923456-25-6-2-3.pdf

ST. TAMMANY PARISH

MICHAEL B. COOPER

PARISH PRESIDENT

PROCUREMENT DEPARTMENT

P.O. BOX 628 | COVINGTON, LOUISIANA | 70434 | PROCUREMENT@STPGOV.ORG | 985-898-2520

WWW.STPGOV.ORG

Version 2022 Q1

October 16, 2025.

Please find the following addendum to the below-mentioned BID.

Addendum No.: 3

Bid#: 25-6-2

Project Name: Alton Water System Interconnection

Bid Due Date: October 21, 2025

GENERAL INFORMATION:

1. This addendum forms a part of the Contract Documents and modifies Specification sections as denoted below. Acknowledge receipt of this addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to being considered non-responsive. The Bidder is responsible for disseminating this addendum to all subcontractors and material suppliers concerned. This addendum supersedes any contrary or conflicting information in any previously issued addenda. This Addendum shall be part of the Contract Documents. The following items are issued to add, delete, modify, and clarify the Contract Documents. These items shall be part of and shall have full force and effect as the Contract Documents and the cost involved shall be included in the bid price.

2. Clarifications:

a. Payment for Item Ref. No. S-001, Flow Metering and Control Facility, will include the installation and materials to install the bollards shown on sheet

G-504.

b. All milling of asphalt pavement is to be 2” nominal thickness.

3. Changes to Contract Specifications:

a. Section 03 – Summary of Work. ADD the following items below in section IV.

Special Provisions 1) Site conditions:

10/16/2025

ADDENDUM 3

http://www.stpgov.org/

f) Usage of Public Rights-of-Way and Servitudes: The work will be conducted in public rights-of-way and/or servitudes. The contractor will be permitted to work in these public rights-of-way and servitudes; the contractor shall not be allowed to perform work on private property without prior approval of the owner. Storage of equipment and materials in public rights-of-way and servitudes shall not be permitted without expressed permission of the Parish or the governing agency. The contractor shall limit preparatory work and assembling materials (i.e. fusing pipe) in public rights-of-way and servitudes. The contractor shall restore public rights-of-way and servitudes to at least the condition prior to commencing work and to the satisfaction of the Parish, its project representatives and/or the governing agency.

g) Usage of Private Land: The Parish will not provide storage and staging areas for the project. Identifying and securing storage and staging areas shall be responsibility of the contractor. There shall be no direct payment for the rental, lease or purchase of staging and storage areas required for the contractor to conduct his work. Restoration of rented, leased or purchased staging and storage areas shall be the responsibility of the contractor and shall be restored to the satisfaction of the property owner(s).

h) Handling and Storage of Materials: The contractor shall be responsible for the safe and proper handling and storage of materials used for the project. Therefore, the contractor shall provide adequate and proper personnel and equipment to handle materials for the project. The Parish and its project representatives reserve the right to require additional testing or fully reject materials and work that may have been damaged due to mishandling or improper storage. The contractor shall replace all defective materials and work fully at his own cost.

b. DELETE Section 04 – Louisiana Uniform Public Work Bid Form Unit Price

Form in its entirety and REPLACE with the attached REVISED Section 04 –

Louisiana Uniform Public Work Bid Form Unit Price Form:

c. DELETE Section 01 29 00 – Measurement and Payment in its entirety and

REPLACE with the attached REVISED Section 01 29 00 – Measurement and

Payment:

d. Section 01 55 00 – Site Access and Storage. DELETE Paragraph 1.3 A and

REPLACE with the following:

“The OWNER will not designate or arrange for the contractor’s use a portion of property for the CONTRACTOR’s use as a storage and shop area for its construction operations.”

4. Changes to Contract Drawings:

a. DELETE Drawing G-504 and REPLACE with the attached REVISED

Drawing G-504.

QUESTIONS & ANSWERS:

Question 1: Per sheet G-504, anything outside of the dashed perimeter is to be paid under applicable water main items. There is no item for Bollards. Please advise how that will be paid for.

Answer 1: Sheet G-504 is reissued as an attachment to this addendum which will include the bollards in the “Flow Metering and Control Facility” pay item. The measurement and payment description has been updated accordingly in the “changes to contract specifications” section of this addendum.

Question 2: Sheet G-504 calls out for a 6” thick slab by 7’x14’ under the sheet key notes but the detail is showing 1’ thick 20.58’x7’ thick slab. Please advise.

Answer 2: Sheet G-504 has been updated to reflect a 6” thick slab that is 7’x20.58’.

Question 3: How thick is the asphalt and base course as the detail and specs do not say.

Answer 3: The asphalt thickness will need to match existing with a minimum of 6” thick. The base course will require a minimum of 8” thick.

Question 4: Can we use HDPE for the HDD install in lieu of the PVC options?

Answer 4: HDPE will not be allowed as a substitute to PVC pipe on this project.

ATTACHMENTS:

1. REVISED Drawing G-504

2. REVISED Section 04 – Louisiana Uniform Public Work Bid Form Unit Price Form.

3. REVISED Section 01 29 00 – Measurement and Payment.

End of Addendum # 3

TO

ASHTON

PARC

TO

ALTON

TO

ALTON

TO

ASHTON

PARC

FLOW

FLOW

X

X

X

X X

X

XX

X X

A. REQ'D 8" WATER MAIN

B. REQ'D 8" TEE, FLANGED

C. REQ'D 8" RESILIENT WEDGE GATE VALVE, FLANGED

D. REQ'D 8" SPOOL, 18" LONG, FL X FL

E. REQ'D 8" SPOOL, MJ X FLANGED

F. REQ'D 90° ELBOW, MECHANICAL JOINT

G. REQ'D 90° ELBOW, FLANGED

H. REQ'D STRAINER

I. REQ'D PIPE SUPPORT (DENOTED AS "X" IN PLAN VIEW)

J. REQ'D GATE VALVE, NON RISING STEM, PLAIN END

K. REQ'D DOUBLE CHECK VALVE ASSEMBLY

L. REQ'D 8" DISPLACEMENT WATER METER

M. REQ'D 6" THICK CONCRETE SLAB, 7' x 20.58' DIMENSION, REINFORCED WITH NO. 6 BARS O.C.E.W.

N. SEE SHEET C-207 FOR CONTINUATION

O. REQUIRED BEDDING MATERIAL, ENCAPSULATED IN

GEOTEXTILE (12" THICK)

P. UNDISTURBED SUBGRADE

Q. REQ'D AIR RELEASE VALVE

R. REQ'D (6) BOLLARDS

S. REQ'D 8" SPOOL, 36" LONG, FL X FL

1. REFER TO PLAN AND PROFILE DRAWINGS FOR LOCATION OF TIE

IN

2. SEE PLAN AND PROFILE FOR CONTINUATION

3. ALL FITTING/JOINTS ON THIS PAGE TO BE FULLY RESTRAINED OR

FLANGED

4. INSULATE ALL ABOVE GRADE PIPING WITH ALUMINUM JACKETED

INSULATION PER SECTION 43 50 00 - PIPING - GENERAL

GENERAL NOTES

SHEET KEY NOTES

2' -6

2'

-6

SECTION

SCALE: 1/2" = 1' 0"

1'-6"

24'-1"

3'-3" 3'-3"

3' -8

3'

-4

A F AF

E E

I

G G G

S D

M

M

L

K

K+/- 6'-4"GI G I

J

B

K

J

GI L

L

G I

GG

+/- 24'-1"

J

B

J

I

N N

(3 '-0

" M

IN

TO BE PAID UNDER ITEM S-001

TO BE PAID UNDER APPLICABLE

WATER MAIN ITEMS

P O

T.O.S. = EX. GRADE +2"

TO BE PAID UNDER APPLICABLE

WATER MAIN DETAILS

G-504 A

A

QQ

Q

Q

R

3" MIN

R R

R

RR

I

+/- 6'-4"1'-9" 1'-6" 3'-0" 3'-0"

H

H

H

1'-11" 1'-9"

II

I

I C

I

II

I

D

A

3'-0"

S

C IC

3'-0" 3'-0"

S S

C

3'-0"

S

ITEMS WITHIN DASHED

PERIMETER TO BE PAID

UNDER ITEM S-001

D A

CD

S

C

10/1/2025

ADDENDUM

A D

D

EN

D U

M

A D

D

EN

D U

M

TO: BID FOR:

St. Tammany Parish Government ALTON WATER SYSTEM

21454 Koop Drive, Suite 2F INTERCONNECTION

Mandeville, LA. 70471 BID NO. 25-6-2 (OWNER TO PROVIDE NAME AND ADDRESS OF OWNER) (OWNER TO PROVIDE PROJECT NAME & OTHER IDENTIFYING INFO)

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

201 (01) 1 LUMP SUM

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

202 (01) 1 LUMP SUM

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

202 (02) 125 SQUARE YARD

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

203 (01) 120 CUBIC YARDS

LOUISIANA UNIFORM PUBLIC WORK BID FORM

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

CLEARING AND GRUBBING

REMOVAL OF ASPHALT CONCRETE PAVEMENT

ADDITIONAL EXCAVATION OF UNSUITABLE SUBGRADE

UNIT PRICE FORM

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

Version 2017 Q2

Page 1 of 14ADDENDUM 3

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

204 (01) 1 LUMP SUM

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

302 (01) 125 SQUARE YARD

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

401 (01) 360 SQUARE YARD

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

402 (01) 125 SQUARE YARD

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

502 (01) 4 TONS

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

509 (01) 565 SQUARE YARD

AGGREGATE SURFACE COURSE

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

SUPERPAVE ASPHALT CONCRETE - LEVEL 1

TEMPORARY ENVIRONMENTAL CONTROLS

CLASS II BASE COURSE (STONE)

TRAFFIC MAINTENANCE SURFACING

MILLING ASPHALT PAVEMENT - NOMINAL 2 INCH THICKNESS

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

Page 2 of 14ADDENDUM 3

UNIT PRICE EXTENSION

(Quantity times unit price)

713 (01) 1 LUMP SUM

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

726 (01) 120 CUBIC YARDS

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

727 (01) 1 LUMP SUM

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

739 (01) 1 LUMP SUM

SEEDING

MOBILIZATION

TEMPORARY TRAFFIC CONTROL

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

FOUNDATION MATERIAL

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

Page 3 of 14ADDENDUM 3

UNIT PRICE EXTENSION

(Quantity times unit price)

740 (01) 1 LUMP SUM

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

741 (01) 920 LINEAR FOOT

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

741 (02) 630 LINEAR FOOT

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

741 (03) 400 LINEAR FOOT

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

741 (04) 35 EACH

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

741 (05) 2 EACH

CONSTRUCTION LAYOUT

8" WATER MAIN, PVC, UNRESTRAINED, INSTALLED BY OPEN CUT

8" WATER MAIN, PVC, RESTRAINED, INSTALLED BY OPEN CUT

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

8" DUCTILE IRON FITTINGS, FULLY RESTRAINED, ALL TYPES, MECHANICAL

JOINT BY MECHANICAL JOINT

8" BURIED GATE VALVE, MECHANICAL JOINT

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

8" WATER MAIN, PVC, INSTALLED BY HORIZONAL DIRECTIONAL DRILL

ALT #

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR ALT #

BASE BID OR

Page 4 of 14ADDENDUM 3

UNIT PRICE EXTENSION

(Quantity times unit price)

741 (06) 20 LINEAR FOOT

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

741 (07) 3 EACH

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

741 (08) 280 LINEAR FOOT

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

6" WATER MAIN, PVC, RESTRAINED, INSTALLED BY OPEN CUT

6" BURIED GATE VALVE, MECHANICAL JOINT

8" WATER MAIN, PVC, RESTRAINED, INSTALLED BY JACKING AND BORING

WITHIN STEEL CASING

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

BASE BID OR ALT #

ALT #

ALT #

BASE BID OR

BASE BID OR

Page 5 of 14ADDENDUM 3

UNIT PRICE EXTENSION

(Quantity times unit price)

741 (09) 6 EACH

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

741 (10) 3 EACH

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

S-001 1 LUMP SUM

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

S-002 1 LUMP SUM

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

S-003 1 LUMP SUM

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

S-004 1 LUMP SUM

JACKING AND BORING PITS

HORIZONAL DIRECTIONAL DRILLING PITS

FIRE HYDRANT ASSEMBLY

AIR RELEASE VALVE IN VAULT

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

FLOW METERING AND CONTROL FACILITY

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

SITE CONDITIONS SURVEY

ALT #

ALT #

ALT #

ALT #

ALT #

ALT #

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

Page 6 of 14ADDENDUM 3

UNIT PRICE EXTENSION

(Quantity times unit price)

S-005 1 LUMP SUM

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

S-006 4000 IN-LF

Description:

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

S-007 1 LS

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-201 (01) 1 LUMP SUM

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-202 (01) 1 LUMP SUM

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-202 (02) 50 SQUARE YARD

TRACK MONITORING

WATER MAIN TIE-IN NEAR US-11 AND N. 2ND AVE.

SAW CUTTING OF PAVEMENT

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

REMOVAL OF ASPHALT CONCRETE PAVEMENT

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

CLEARING AND GRUBBING

ALT #

ALT #

ALT #

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

Version 2017 Q2

Description: ALT #1

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-203 (01) 50 CUBIC YARDS

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-204 (01) 1 LUMP SUM

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-302 (01) 50 SQUARE YARD

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-402 (01) 20 SQUARE YARD

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-502 (01) 20 TONS

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-509 (01) 50 SQUARE YARD

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

TRAFFIC MAINTENANCE SURFACING

ADDITIONAL EXCAVATION OF UNSUITABLE SUBGRADE

TEMPORARY ENVIRONMENTAL CONTROLS

CLASS II BASE COURSE (STONE)

SUPERPAVE ASPHALT CONCRETE - LEVEL 1

MILLING ASPHALT PAVEMENT - NOMINAL 2 INCH THICKNESS

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

Page 8 of 14ADDENDUM 3

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-713 (01) 1 LUMP SUM

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-726 (01) 50 CUBIC YARDS

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-727 (01) 1 LUMP SUM

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-739 (01) 1 LUMP SUM

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-740 (01) 1 LUMP SUM

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-741 (02) 100 LINEAR FOOT

MOBILIZATION

8" WATER MAIN, PVC, RESTRAINED, INSTALLED BY OPEN CUT

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

CONTRUCTION LAYOUT

TEMPORARY TRAFFIC CONTROLS

FOUNDATION MATERIAL

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

SEEDING

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

Page 9 of 14ADDENDUM 3

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-741 (04) 1 EACH

Description: ALT #1

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-741 (06) 5 LINEAR FOOT

Description: ALT #1 6" BURIED GATE VALVE, MECHANICAL JOINT

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-741 (07) 1 EACH

Description: ALT #1 FIRE HYDRANT ASSEMBLY

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-741 (10) 1 EACH

6" WATER MAIN, PVC, RESTRAINED, INSTALLED BY OPEN CUT

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

8" DUCTILE IRON FITTINGS, FULLY RESTRAINED, ALL TYPES, MECHANICAL

JOINT BY MECHANICAL JOINT

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

Page 10 of 14ADDENDUM 3

Description: ALT #1 SITE CONDITIONS SURVEYS

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-S-001 1 LUMP SUM

Description: ALT #1 SAW CUTTING OF PAVEMENT

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-S-002 1000 IN-LF

Description: ALT #2 CLEARING AND GRUBBING

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-201 (01) 1 LUMP SUM

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-202 (01) 1 LUMP SUM

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-202 (02) 100 SQUARE YARD

Description: ALT #2 ADDITIONAL EXCAVATION OF UNSUITABLE SUBGRADE

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-203 (01) 100 CUBIC YARDS

REMOVAL OF ASPHALT CONCRETE PAVEMENT

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

Page 11 of 14ADDENDUM 3

Description: ALT #2 TEMPORARY ENVIRONMENTAL CONTROLS

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-204 (01) 1 LUMP SUM

Description: ALT #2 CLASS II BASE COURSE (STONE)

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-302 (01) 100 SQUARE YARD

Description: ALT #2 TRAFFIC MAINTENANCE SURFACING

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-402 (01) 50 SQUARE YARD

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-502 (01) 40 TONS

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-509 (01) 100 SQUARE YARD

Description: ALT #2 TEMPORARY TRAFFIC CONTROL

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-713 (01) 1 LUMP SUM

MILLING ASPHALT PAVEMENT - NOMINAL 2 INCH THICKNESS

SUPERPAVE ASPHALT CONCRETE - LEVEL 1

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

Page 12 of 14ADDENDUM 3

Description: ALT #2 FOUNDATION MATERIAL

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-726 (01) 100 CUBIC YARDS

Description: ALT #2 MOBILIZATION

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-727 (01) 1 LUMP SUM

Description: ALT #2 SEEDING

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-739 (01) 1 LUMP SUM

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-740 (01) 1 LUMP SUM

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-741 (02) 300 LINEAR FOOT

CONTRUCTION LAYOUT

8" WATER MAIN, PVC, RESTRAINED, INSTALLED BY OPEN CUT

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

Page 13 of 14ADDENDUM 3

Description: ALT #2

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-741 (04) 3 EACH

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-741 (06) 15 LINEAR FEET

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-741 (07) 3 EACH

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-741 (10) 3 EACH

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-S-001 1 LUMP SUM

Description: ALT #2

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-S-002 1000 IN-LF

6" WATER MAIN, PVC, RESTRAINED, INSTALLED BY OPEN CUT

8" DUCTILE IRON FITTINGS, FULLY RESTRAINED, ALL TYPES, MECHANICAL

JOINT BY MECHANICAL JOINT

UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.

SAW CUTTING OF PAVEMENT

FIRE HYDRANT ASSEMBLY

SITE CONDITIONS SURVEY

Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.

6" BURIED GATE VALVE, MECHANICAL JOINT

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

BASE BID OR

Page 14 of 14ADDENDUM 3

FAIRWAY PROJ. 0008P19 01 29 00 - 1

ALTON WATER SYSTEM INTERCONNECT – BID DOCUMENTS

SECTION 01 29 00 - MEASUREMENT AND PAYMENT

PART 1 -- GENERAL

1.1 THE REQUIREMENT

A. Payment for the various items on the Bid Form, as further specified herein, will include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the WORK all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and

Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid

Schedule. therefore, include all costs of the WORK in the prices named in the

Bid Schedule for the various appurtenant items of WORK.

1.2 ACCURACY

A. The ENGINEER will be the judge of the accuracy of measurements, or approximations made in lieu of accurate determinations, and these decisions will be binding upon both the CONTRACTOR and the OWNER.

B. The ENGINEER will utilize the accepted Schedule of Values for the purpose of estimating the value of WORK completed for the evaluation of requests for payment.

C. The terms "lump sum, each, or unit" when used as a unit of measure for payment will mean complete payment for the work described in the contract.

Portions of lump sum items may be paid where deemed acceptable by the

ENGINEER and OWNER based upon an estimate of the proportion of the

WORK of the lump sum item acceptably completed in accordance with the

Contract Documents. The ENGINEER may utilize an accepted Schedule of

Values to make such determinations. Provide all supporting documentation requested by the ENGINEER in this regard.

1.3 CLEARING AND GRUBBING - UNIT PRICE FORM REF. NO. 201 (01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: No Measurement will be made for this item.

C. Payment: Payment for this item will be made in portions of the lump sum price named in the Bid Form in accordance with the following table. Payment of the lump sum price listed in the Bid Form shall constitute full compensation for all equipment, materials, tools, labor, and incidentals necessary for clearing and grubbing and site preparation associated with the WORK in accordance with the requirements of the Contract Documents.

FAIRWAY PROJ. 0008P19 01 29 00 - 2

Table 01 29 00 – 1 – Allowable Percent of Lump Sum Price for Clearing and

Grubbing

Percent of Total Contract Amount

Earned:

Allowable Percent of Lump Sum Price for Clearing and Grubbing:

First Application for

Payment

25 60

50 80

75 95

100 100

1.4 REMOVAL OF STRUCTURES AND OBSTRUCTIONS - UNIT PRICE FORM REF. NO. 202

(01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: No Measurement will be made for this item.

C. Payment: Payment for this item will be made at, or in portions thereof based upon the estimated amount of the WORK completed, of the lump sum bid price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the removal of structures and obstructions, including but not limited to disposal of debris, all in accordance with the requirements of the

Contract Documents.

1.5 REMOVAL OF ASPHALT CONCRETE PAVEMENT – UNIT PRICE FORM REF. NO. 202

(02).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of square yards of asphalt concrete pavement removed as determined by field measurement.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the removal of asphalt concrete pavement, inclusive but not limited to breaking, removal and disposal of asphalt concrete pavement, and removal and disposal of base course, all in accordance with the requirements of the

Contract Documents.

FAIRWAY PROJ. 0008P19 01 29 00 - 3

1.6 ADDITIONAL EXCAVATION OF UNSUITABLE SUBGRADE– UNIT PRICE FORM REF. NO.

203 (01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of cubic yards of materials excavated as based on theoretical volume as determined by field measurement.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR which provides full compensation for excavation of unsuitable subgrade, removal of unsuitable subgrade and disposal of excavated unsuitable subgrade all in accordance with contract documents.

1.7 TEMPORARY ENVIRONMENTAL CONTROLS – UNIT PRICE FORM REF. NO. 204 (01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: No measurement will be made for this item.

C. Payment: Payment for this item will be made at the lump sum price on the Bid

Form, or in portions thereof in accordance with the table below. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the complete provision of all temporary environmental controls required by the Contract Documents and local, State, and Federal laws, including, but not limited to the installation and maintenance of temporary environmental controls, development and maintenance of all required pollution prevention plans and associated permit fees, and all other temporary environmental controls all in accordance with the requirements of the Contract Documents.

Table 01 29 00 – 2 – Allowable Percent of Lump Sum Price for Temporary

Environmental Controls – Base Bid

Percent of Total Contract Amount

Earned:

Allowable Percent of Lump Sum Price for Temporary Environmental Controls:

First Application for Payment 40

25 60

50 80

75 95

FAIRWAY PROJ. 0008P19 01 29 00 - 4

1.8 CLASS II BASE COURSE (STONE) – UNIT PRICE FORM REF. NO. 302 (01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of square yards of base course installed as determined by field measurement along neat lines.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the installation of Class II Base Course, inclusive but not limited to excavation to required line and grade, disposal of excavated material, placement of geotextile fabric, geogrid, placement and compaction of base course material and placement of asphalt prime coat all in accordance with the requirements of the Contract Documents.

1.9 AGGREGATE SURFACE COURSE – UNIT PRICE FORM REF. NO. 401(01)

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item shall be the square yard aggregate surface course, placed and compacted, as determined by field measurements along neat lines.

C. Payment: Payment for this item will be made at the unit price listed on the Bid

Form. payment for the production of mixtures for aggregate surface course, surfacing, geogrid, placement and compaction of aggregate surface course, all in accordance with the requirements of the Contract Documents.

1.10 TRAFFIC MAINTENANCE SURFACING – UNIT PRICE FORM REF. NO. 402 (01)

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item shall be the square yard traffic maintenance surfacing placed, maintained, and removed, as determined by field measurements along neat lines.

C. Payment: Payment for traffic maintenance surfacing at the unit price listed in the Bid Form. Payment of the price listed on the Bid Form shall constitute full payment for the production of mixtures for traffic maintenance surfacing, placement and compaction of mixtures for traffic maintenance surfacing, maintenance, and removal and disposal of traffic maintenance surfacing all in accordance with the requirements of the Contract Documents.

1.11 SUPERPAVE ASPHALT CONCRETE – LEVEL 1 – UNIT PRICE FORM REF. NO. 502 (01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for asphalt concrete wearing course will be made by the ton of 2,000 pounds from printed tickets provided as specified within the Contract Documents. Approved tickets will be issued

FAIRWAY PROJ. 0008P19 01 29 00 - 5

for each truckload of material delivered. Material lost, wasted, rejected, or applied contrary to the Contract Documents will not be measured for payment.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the furnishing of all required materials, production of the mixtures, preparation of the surfaces on which the mixture are to be placed inclusive of tack coats, hauling the mixtures to the work site, placing and compacting the mixtures, and correcting deficiencies in surface tolerances all in accordance with the requirements of the Contract Documents.

1.12 MILLING ASPHALT PAVEMENT - NOMINAL 2 INCH THICKNESS – UNIT PRICE FORM

REF NO. 509 (01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the square yard of asphalt concrete surfacing acceptably removed by milling as determined by field measurement along neat lines. No additional measurement will be made for multiple passes required to achieve total milling depth shown on the drawings or as specified.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for milling asphalt pavement, inclusive of but not limited to removing, hauling, stockpiling and disposing of millings, all in accordance with the requirements of the

Contract Documents.

1.13 TEMPORARY TRAFFIC CONTROL – UNIT PRICE BID FORM REF. NO. 713 (01)

A. Explanation: This item is part of the Base Bid.

B. Measurement: No measurement will be made for this item.

C. Payment: Payment for this item will be made at the lump sum price on the Bid

Form, or in portions thereof in accordance with the table below. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the development, implementation, maintenance, adjustment, and removal of all temporary traffic controls, all in accordance with the requirements of the Contract Documents.

FAIRWAY PROJ. 0008P19 01 29 00 - 6

1.14 FOUNDATION MATERIAL – UNIT PRICE BID FORM REF. NO. 726 (01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of cubic yards of materials, compacted and in place, placed as based on theoretical volume as determined by field measurement.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR which provides full compensation for furnish, placing foundation material and compacting to the proper relative density, furnishing and placing geotextile in accordance with plan details, furnishing and placing geogrid in accordance with plan details, and all other items necessary for furnishing foundation material in accordance with the requirements of the Contract Documents.

1.15 MOBILIZATION – UNIT PRICE BID FORM REF. NO. 727 (01)

A. Explanation: This item is part of the Base Bid.

B. Measurement: No measurement will be made for this item.

C. Payment: Payment for this item will be made at the lump sum price on the Bid

Form, or in portions thereof in accordance with the table below. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the successful mobilization and de – mobilization to and from the site, all in accordance with the requirements of the Contract Documents.

Table 01 29 00 – 3 – Allowable Percent of Lump Sum Price for Temporary Traffic

Controls – Base Bid

Percent of Total Contract Amount

Earned:

Allowable Percent of Lump Sum Price for Temporary Traffic Controls

Initial Erection 40

25 60

50 80

75 95

FAIRWAY PROJ. 0008P19 01 29 00 - 7

Table 01 29 00 – 4 – Allowable Percent of Lump Sum Price for Mobilization –

Base Bid

Percent of Total Contract Amount

Earned

Allowable Percent of Lump Sum

Price for Mobilization

1st Application for Payment 25

10 50

25 75

50 100

1.16 SEEDING – UNIT PRICE BID FORM REF. NO. 739 (01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: No measurement will be made for this item.

C. Payment: Payment for this item will be made at, or in portions thereof based upon the estimated amount of the WORK completed, of the lump sum bid price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the seeding of all lawn areas affected by construction, including but not limited to surface preparation, placement of seed, establishment, watering, and correction of deficient areas in accordance with the requirements of the Contract Documents.

1.17 CONSTRUCTION LAYOUT – UNIT PRICE BID FORM REF. NO. 740 (01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: No measurement will be made for this item.

C. Payment: Payment for this item will be made at the lump sum price on the Bid

Form, or in portions thereof in accordance with the table below. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the complete and accurate layout of all WORK, including but not limited to the recovery and establishment of baselines, elevations, traverses, and measurements all in accordance with the

Requirements of the Contract Documents. Additionally, this item includes the installation of not more than (1) concrete water main marker and (6) fiberglass water main markers.

FAIRWAY PROJ. 0008P19 01 29 00 - 8

1.18 8” WATER MAIN, PVC, UNRESTRAINED, INSTALLED BY OPEN CUT – UNIT PRICE FORM

REF. NO. 741 (01).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of linear feet of such pipe placed as determined by measurement along the centerline of such pipe as measured between outside of structures, not inclusive of the length of fittings and valves.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the installation of the unrestrained water main pipeline, inclusive but not limited to excavation, shoring for excavation safety, exclusion of water, provision and placement of bedding material including geotextile and geogrid as applicable per plan details, provision, placement and joining of pipe, pressure testing and disinfection of pipe, joining of pipe to structures, valves, and fittings, tracer wire and locator tape, and backfilling all in accordance with the requirements of the Contract Documents.

1.19 8” WATER MAIN, PVC, RESTRAINED, INSTALLED BY OPEN CUT – UNIT PRICE FROM

REF. NO. 741 (02).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of linear feet of such pipe placed as determined by measurement along the centerline of such pipe as measured between outside of structures, not inclusive of the length of fittings and valves.

Table 01 29 00 – 5 – Allowable Percent of Lump Sum Price for Construction

Layout – Base Bid

Percent of Total Contract Amount

Earned:

Allowable Percent of Lump Sum Price for Construction Layout:

First Application for Payment 40

25 60

50 80

75 95

FAIRWAY PROJ. 0008P19 01 29 00 - 9

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the installation of the restrained water main pipeline, inclusive but not limited to excavation, shoring for excavation safety, exclusion of water, provision and placement of bedding material, provision, placement and joining of pipe, pressure testing and disinfection of pipe, pipe restraints, joining of pipe to structures, valves, and fittings, tracer wire and locator tape, and backfilling all in accordance with the requirements of the Contract Documents.

1.20 8” WATER MAIN, PVC, INSTALLED BY HORIZONTAL DIRECTIONAL DRILL – UNIT PRICE

FORM REF. NO. 741 (03).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of linear feet of such pipe actually placed as determined by measurement along the centerline of such pipe as measured between outside of structures, not inclusive of the length of fittings and valves. The

ENGINEER may also utilize the approved record drawings to validate the installed quantity.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the installation of the pipeline via horizontal directional drill, inclusive of furnishing and placing pipe, preparation of reports, surface monitoring, joining of pipe to structures, valves, and fittings, tracer wire, and all other work all in accordance with the requirements of the Contract Documents.

1.21 8” DUCTILE IRON FITTINGS, FULLY RESTRAINED, ALL TYPES, MECHANICAL JOINT BY

MECHANICAL JOINT – UNIT PRICE FORM REF. NO. 741 (04).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of such fittings furnished and installed in place.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the installation of fittings within the water main pipeline, inclusive but not limited to excavation, shoring for excavation safety, provision and placement of bedding material including geotextile and geogrid as applicable per plan details, provision, placement and joining of fittings, retainer glands, tracer wire and locator tape, and backfilling and all other work all in accordance with

FAIRWAY PROJ. 0008P19 01 29 00 - 10

1.22 8” BURIED GATE VALVE, MECHANICAL JOINT – UNIT PRICE FORM REF. NO. 741 (05).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of such valves furnished and installed in place.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the installation of the sewer force main pipeline, inclusive but not limited to excavation, shoring for excavation safety, provision and placement of bedding material including geotextile and geogrid as applicable per plan details, provision and installation of the valve including retainer glands for full restraint of the valve, valve actuator, extension stem, soil pipe, valve casting, and concrete pad (or manhole cover for buried valves in pavement), and backfilling all in accordance with the requirements of the Contract

Documents.

1.23 6” WATER MAIN, PVC, RESTRAINED, INSTALLED BY OPEN CUT – UNIT PRICE FROM

REF. NO. 741 (06).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of linear feet of such pipe placed as determined by measurement along the centerline of such pipe as measured between outside of structures, not inclusive of the length of fittings and valves.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the installation of the restrained water main pipeline, inclusive but not limited to excavation, shoring for excavation safety, exclusion of water, provision and placement of bedding material including geotextile and geogrid as applicable per plan details, provision, placement and joining of pipe, pressure testing and disinfection of pipe, pipe restraints, joining of pipe to structures, valves, and fittings, tracer wire and locator tape, and backfilling all in accordance with the requirements of the Contract Documents.

1.24 6” BURIED GATE VALVE, MECHANICAL JOINT – UNIT PRICE FORM REF. NO. 741 (07).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of such valves furnished and installed in place.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the

FAIRWAY PROJ. 0008P19 01 29 00 - 11

installation of the sewer force main pipeline, inclusive but not limited to excavation, shoring for excavation safety, provision and placement of bedding material including geotextile and geogrid as applicable per plan details, provision and installation of the valve including retainer glands for full restraint of the valve, valve actuator, extension stem, soil pipe, valve casting, and concrete pad (or manhole cover for buried valves in pavement), and backfilling all in accordance with the requirements of the Contract

Documents.

1.25 8” WATER MAIN, PVC, RESTRAINED, INSTALLED BY JACKING AND BORING WITHIN

STEEL CASING – UNIT PRICE FORM REF. NO. 741 (08).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of linear feet of such pipe actually placed as determined by measurement along the centerline of such pipe as measured between outside of structures, not inclusive of the length of fittings and valves.

C. Payment: Payment for this item will be made at the unit price named on the bid form. Payment of said price listed on the Bid Form constitutes full compensation to be paid to the CONTRACTOR for this item, inclusive of all labor, products and materials, equipment, and services necessary for the installation of the restrained water main pipeline by jacking and boring, inclusive of but not limited to provision, placement and joining of casing, casing spacers, casing end seals, provision, placement and joining of pipe, provision and installation of pipe restraints, pressure testing and disinfection of pipe, joining of pipe to structures, valves, and fittings, backfilling, and all other work all in accordance with the requirements of the Contract Documents.

1.26 AIR RELEASE VALVE IN VAULT – UNIT PRICE FORM REF. NO. 741 (09).

A. Explanation: This item is part of the Base Bid.

B. Measurement: Measurement for payment for this item will be based upon the number of such valves furnished and installed in place.

C. Payment: Payment for this item will be made at the unit price named on the…