2.18 Tree Protection (Base Bid Item 0001AZ, Option 1 Bid Item 0002AU, and Option 2 Bid Item 0003AR) (Page 15 of Section)

1.2.25.1 Payment (Page 18 of Section)

1.2.27.1 Payment (Page 19 of Section)

1.2.28.1 Payment (Page 19 of Section)

(2) SECTION 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS has been revised to address Contractor’s inquiry on Site Safety and Health Officer (SSHO) Requirements and Duties:

Additional Site Safety and Health Officer (SSHO) Requirements and Duties (Page 11 of Section)

(3) SECTION 31 25 00 EROSION AND SEDIMENTATION CONTROLS paragraphs have been revised for clarity: 3.1 PREPARATION (Page 3 of Section)

(4) SECTION 32 16 00 CURBS, GUTTERS, SIDEWALKS, AND DRIVEWAYS paragraphs have been revised for clarity: CONCRETE DRIVEWAY INSTALLATION (Page 7 of Section)

(5) SECTION 33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING paragraphs have been revised for clarity: 3.1.1 Drill Set-Up (Page 4 of Section)

(6) SECTION 33 14 00 WATER UTILITY TRANSMISSION AND DISTRIBUTION paragraphs have been revised for clarity:

2.1.1 Ductile Iron Pipe (Page 6 of Section)

2.5 SERVICE CONNECTIONS (Page 8 of Section)

2.7 SEWER REMOVAL AND REPLACEMENT (R&R) WITH WMQ PIPE (Page 9 of Section)

F. DEPARTMENT OF LABOR WAGE RATES: The most current wage determination is added by this Amendment; therefore, the previously added determination is hereby replaced with General Decision Number: IL20190009 08/30/2019, which is incorporated hereunder.

G. USACE RESPONSES TO CONTRACTOR’S INQUIRIES: By this Amendment, the Chicago District, USACE responds to Contractor’s inquiries (SEE THE FOLLOWING).

QUESTION 1. Are the SSHO, Quality Control Manager and Superintendent all required to be separate individuals on site during construction?

USACE Response QUESTION 1: Specification 01 35 26 Paragraph 1.6.1.1.1 has been revised accordingly.

See above referenced section and attached revision.

QUESTION 2. Is there a specific type of fire hydrant that the village requires? The specs only call out for one meeting AWWA C502 standard.

USACE Response QUESTION 2: Additional specifications immediately follow under paragraph 2.4 in

SECTION 33 14 00 WATER UTILITY TRANSMISSION AND DISTRIBUTION.

END OF AMENDMENT NO 0003

(THE AFOREMENTIONED REVISED BID SCHEDULE, REVISED DRAWING SHEETS

REVISED SPECIFICATION SECTIONS AND MOST CURRENT WAGE RATES

FOLLOW)

Section 00 10 00 - Solicitation

CONTRACT FORM – REVISED BID SCHEDULE – AMENDMENT NUMBER 0003

THE BELOW REVISED BID SCHEDULE SHALL BE USED BY BIDDERS TO SUBMIT

THEIR BID PRICES (TO INCLUDE ENTERING UNIT PRICES, EXTENDED PRICES

AND OVERALL BID PRICE)

DISTINCTION OF LINE ITEMS

The below Bid Schedule contains a combination of Firm Fixed Price (FFP) and cost reimbursable line items. Although “FFP” is shown in the description of the cost reimbursable line items, it is not to be construed as a Firm Fixed Price line item. In this case, the FFP represents the Contract Type, which is firm fixed price. Therefore, the contractor will be reimbursed as stated within the extended description of the cost reimbursable line items.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

BASE WORK - LOCATION: WEST PLAYFIELD

FFP

WEST PLAYFIELD WATER MAIN REPLACEMENT (Refer to Plan SHEET C- 101 through SHEET C-108)

This is a Parent Line Item linking Sub-items 0001AA through 0001BM under this Bid Schedule. This Line Item is integral and sets forth the primary work related directly to the respective Sub-items; therefore, the sub-items shall be separately priced at their individual Sub-item Number , which if awarded, will be executed at the quantities, prices and or amounts established therein to satisfy the contract requirements.

Furthermore, this Parent line item shall not be scheduled separately for delivery or priced for payment purposes. Accordingly, delivery, shipment and pricing, all apply to the quantities delineated at the sub-item level.

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AA 1 Job

TRAFFIC CONTROL & PROTECTION

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AB 1 Job

CONTRACTOR VIDEO DATA OF EXISTING

FFP

CONDITIONS

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AC 1 Job

MOBILIZATION (BASE WORK)

FFP

Under this line item, the contractor is required to perform mobilization activities.

The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site.

Payment Provisions: The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer may require the contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AD 1 Job

DEMOBILIZATION (BASE WORK)

FFP

Under this line item, the contractor is required to perform demobilization activities.

The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force from the project site.

Payment Provisions: The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer may require the contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AE 1 Job

CONSTRUCTION STAKING AND LAYOUT

FFP

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AF 1 Lot

PERFORMANCE & PAYMENT BOND (BASE WORK)

FFP

THIS IS A COST REIMBURSABLE LINE ITEM FOR BOND COVERAGE

FOR LINE

ITEMS 0001AA THROUGH 0001BK.

The Government will reimburse the Contractor for the actual cost of acceptable bonds upon receiving evidence of payment (i.e. paid invoice) from the bonding company or agency, not to exceed the total amount of this contract line item. The Government will not pay more than the amount bid for this item. If the actual bond costs are less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions associated with contract price changes.

0001AG 1,885 Foot

D.I. WATERMAIN, OPEN-CUT, 6"

FFP

W/POLYWRAP & TRACER WIRE W/ TRENCH BACKFILL

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AH 1,207 Foot

D.I. WATERMAIN, OPEN-CUT, 8-INCH

FFP

W/POLYWRAP & TRACER WIRE W/ TRENCH BACKFILL

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AJ 6 Each

FIRE HYDRANT ASSEMBLY WITH AUX.

FFP

VALVE & BOX, 6"

0001AK 8 Each

GATE VALUE WITH VALVE BOX, 6 INCH

FFP

0001AL 2 Each

GATE VALUE WITH VALVE BOX, 8 INCH

0001AM 83 Each

CONNECT EXISTING WATER SERVICE, 3/4"

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AN 354 Linear

Foot

WATER SERVICE PIPE, OPEN-CUT, 3/4"

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AP 640 Foot

WATER SERVICE PIPE, INSTALLED

FFP

VIA HDD, 3/4 INCH

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AQ 27 Each

COMPLETE REMOVAL &

FFP

REPLACEMENT OF CURB STOP AND CURB BOX

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AR 7 Each

PRIVATE LIGHT POST REMOVAL

FFP

& REINSTALLATION

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AS 2,830 Square

Foot

CONCRETE SIDEWALK REMOVAL & REPLACEMENT

FFP

0001AT 113 Square

Yard

CONCRETE DRIVEWAY REMOVAL & REPLACEMENT

0001AU 210 Square

HMA DRIVEWAY REMOVAL AND REPLACEMENT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AV 340 Foot

COMBINATON CURB AND GUTTER

FFP

REMOVAL & REPLACEMENT

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AW 32 Square

Foot

DETECTABLE WARNING

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AX 188 Square

Yard

HMA PAVEMENT REMOVAL & REPLACEMENT

FFP

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AY 10 Unit

TREE REMOVAL (6 TO 15 UNITS DIAMETER)

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001AZ 13 Each

TREE PROTECTION

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001BA 14 Each

INLET FILTER BASKET

FFP

0001BB 1 Each

NON-PRESSURE CONNECTION TO EXISTING

FFP

WATER MAIN, 8"X8"

0001BC 2 Each

PRESSURE CONNECTION

FFP

TO EXISTING WATER MAIN, 6"X6"

0001BD 13 Each

VALVE BOX REMOVAL

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001BE 7 Each

FIRE HYDRANT REMOVAL

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001BF 3 Each

CAP ABANDON EXISTING WATER MAIN

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001BG 882 Foot

SANITARY SEWER LATERAL

FFP

PIPE REPLACEMENT TO PVC WAER MAIN QUALITY, 6"

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001BH .57 Acre

PARKWAY RESTORATION - 4" TOP SOIL,

FFP

SEED & BLANKET

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001BJ 42 Foot

STORM SEWER PIPE REPLACEMENT TO PVC

FFP

WATER MAIN QUALITY, 8"

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001BK 42 Foot

WATER MAIN QUALITY CASING PIPE, 12"

FFP

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

OPTION OPTION 1 ITEMS -LOCATION: WEST PLAYFIELD

FFP

OPTION 1 BID ITEMS:

WEST PLAYFIELD WATER MAIN REPLACEMENT (Refer to Plan SHEET C- 111 through SHEET C-113)

This is a Parent Line Item linking Sub-items 0002AA through 0002BD under this Bid Schedule. This Line Item is integral and sets forth the primary work related directly to the respective Sub-items; therefore, the sub-items shall be separately priced at their individual Sub-item Number, which if awarded, will be executed at the quantities, prices and or amounts established therein to satisfy the contract requirements.

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AA 1 Job

OPTION TRAFFIC CONTROL & PROTECTION

FFP

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AB 1 Job

OPTION CONTRACTOR VIDEO DATA OF EXISTING

FFP

CONDITIONS

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AC 1 Job

OPTION MOBILIZATION (OPTION 1 ITEMS)

FFP

Under this line item, the contractor is required to perform mobilization activities.

The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AD 1 Job

OPTION DEMOBILIZATION (OPTION 1 ITEMS)

FFP

Under this line item, the contractor is required to perform demobilization activities.

The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force from the project site.

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AE 1 Job

OPTION CONSTRUCTION STAKING AND LAYOUT

FFP

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AF 1 Lot

OPTION PERFORMANCE & PAYMENT BOND (OPTION 1)

FFP

THIS IS A COST REIMBURSABLE LINE ITEM FOR BOND COVERAGE

FOR OPTION 1 ITEMS 0002AA THROUGH 0002AE AND 0002AG

THROUGH 0002BD.

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AG 794 Foot

OPTION D.I. WATERMAIN, OPEN-CUT, 6"

FFP

W/POLYWRAP & TRACER WIRE W/ TRENCH BACKFILL

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AH 4 Each

OPTION FIRE HYDRANT ASSEMBLY

FFP

WITH AUX. VALVE & BOX, 6"

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AJ 2 Each

OPTION GATE VALVE WITH VALVE BOX, 6-INCH

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AK 28 Each

OPTION CONNECT EXISTING WATER SERVICE, 3/4"

FFP

0002AL 265 Foot

OPTION WATER SERVICE PIPE, OPEN-CUT, 3/4 INCH

0002AM 15 Each

OPTION COMPLETE REMOVAL & REPLACEMENT OF

FFP

CURB STOP AND CURB BOX

0002AN 1,790 Square

Foot

OPTION CONCRETE SIDEWALK REMOVAL

AND REPLACEMENT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AP 6 Square

Yard

OPTION HMA DRIVEWAY REMOVAL

FFP

AND REPLACEMENT

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AQ 170 Foot

OPTION COMBINATION CURB & GUTTER

FFP

REMOVAL AND REPLACEMENT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AR 32 Square

Foot

OPTION DETECTABLE WARNING

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AS 250 Square

Yard

OPTION HMA PAVEMENT REMOVAL & REPLACEMENT

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AT 20 Unit

OPTION TREE REMOVAL (6 TO 15 UNITS DIAMETER)

FFP

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AU 2 Each

OPTION TREE PROTECTION

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AV 11 Each

OPTION INLET FILTER BASKET

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AW 1 Each

OPTION PRESSURE CONNECTION TO EXISTING

FFP

WATER MAIN, 6" X 6"

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AX 5 Each

OPTION VALVE BOX REMOVAL

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AY 4 Each

OPTION FIRE HYDRANT REMOVAL

FFP

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AZ 2 Each

OPTION CAP ABANDON EXISTING WATER MAIN

FFP

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002BA 294 Foot

OPTION SANITARY SEWER LATERAL PIPE REPLACEMENT

FFP

TO PVC WATER MAIN QUALITY, 6"

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002BB 30 Foot

OPTION STORM SEWER PIPE REPLACEMENT

FFP

TO PVC WATER MAIN QUALITY, 12"

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002BC 38 Foot

OPTION WATER MAIN QUALITY CASING PIPE, 12"

FFP

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002BD .17 Acre

OPTION PARKWAY RESTORATION - 4" TOP SOIL, SEED

FFP

& BLANKET

PURCHASE REQUEST NUMBER: W81G6690354395

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

OPTION OPTION 2 ITEMS- LOCATION: WEST PLAYFIELD

FFP

OPTION 2 BID ITEMS:

WEST PLAYFIELD WATER MAIN REPLACEMENT (Refer to Plan SHEET C- 109 through SHEET C-110)

This is a Parent Line Item linking Sub-items 0003AA through 0003AX under this Bid Schedule. This Line Item is integral and sets forth the primary work related directly to the respective Sub-items; therefore, the sub-items shall be separately priced at their individual Sub-item Number, which if awarded, will be executed at the quantities, prices and or amounts established therein to satisfy the contract requirements.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003AA 1 Job

OPTION TRAFFIC CONTROL & PROTECTION

FFP

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003AB 1 Job

OPTION CONTRACTOR VIDEO DATA OF

FFP

EXISTING CONDITIONS

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003AC 1 Job

OPTION MOBILIZATION (OPTION 2 ITEMS)

FFP

Under this line item, the contractor is required to perform mobilization activities.

The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003AD 1 Job

OPTION DEMOBILIZATION (OPTION 2 ITEMS)

FFP

Under this line item, the contractor is required to perform demobilization activities.

The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force from the project site.

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003AE 1 Job

OPTION CONSTRUCTION STAKING AND LAYOUT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003AF 1 Lot

OPTION PERFORMANCE & PAYMENT BOND (OPTION 2 )

FFP

THIS IS A COST REIMBURSABLE LINE ITEM FOR BOND COVERAGE

FOR OPTION 2 ITEMS 0003AA THROUGH 0003AE AND 0003AG

THROUGH 0003AX

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003AG 785 Foot

OPTION D.I. WATERMAIN, OPEN-CUT, 6"

FFP

W/POLYWRAP & TRACER WIRE W/ TRENCH BACKFILL

0003AH 3 Each

OPTION FIRE HYDRANT ASSEMBLY WITH AUX

VALVE & BOX 6"

0003AJ 21 Each

OPTION CONNECT EXISTING WATER SERVICE, 3/4"

0003AK 150 Foot

OPTION WATER SERVICE PIPE, OPEN-CUT, 3/4"

0003AL 7 Each

OPTION COMPLETE REMOVAL & REPLACEMENT

OF CURB STOP & CURB BOX

0003AM 1 Each

OPTION PRIVATE LIGHT POST REMOVAL

& REINSTALLATION

0003AN 25 Square

Foot

OPTION CONCRETE SIDEWALK REMOVAL

& REPLACEMENT

0003AP 12 Square

OPTION CONCRETE DRIVEWAY REMOVAL

0003AQ 90 Square

OPTION HMA DRIVEWAY REMOVAL

0003AR 5 Each

OPTION TREE PROTECTION

0003AS 2 Each

OPTION INLET FILTER BASKET

0003AT 4 Each

OPTION VALVE BOX REMOVAL

0003AU 3 Each

OPTION FIRE HYDRANT REMOVAL

0003AV 2 Each

OPTION CAP ABANDON EXISTING WATER MAIN

0003AW 231 Foot

OPTION SANITARY SEWER LATERAL PIPE

REPLACEMENT TO PVC WATER MAIN QUALITY, 6"

0003AX .14 Acre

OPTION PARKWAY RESTORATION - 4" TOP SOIL,

SEED & BLANKET

SUMMATION OF PRICES:

BASE WORK (ITEMS 0001AA THROUGH 0001BK): $_____________________

OPTION 1 BID ITEMS (ITEMS 0002AA THROUGH 0002BD): $____________________

OPTION 2 BID ITEMS (ITEMS 0003AA THROUGH 0003AX): $____________________

TOTAL OVERALL BID PRICE (ITEMS 0001AA THROUGH 0001BK; ITEMS 0002AA

THROUGH 0002BD, AND ITEMS AND 0003AA THROUGH 0003AX):

END OF REVISED BID SCHEDULE

(VIA AMENDMENT NO. 0003)

Village of Crestwood West Playfield Water Main Improvements W912P619B0017

1.1.6 Performance and Payment Bonds (Base Bid Item 0001AF, Option 1 Bid Item 0002AF, and Option 2 Bid Item 0003AF)

1.1.6.1 Payment

Payment will be made for the performance and payment bonds that are required as part of this contract. The Government will pay the actual cost of the bonds or the Contractor's bid price, whichever is less, after receiving evidence of payment (paid invoice) from the bonding company or agency.

1.1.6.2 Unit of Measure

Unit of Measure: LOT

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Contractor cannot exceed any bid schedule quantities without a contract modification. The Contractor may not be paid for exceeding contract quantities.

1.2.1 D.I. Watermain, Open-Cut, 6-Inch with Polywrap and Tracer Wire with Trench Backfill (Base Bid Item 0001AG, Option 1 Bid Item 0002AG, and Option 2 Bid Item 0003AG)

1.2.1.1 Payment

Contract unit price per foot and includes all labor, material, restrained joint water main and equipment necessary to furnish and construct the piping system complete in place, and all other work necessary for a complete installation.

1.2.1.2 Measurement

By the lineal foot, the length of pipe installed shall be measured along the centerline of the water main. The cost of furnishing and installing fittings and poly-wrapping shall be included in the unit price bid for the various mains. Tracer wire installation shall be considered incidental to the water main installation. Excavation and backfill to include trench protection, disposal of surplus material, dewatering if required and other incidentals including additional excavation shall be included in the unit price for pipe installation. Bedding, haunching, initial backfill, and trench backfill shall be incidental to water main installation. Initial backfill shall be furnished and installed to one foot above pipe. Trench backfill work shall consist of furnishing aggregate for backfilling all trenches made in the subgrade of the proposed improvement as shown in the engineering drawings and all trenches where the inner edge of the trench is within two feet of the proposed edge of pavement, curb, gutter, curb and gutter or sidewalk. Trench backfill will also be required under all existing roadway, sidewalk, and driveway surfaces. Refer to the drawings for specific trench backfill locations. The minimum compaction requirement for approved granular trench backfill material is 95 percent

SECTION 01 22 00.00 10 Page 7

AMD #0003 - 09/04/19

of maximum density as per AASHTO T-99 for the backfill material placed to the proposed grade. Only mechanical compaction shall be allowed to provide the required compaction. Materials for trench backfill shall be in accordance with the detail in the Engineering drawings. The testing services for compacted trench backfill material shall not be paid for separately but considered incidental to the cost. Flushing, chlorination and sampling shall be incidental to the water main installation.

1.2.1.3 Unit of Measure

Unit of Measure: Foot (FT)

1.2.2 D.I. Watermain, Open-Cut, 8-Inch with Polywrap and Tracer Wire with Trench Backfill (Base Bid Item 0001AH)

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

Unit of Measure: Foot (FT)

SECTION 01 22 00.00 10 Page 8

1.2.3 Fire Hydrant Assembly with Aux. Valve and Box, 6-Inch (Base Bid Item 0001AJ, Option 1 Bid Item 0002AH, and Option 2 Bid Item 0003AH)

1.2.3.1 Payment

Contract unit price per each and includes all labor, material and equipment required to furnish and install the proposed hydrant, complete as shown on the plans. Unit price shall include auxiliary piping, fittings, valve, and valve box.

1.2.3.2 Measurement

Each constructed as shown on the Plans and specified herein.

1.2.3.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.4 Gate Valve with Valve Box, 6-Inch (Base Bid Item 0001AK and Option 1 Bid Item 0002AJ)

1.2.4.1 Payment

Contract unit price per each and includes all labor, material and equipment required to furnish and install the Gate Valve with Valve Box complete, as shown on the plans.

1.2.4.2 Measurement

Each constructed as shown on the Plans and specified herein.

1.2.4.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.5 Gate Valve with Valve Box, 8-Inch (Base Bid Item 0001AL)

1.2.5.1 Payment

Contract unit price per each and includes all labor, material and equipment required to furnish and install the Gate Valve with Valve Box complete, as shown on the plans.

1.2.5.2 Measurement

Each constructed as shown on the Plans and specified herein.

1.2.5.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.6 Connect Existing Water Service 3/4-Inch (Base Bid Item 0001AM, Option 1 Bid Item 0002AK, and Option 2 Bid Item 0003AJ)

1.2.6.1 Payment

Payment will be made at the contract unit price for furnishing and the installation of each of the following:

SECTION 01 22 00.00 10 Page 9

a. Service transfers and connections and

b. Service line.

Service transfers and connections include furnishing and installation of corporation stop and connection of existing service line. Service lines include complete furnishing and installation of service line from corporation stop to connection to existing service. Connection of the new water service line to the new installed water main (Open Cut or HDD) shall be incidental and shall not be paid for separately. Work shall include all labor, material, and equipment required to make connections, and disconnections as required for a complete installation of water service to proposed water main. Contractor shall refer to detail in plans for water service connection. Existing curb stops and boxes within three feet from centerline of installed watermain or located between roadway right-of-way line and curb stop shall be removed and replaced. Cost to perform this work shall be considered incidental.

All remaining curb stops and boxes within the project area shall be tested for functionality in the presence of Owner or Engineer. Any curb stop and box found to be defective during testing shall be replaced and paid for as "Complete Removal and Replacement of Curb Stop and Curb Box". Surface restoration will be paid for separately. Contractor shall field verify all sizes. No additional payment shall be made for water services greater than 3/4 of an inch.

1.2.6.2 Measurement

Each water service transfer and connection constructed in the field and specified herein.

1.2.6.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.7 Water Service Pipe, Open Cut, 3/4-Inch(Base Bid Item 0001AN, Option 1 Bid Item 0002AL, and Option 2 Bid Item 0003AK)

1.2.7.1 Payment

Payment will be made at the contract unit price for furnishing and the installation of each of the following:

a. Service transfers and connections and

b. Service line.

Service transfers and connections include furnishing and installation of corporation stop and connection of existing service line. Service lines include complete furnishing and installation of service line from corporation stop to connection to existing service. Connection of the new water service line to the new installed water main (Open Cut or HDD) shall be incidental and shall not be paid for separately. Bedding, haunching, initial backfill, and final backfill for all services shall be incidental to water service installation. Refer to subparagraph 1.2.2.2 for trench backfill measurement requirements. Work shall include all labor, material, and equipment required to make connections, and disconnections as required for a complete installation of water service to proposed water main. Contractor shall refer to detail in plans for water service

SECTION 01 22 00.00 10 Page 10 connection. Existing curb stops and boxes within three feet from centerline of installed watermain or located between roadway right-of-way line and curb stop shall be removed and replaced. Cost to perform this work shall be considered incidental.

1.2.7.2 Measurement

By foot, the length of service pipe installed shall be measured along the centerline of the water service.

1.2.7.3 Unit of Measure

Unit of Measure: Foot (FT)

1.2.8 Water Service Pipe, Installed via HDD, 3/4-Inch (Base Bid Item

0001AP)

1.2.8.1 Payment

Payment will be made at the contract unit price for furnishing and the installation of each of the following:

a. Service transfers and connections and

b. Service line.

1.2.8.2 Measurement

By foot, the length of service pipe installed shall be measured along the

SECTION 01 22 00.00 10 Page 11 centerline of the water service.

1.2.8.3 Unit of Measure

Unit of Measure: Foot (FT)

1.2.9 Complete Removal and Replacement of Curb Stop and Curb Box (Base Bid Item 0001AQ, Option 1 Bid Item 0002AM, and Option 2 Bid Item 0003AL)

1.2.9.1 Payment

Contract unit price per each and includes all materials, excavation, equipment, labor and transportation necessary to install the curb stop and boxes, water service piping, couplings, and connections as required for a complete installation.

1.2.9.2 Measurement

This work shall be measured per EACH curb stop and box removed and replaced as determined during field testing operations during construction.

1.2.9.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.10 Private Light Post Removal and Reinstallation (Base Bid Item 0001AR and Option 2 Bid Item 0003AM)

1.2.10.1 Payment

Contract unit price per EACH as specified and includes all labor, material and equipment required to completely remove and reinstall existing private light post as shown on the plans.

1.2.10.2 Measurement

This work shall be measured per EACH private light post removed and reinstalled. The contract unit price shall include all labor, materials, excavation, backfilling, tools and all incidental work required to remove the existing private light post and wiring and properly reinstall after water main pipe is installed as shown on the drawings.

1.2.10.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.11 Concrete Sidewalk Removal and Replacement (Base Bid Item 0001AS, Option 1 Bid Item 0002AN, and Option 2 Bid Item 0003AN)

1.2.11.1 Payment

This work will be paid for at the contract unit price per SQUARE FOOT for Concrete Sidewalk Remove and Replace of the specified thickness. This Work shall include, but not be limited to, all material, excavation, equipment, labor, and transportation necessary to remove and dispose of existing materials in accordance with all local, state and federal laws at an appropriate dumping site. This work shall also include the compaction of the aggregate base and installation of the proposed driveway.

SECTION 01 22 00.00 10 Page 12

1.2.11.2 Measurement

This work will be measured per SQUARE FOOT along the centerline of the proposed pipe to the approved limits as shown on the plans.

1.2.11.3 Unit of Measure

Unit of Measure: Square Foot (SF)

1.2.12 Concrete Driveway Removal and Replacement (Base Bid Item 0001AT and Option 2 Bid Item 0003AP)

1.2.12.1 Payment

This work will be paid for at the contract unit price per SQUARE YARD for the specified driveway thickness. This work shall include, but not be limited to, all material, excavation, equipment, labor, and transportation necessary to saw cut, remove and dispose of existing materials in accordance with all local, state and federal laws at an appropriate dumping site. This work shall also include the compaction of the aggregate base and installation of the proposed driveway.

1.2.12.2 Measurement

This work will be measured per SQUARE YARD along the centerline of the proposed pipe to the approved limits as shown on the plans.

1.2.12.3 Unit of Measure

Unit of Measure: Square Yard (SY)

1.2.13 HMA Driveway Removal and Replacement (Base Bid Item 0001AU, Option 1 Bid Item 0002AP, and Option 2 Bid Item 0003AQ)

1.2.13.1 Payment

This work will be paid for at the contract unit price per SQUARE YARD for HMA Driveway Removal and Replacement of the specified asphalt thickness.

This Work shall include, but not be limited to, all material, excavation, equipment, labor, and transportation necessary to saw cut, remove and dispose of existing materials in accordance with all local, state and federal laws at an appropriate dumping site. Also included is to compact the aggregate base, install proposed binder and surface courses as required for a complete installation in accordance with the requirements of the Standard Specifications for Road and Bridge Work in Illinois, Current Edition.

1.2.13.2 Measurement

This work will be measured per SQUARE YARD along the centerline of the proposed pipe to the approved limits as shown on the plans.

1.2.13.3 Unit of Measure

Unit of Measure: Square Yard (SY)

SECTION 01 22 00.00 10 Page 13

1.2.14 Combination Curb and Gutter Removal and Replacement (Base Bid Item 0001AV and Option 1 Bid Item 0002AQ)

1.2.14.1 Payment

This work will be paid for at the contract unit price per LINEAL FOOT for Combination Concrete Curb and Gutter Remove and Replace. This Work shall include, but not be limited to, all material, excavation, equipment, labor, and transportation necessary to remove and dispose of existing materials in accordance with all local, state and federal laws at an appropriate dumping site and install combination concrete curb and gutter as required for a complete installation.

1.2.14.2 Measurement

This work will be measured per FOOT in the field and as shown on the plans.

1.2.14.3 Unit of Measure

Unit of Measure: Foot (FT)

1.2.15 Detectable Warning (Base Bid Item 0001AW and Option 1 Bid Item

0002AR)

1.2.15.1 Payment

This work will be paid for at the contract unit price per SQUARE FOOT for detectable Warnings and shall include but not be limited to all material, equipment, labor, and transportation necessary to furnish and install an ADA compliant sidewalk as required.

1.2.15.2 Measurement

This work will be measured for payment in place and the area computed in

SQUARE FOOT.

1.2.15.3 Unit of Measure

Unit of Measure: Square Foot (SF)

1.2.16 HMA Pavement Removal and Replacement (Base Bid Item 0001AX and Option 1 Bid Item 0002AS)

1.2.16.1 Payment

This work will be paid for at the contract unit price per SQUARE YARD for HMA Pavement Removal and Replacement of the specified asphalt thickness.

1.2.16.2 Measurement

This work will be measured per SQUARE YARD along the centerline of the

SECTION 01 22 00.00 10 Page 14 proposed pipe to the approved limits as shown on the plans.

1.2.16.3 Unit of Measure

Unit of Measure: Square Yard (SY)

1.2.17 Tree Removal (6 to 15 Units Diameter) (Base Bid Item 0001AY and Option 1 Bid Item 0002AT)

1.2.17.1 Payment

Tree removal will be paid for at the contract unit price per unit diameter for Tree Removal (6 to 15 Units Diameter).

1.2.17.2 Measurement

Tree to be removed as payment item will be measured per unit of diameter where one unit is equal to 1 inch. The diameter will be measured at a point 4.5 foot above the highest ground level at the base of the tree and will be determined by dividing the measured circumference of the tree by

3.1416. A multiple stem trees branches having a diameter of 6-inch or more at a point 4.5 foot above the highest ground level at the base will be measured for payment as individual trees.

1.2.17.3 Unit of Measure

Unit of Measure: UNIT

1.2.18 Tree Protection (Base Bid Item 0001AZ, Option 1 Bid Item 0002AU, and Option 2 Bid Item 0003AR)

All plant material designated to be saved, or outside of the limits of construction, shall be protected prior to beginning any clearing or removal work and shall remain protected during construction work. Parking or maneuvering of machinery, stockpiling of materials, or any other use will not be allowed in unpaved areas within 10 feet (three meters) of the root zone of trees or plants designated to be protected. Refer to See engineering drawings for Tree Protection Detail. Any destruction or damage to existing plant material as deemed unnecessary by the Engineer shall be replaced or repaired at no additional cost to the Owner. This shall also include any unnecessary damage to ground cover or turf areas.

Trimming of roots and tree root pruning during construction will be considered incidental. All pruning shall be performed by a licensed professional Arborist. Root pruning using an approved mechanical root pruning saw shall be performed prior to digging where noted on the plans or directed by the Engineer. Whenever roots of plant material to remain are exposed during construction, the damaged root ends are to be removed by cutting them off cleanly. Pruning shall be done in the presence of the Engineer and in such a manner as to preserve the natural growth habit of each plant. Any damage to the root zone, as determined by the Engineer, shall be compensated by pruning an equivalent amount of the top vegetative growth of the plant material within one week following root damage. The procedure of "drop crotch" pruning shall be employed for all trimming of branches in excess of two inches (50 millimeters) in diameter.

1.2.18.1 Payment

This work will be paid for at the contract unit price per each and includes all labor, material and equipment required to install, maintain

SECTION 01 22 00.00 10 Page 15 and remove after project completion.

1.2.18.2 Measurement

Tree protection will be measured for payment as each per tree as shown on the plans and specified herein. Tree protection shall include furnishing, installing and removing this item.

1.2.18.3 Unit of Measure

Unit of Measure: Each (EA)

1.2.19 Inlet…

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