923456-25-6-2-1.pdf

PDF 6 MB Posted Oct 1, 2025

Attached to: Alton Water Systems Interconnect - Addendum No. 4 Updated Plan Sheet Note State and local contract opportunity
Solicitation number: 923456-25-6-2
Issued by: St. Tammany Parish, Louisiana

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Written by GovTribe AI · Oct 6, 2025

This document is an Addendum (No. 1) issued by St. Tammany Parish Procurement Department for the Alton Water System Interconnection project (Bid #25-6-2). The project involves constructing approximately 1,600 linear feet of water pipeline, with bids due on October 7, 2025. A non-mandatory pre-bid conference was held on September 11, 2025. The addendum provides clarifications and modifications to the original bid documents, including requirements for lane closures, materials testing, and specific construction details. The contractor will need to install 8" and 6" PVC water mains using various methods including open cut, horizontal directional drilling, and jack and bore techniques, with multiple fully restrained fittings, gate valves, and a flow metering and control facility.

The project includes two additive alternate options for expanding pipeline installation and requires compliance with various federal and state regulations, including Davis-Bacon wage requirements, Buy America provisions, and CDBG (Community Development Block Grant) contract provisions. Contractors must use materials produced in the United States, comply with equal employment opportunity standards, and follow specific environmental and safety guidelines. The project involves multiple utility crossings, including a Norfolk Southern Railway right-of-way, and requires extensive documentation including materials testing, track monitoring, and adherence to local and federal labor standards. The contractor will need to provide performance bonds, maintain specific insurance requirements, and demonstrate compliance with Section 3 employment opportunities.

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923456-25-6-2.pdf	PDF	Sep 3, 2025

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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 1, 2025.

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

Addendum No.: 1

Bid#: 25-6-2

Project Name: Alton Water System Interconnection

Bid Due Date: October 7, 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. A non – mandatory pre – bid conference was held on Thursday, September 11, 2025.

A copy of the sign – in sheet for the non – mandatory pre – bid conference is included as an attachment to this addendum.

3. Clarifications:

a. The contractor shall minimize the lane closure to not impact the public, and the contractor shall work with the Parish to notify the public in advance of any lane or road closures. Night work may be allowed upon written request subject to the approval of the ENGINEER and OWNER.

10/1/2025 http://www.stpgov.org/

b. Materials Quality Assurance Testing - The CONTRACTOR will be required to appoint, employ, and pay for the services of a testing laboratory listed on the

St. Tammany Parish prior approved list. See Changes to Contract Specifications for additional requirements.

c. Quality Control – Contractor shall furnish inspection and testing laboratory services which comply with the requirements noted in specification section

1.4A – Inspection and Testing Service.

d. Tracer wire will need to be activated and tested prior to acceptance of completed water mains.

e. Water Main markers required – Sheet G-101 has been updated to note (1) concrete marker per the detail provided on G-506, and up to (6) fiberglass markers will be required under the Construction Layout bid item.

f. Norfolk Southern Publication NSCE8 - A settlement plan and track monitoring plan will be required prior to the beginning of work (prepared by contractor and approved by the railroad). Boring must be continuous once started. Railroad flagger required and paid for by the contractor.

g. Contractor to abide by insurance requirements of the Railroad. See the license agreement which is included as an attachment to the specifications.

4. Changes to Contract Specifications:

a. Section 07 – Project Signs. Delete Items 1a and 3g in its entirety and REPLACE with the following:

1. General

a. Work to include providing and installing (3) three project signs. Should more signs be required, it will be reflected in the bidding documents.

3. Execution

g. Cost to be included in “Temporary Traffic Controls”

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

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

Payment.

c. DELETE Section 01 45 00 – Quality Control and REPLACE with the attached

REVISED Section 01 45 00 – Quality Control.

d. DELETE Section 01 50 10 – Protection of Existing Facilities and REPLACE with the attached REVISED Section 01 50 00 – Protection of Existing Facilities.

e. DELETE Section 12 - CDBG Contract Provisions / Davis Bacon Wages and

REPLACE with the attached REVISED Section 12 - CDBG Contract

Provisions / Davis Bacon Wages.

5. Changes to Contract Drawings:

a. DELETE Drawing G-101 and REPLACE with the attached REVISED

Drawing G-101.

b. DELETE Drawing C-205 and REPLACE with the attached REVISED

Drawing C-205.

c. DELETE Drawing C-206 and REPLACE with the attached REVISED

Drawing C-206.

d. DELETE Drawing C-207 and REPLACE with the attached REVISED

Drawing C-207.

QUESTIONS & ANSWERS:

Question 1: Will the Pre-Bid Meeting minutes and sign-in sheet be released in a forthcoming addendum?

Answer 1: Only the sign-in sheet will be attached to this addendum.

Question 2: In the current specifications Section 12- Certification of Compliance with Section 3

Requirements (To be returned with all submitted bids).

Answer 2: The Certification of Compliance with Section 3 Requirements is not required to be returned with the submitted bid, it will be required to be signed and returned with the contract documents.

Question 3: Does the water meter need to meet any electronic requirements and what manufacturer is used in the existing system?

Answer 3: Furnish and install commercial ultrasonic meter, Octave by Master Meter, Mansfield, Texas or approved equal.

Question 4: Does the backflow need to be reduced pressure or just a double check?

Answer 4: The backflow preventor just needs to be a double check valve.

Question 5: How many line markers are required?

Answer 5: (1) concrete line marker per the water main marker detail will be required near STA

401+00.

Question 6: Is PE pipe used anywhere in the project?

Answer 6: PE Pipe will not be accepted in this project.

Question 7: Will de-watering be added as a bid item?

Answer 7: No. If dewatering is required, it will be incidental to construction. See section 31 30

00 – Earthwork Part 3 for requirements related to exclusion of water from excavations.

Question 8: Is this a buy America project?

Answer 8: Please refer to Section 12, CDBG Contract Provisions for all funding source requirements.

Question 9: Can 2nd St at Hwy 11 be closed during construction?

Answer 9: Yes, approval will need to be provided by St. Tammany Parish Engineering Department and Public Works prior to closing the road. Temporary traffic control will need to be consistent with DOTD standards as the location is adjacent to highway LA-11 and will need to be coordinated with DOTD District 62.

Question 10: Is this a tax-exempt job?

Answer 10: Please refer to Section 02, Instruction to Bidders, number 11 in the package.

ATTACHMENTS:

1. Sign in sheet for the non – mandatory pre – bid conference held on Thursday, September 11, 2025.

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

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

4. REVISED Section 01 45 00 – Quality Control.

5. REVISED Section 01 50 10 – Protection of Existing Facilities

6. REVISED Section 12 – CDBG Contract Provisions

7. REVISED Drawing G-101

8. REVISED Drawing C-205

9. REVISED Drawing C-206

10. REVISED Drawing C-207

End of Addendum # 1

ADDENDUM 1

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 #

Version 2017 Q2

Page 1 of 14ADDENDUM 1

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) 20 CUBIC YARDS

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

MILLING ASPHALT 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.

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

BASE BID OR ALT #

Page 2 of 14ADDENDUM 1

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

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

SEEDING

MOBILIZATION

BASE BID OR ALT #

Page 3 of 14ADDENDUM 1

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

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

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.

ALT #

BASE BID OR ALT #

BASE BID OR

Page 4 of 14ADDENDUM 1

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

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.

6" BURIED GATE VALVE, 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.

6" WATER MAIN, PVC, RESTRAINED, INSTALLED BY OPEN CUTBASE BID OR ALT #

ALT #

BASE BID OR

Page 5 of 14ADDENDUM 1

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

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

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.

JACKING AND BORING PITS

HORIZONAL DIRECTIONAL DRILLING PITS

FIRE HYDRANT ASSEMBLY

ALT #

BASE BID OR

Page 6 of 14ADDENDUM 1

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 #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-201 (01) 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-202 (01) 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-202 (02) 50 SQUARE YARD

CLEARING AND GRUBBING

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.

TRACK MONITORING

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

SAW CUTTING OF PAVEMENT

ALT #

BASE BID OR

Page 7 of 14ADDENDUM 1

Description: ALT #

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-203 (01) 50 CUBIC YARDS

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-204 (01) 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-302 (01) 50 SQUARE YARD

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-402 (01) 20 CUBIC YARDS

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-502 (01) 20 TONS

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-509 (01) 50 SQUARE YARD

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.

TRAFFIC MAINTENANCE SURFACING

ADDITIONAL EXCAVATION OF UNSUITABLE SUBGRADE

TEMPORARY ENVIRONMENTAL CONTROLS

CLASS II BASE COURSE (STONE)

SUPERPAVE ASPHALT CONCRETE - LEVEL 1

MILLING ASPHALT PAVEMENT

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

Page 8 of 14ADDENDUM 1

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-713 (01) 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-726 (01) 50 CUBIC YARDS

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-727 (01) 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-739 (01) 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-740 (01) 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-741 (02) 100 LINEAR FOOT

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

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

MOBILIZATION

BASE BID OR

Page 9 of 14ADDENDUM 1

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-741 (04) 1 EACH

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-741 (06) 5 Description: ALT # 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 # 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

Version 2017 Q2

Page 10 of 14ADDENDUM 1

LINEAR FOOT

Description: ALT # SITE CONDITIONS SURVEYS

UNIT PRICE EXTENSION

(Quantity times unit price)

A1-S-001 1 LUMP SUM

Description: ALT # 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 # 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 #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-202 (01) 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-202 (02) 100 SQUARE YARD

Description: ALT # 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

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.

REMOVAL OF ASPHALT CONCRETE PAVEMENT

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

BASE BID OR

Page 11 of 14ADDENDUM 1

Description: ALT # TEMPORARY ENVIRONMENTAL CONTROLS

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-204 (01) 1 LUMP SUM

Description: ALT # 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 # 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 #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-502 (01) 40 TONS

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-509 (01) 100 SQUARE YARD

Description: ALT # TEMPORARY TRAFFIC CONTROL

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-713 (01) 1 LUMP SUM

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.

MILLING ASPHALT PAVEMENT

SUPERPAVE ASPHALT CONCRETE - LEVEL 1

BASE BID OR

Page 12 of 14ADDENDUM 1

Description: ALT # FOUNDATION MATERIAL

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-726 (01) 100 CUBIC YARDS

Description: ALT # MOBILIZATION

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-727 (01) 1 LUMP SUM

Description: ALT # SEEDING

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-739 (01) 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-740 (01) 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-741 (02) 300 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.

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

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

BASE BID OR

Page 13 of 14ADDENDUM 1

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-741 (04) 3 EACH

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-741 (06) 15 LINEAR FEET

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-741 (07) 3 EACH

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-741 (10) 3 EACH

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-S-001 1 LUMP SUM

Description: ALT #

REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE

UNIT PRICE EXTENSION

(Quantity times unit price)

A2-S-002 1000 IN-LF

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

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

BASE BID OR

Page 14 of 14ADDENDUM 1

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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 construction layout associated with the WORK in accordance with the requirements of the

Contract Documents.

ADDEDNUM 1

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

Grubbing

Percent of Total Contract Amount

Earned:

Allowable Percent of Lump Sum Price for Site Preparation:

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.

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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, removal and disposal of excavated material 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

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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 will be based upon the number of cubic yards of aggregate surface course provided and acceptably placed.

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, 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

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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 – 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 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.

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

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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

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

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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).

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

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.

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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, 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.

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

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

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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, provision, placement and joining of fittings, retainer glands, tracer wire and locator tape, and backfilling and all other work all in accordance with the requirements of the Contract Documents.

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

A. Measurement: Measurement for payment for this item will be based upon the

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number of such valves furnished and installed in place.

B. 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, 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.

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.

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

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

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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.

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, services required by railroad including but not limited to flagger and track monitoring, 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 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 valve inclusive but not limited to excavation, shoring for excavation safety, provision and placement of bedding material, provision and installation of the valve, outlet piping, concrete box and lid, air release piping, concrete pad, snorkel tubing within the manhole, snorkel vent, mesh screen, and backfilling all in accordance with the requirements of the

Contract Documents.

1.27 FIRE HYDRANT ASSEMBLY – UNIT PRICE FORM REF. NO. 741 (10).

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

B. Measurement: Measurement for fire hydrant assemblies will be based upon the number of such hydrant assemblies furnished and installed in place.

C. Payment: Payment will constitute full compensation for installing fire hydrant assemblies during construction including furnishing all…

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