Pa g e 1 | 12

Addendum No. _3_

Date: 8/6/2026

Your reference is directed at Contract Number: 2026-SWB-40 (Contract 2171) for TM 1789 Water Transmission Main Replacements which is scheduled to open at 11:30 a.m. CST on August 18, 2026.

This addendum provides for the following:

1) Responses to Vendor Questions.

1. Is there an estimated probable cost of construction for this project?

The Engineer’s Estimate for this project is $29,660,855.74

2. The contract time is 400 calendar days in the specifications and 365 calendar days in the “Instructions to Bidders”. Which is correct? This addendum revises the duration to 420 calendar days.

3. Will you provide a set of plans stamped by the Sewer and Water Board of New Orleans? Plans will remain as advertised with exception of those pages noted in this addendum.

4. Proposal items C701(68)F and C701(68)A have the same description. See attached Revised UniformPublic Work Bid Form

5. Proposal items C719(61) and CF-10 have the same description. See attached Revised UniformPublic Work Bid Form

6. Proposal items CF-4 and C202(56) have similar descriptions. Is CF-4 only for concrete and C202(56) only for asphalt. See attached Revised UniformPublic Work Bid Form

7. 10” x 10” RCP wyes or no longer available as required in proposal item C701(59)(D)(D). See attached Revised UniformPublic Work Bid Form

8. Proposal item C202(52)(E) has a quantity of “0”. Is that the correct quantity? See attached Revised UniformPublic Work Bid Form

9. Proposal item C203(53) has a quantity of “0”. Is that the correct quantity? See attached Revised UniformPublic Work Bid Form

10. Proposal item C502(51) has a quantity of “0”. Is that the correct quantity? See attached Revised UniformPublic Work Bid Form

11. Proposal item C701(68)H has a quantity of “0”. Is that the correct quantity? See attached Revised UniformPublic Work Bid Form

12. Proposal items C701(68)H and C701(68)C have the same description. See attached Revised UniformPublic Work Bid Form

13. Proposal item C701(68)K has a quantity of “0”. Is that the correct quantity? See

Pa g e 2 | 12 attached Revised UniformPublic Work Bid Form

14. Proposal items SP-02, “Extra Item 1“and “Extra Item 2” have similar and overlapping depth descriptions. Which one or ones will be used? See attached Revised UniformPublic Work Bid Form

15. Will an existing 4” water meter vault need to be demolished for proposal item SP-6.

Will a new bottom slab need to be demolished and re-installed under existing valves and meter? The item is for a new meter vault. It is only required if the existing cannot be reused. Payment for a new includes removal of the existing.

16. “TM007 - 30” Transmission Main Replacement” plans show no pavement markings.

Are there any pavement markings to be done on this portion of the project? If so, what is the scope of this work? The scope of pavement markings is to replace existing markings that are removed or damaged.

17. There is no proposal item for the 18” x 11” Class IV RCPA shown on Sixth St. See attached Revised UniformPublic Work Bid Form

18. There are plan notes to abandon drain lines and fill with flowable fill. There is no item for this work in the proposal form. See attached Revised UniformPublic Work Bid Form

19. The water service connection table on sheet 2A for TM007 shows a date for the “Service Size” for many services. Please clarify. That table has been revised in this addendum.

20. There is no proposal item for the 15” reinforced concrete class IV pipe shown on plan sheets for TM001 & TM008 Cohn Street. See attached Revised UniformPublic Work Bid Form

21. If the New 30” DI Sewer Line on Cohn Street is deleted, will the old 30” DI water main be removed or will it be filled with flowable fill? To be removed at no direct pay.

22. It appears the new 30” transmission line on Cohn Street has a tie-in beneath the controls for the nearby lift station. Is this correct? Will any work need to be done on the lift station controls or supporting accessories? If any work is required under the controls will payment be in addition to this contract work? The intent is for the tie-in to be beyond the lift station. No work on the lift station or controls is intended for this contract.

23. If any existing storm drainpipe and structures are removed and reinstalled due to the installation of new transmission lines, will they be paid for under the Reinforced Concrete Pipe and CB/MH items of the proposal? Required adjustments discovered during construction will be compensated. Adjustments for convenience of Construction or due to means and methods will be at Contractor’s cost.

24. Will the existing 50” pipe on Florida Ave be removed or will it be filled with flowable

Pa g e 3 | 12 fill? Contractor will have the option to plug and fill or remove and backfill, except where required to remove for construction of the new main. Removal or abandonment and associated work shall be at no direct pay.

25. The RCP Wyes for TM009 on plan sheets 9, 10 & 11, and elsewhere, are inserted into existing storm drainpipe. When this type of work is required will RCP point repairs be needed and paid for under the RCP point repair proposal items? The RCP linear foot

Unit Price for RCP and unit price for Wyes will be paid for installation of identified work.

26. Can you provide cross section plans for project TM007? Unnecessary, all pavement is to be restored to existing elevations.

27. Please identify all materials to be furnished by the Owner under the 30-inch Compression Fit HDPE bid item, including pipe footage, DR, resin, fittings, transition assemblies, closure pieces, pull heads and spare material. Please also clarify the delivery location, unloading and storage responsibilities, responsibility for damaged or deficient material, and the exact limits of work included in the contractor’s unit price. The requirements are included in the TM007 and TM009 specifications located within the Spec. Appendices.

28. There are two diferent afidavits; One in the bid documents (Afidavit of Non- Collusion) and one in the specification (Non-Collusion Afidavit). Please clarify which afidavit is accurate and to be submitted. The Form is being reissued in this addendum.

29. Please clarify who pays for the testing (geotechnical testing, vibration monitoring, etc.) SWBNO will pay for all testing (geotechnical testing, vibration monitoring, etc.)

the SWBNO considers necessary for ensuring compliance. The contractor will pay for any testing the Contractor considers necessary to mitigate claims or for his convenience. This excludes testing of supplied materials required for compliance with specifications such as HDPE material testing.

30. Please review the unit price bid form for accuracy. There are a few items that are repeated and a few items that are similar (or clarify what will prevail). Additionally, it appears that there are some missing items based on the quantity summaries provided in the plan documents. See attached Revised UniformPublic Work Bid Form

31. SP 103.9 requires (for projects over $5M) that both a project manager and superintendent are onsite full time. Please confirm that this will be required on this project. The Special Provisions Section 01200 is deleted in its entirety and is being

Pa g e 4 | 12 reissued in this addendum.

32. The time allowed of 400 calendar days (or 365 whichever is correct) does not appear to be enough time (even considering multiple crews). Would the board consider adding additional contract time? This addendum revises the duration to 420 calendar days.

33. Would the board consider adding a line item from mobilization? Each of these sites will have a considerable mobilization due to the equipment requirements associated with large-diameter pipe installation and shoring. No.

34. Is the Contractor required to perform any work outside of normal working hours?

Without knowing what work, if any, is required, by the S&WB, to be performed outside of normal working hours, bidders are unable to include the associated costs in their bids. If so, specifically, by location, what work is required to be performed outside of normal working hours? See guidelines under Section 00 50 01.

35. Is the “Consent Decree” applicable to this project? If the “Consent Decree” is applicable to this project, what work comes under the “Consent Decree”? The bid documents refer to “Milestones”. What are the “Milestones” for this project? What, if any, of the work on this project is SSERP? If applicable to this project, please provide “Section 013513” “Special Project Procedures for Consent Decree.” It is not contained in the bidding documents for this project. No.

36. The bidding documents contain references to task orders, but the plans do not delineate the task orders. The amount and type of work in the task orders directly relates to the costs in the bids. If there is no delineation of task orders in the bid documents, the only way to submit a bid is without any costs associated with task orders. ? The answers to these questions greatly impact the costs of the work and the more detailed the response the better the bidders can determine the costs to include in the bids and visa-versa. Will this project be divided into task orders? If so, what are the areas of the task orders, what are the time frames for the completion of the task orders, and will the contractors be allowed to work on multiple task orders simultaneously? Task Orders will not be part of this contract.

37. As stated in the “CONTRACT”, “TIME IS OF THE ESSENCE”. Our suppliers have informed us the lead time for the larger diameter valves are between 36 to 54 weeks depending on the manufacturer and the lead time for the ductile iron pipe had a lead time of 16 weeks. With a contract time of 400 calendar days or 57 weeks, it is virtually impossible to complete the job within the contract time given the lead time for the valves between 36 to 54 weeks.

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Will the S&WB consider increasing the contract time to accommodate the lead times for these materials? This addendum revises the duration to 420 calendar days.

38. No. 6.2.3 of the “CONTRACT” states:

6.2.3. In accordance with Louisiana Revised Statute 38:2248(A), retainage will be released within 45 days of Final Acceptance by the Sewerage and Water Board of New Orleans’ Board of Directors.

Upon “substantial completion” will the Owner record the “substantial completion” referred to in LA RS 38:2241.1.A or is the Contractor required record it? After forty-five (45) days from the date of recordation and upon presentation of a Clear Lien & Privilege Certificate will the Owner pay retainage less any dollars withheld for any incomplete “punch list” items per LA RS 38:2249? The Contractor will record the “substantial completion”. The Owner will pay retainage as per the Contract and applicable laws.

39. Is the Contractor required to perform any water lines tie-ins and/or sewer lines tie-ins to the existing system within a certain number of hours? Without know what work, if any, is required by the S&WB, to be completed within a certain number of hours, the bidders are unable to include the associated costs in their bids? If so, what water lines tie-ins and sewer lines tie-ins, by type, pipe size and plan location, are required to be completed in a certain number of hours. What is the number of hours required for each of these tie-ins? See guidelines under Section 00 50 01.

40. No. 4.2.2. of the “CONTRACT” states:

4.2.2. The 400 calendar days given in 4.2.1 includes 60 calendar days for which only ofsite work is allowed. See Special Provisions Section 1.27.

The “See Special Provisions Section 1.27” referred to in the Contract is titled “Payment for Stockpiled or Stored Material”. This section does not contain any information regarding

4.2.2 of the “CONTRACT”. What is the correct Section No. in the Special Provisions that refers to 4.4.2 of the “CONTRACT”? Both the Special Provisions Section 01200 and Sample Agreement section 00 52 13 are deleted in their entirety and are being reissued in this addendum. Note the actual contract for execution will be prepared by SWBNO Legal Department after receipt of acceptable bid proposals.

41. In the event of conflicting provisions, which document takes precedence, the “General Conditions” as amended by the “Supplemental Conditions” or the “General Specifications”? The Special Provisions Section 01200 is deleted in its entirety and is being reissued in this addendum. See Section 1.01 of the Special

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Provisions.

The lead time for the 30”, 36” & 48” pipe fittings and valves could be six (6) months. Will the Notice to Proceed (NTP) be delayed until the materials become available? This addendum revises the duration to 420 calendar days. Plans are to issue the NTP within the specified times after the contract is executed, without delays.

42. Assuming the S&WB will want to “use or occupy” the four (4) areas, TM001, TM007, TM008 and TM009 as the work is completed at diferent times during the contract period, LA Public Bid Law mandates substantial completion to be completed for any part of the contract before it is occupied or put into use. Will the S&WB issue substantial completions, as per LA Public Bid Law, for each of the four (4) areas listed above and in these bid documents when these are meet the criteria above.

SWBNO will issue substantial completion for recording by the Contractor as per the Contract and applicable laws.

43. The four (4) set of plans are signed by design engineers and are not signed by the S&WB. Please provide plans signed the S&WB. Plans will remain as advertised with exception of those pages noted in this addendum.

44. In addition, since the work is taking place within the City of New Orleans right of ways, please provide plans signed and approved by the City of New Orleans. The following questions pertain to the “General Conditions” and the “Supplemental Conditions” of the bid documents. Plans will remain as advertised with exception of those pages noted in this addendum.

45. “General Conditions” and the “Supplemental Conditions”, ( hereinafter called “SC”) of the bid documents, specifically, but not limited to, Article 10.5, dictates the conditions of which a Contractor can submit claims for additional work which can include claims for damages for delays caused in whole or in part by S&WB. In practice, these time limits do not reflect the nature of some types of claims that can start early in the project and run its course to the end of the project and take months for a Contractor to determine the costs. In addition, Article 14, says unless the “Engineer” acknowledges a claim in writing as unsettled before Final Payment, which would include retainage, all claims are waived. This is contrary the LA Public Bid, LA RS38:2291, regarding the payments under the contract and LA Public Bid below. Clearly the “General Conditions” and the “Supplemental Conditions” purport to extinguish the rights of a Contractor to submit a claim for damages due to delays within the timeframes as prescribed by LA Law and according to this provision it is void and unenforceable. Please remove these sections to conform with LA Public Bid or provide the legal basis for leaving the sections in these bidding

Pa g e 7 | 12 documents. General Conditions and Supplemental Conditions will remain as advertised with exception of those pages noted in this addendum.

Please furnish the bidders of the copies of the actual “Change Order” form referred to in the “General Conditions” and the “Supplemental Conditions” of the bid documents that will be used on this project.

Change Orders will be prepared by the consultant administering the work as necessary for the work of the Contract. They will be in a form acceptable to both the Contractor and SWBNO.

46. Is any type of Builders Risk Insurance required for this Contract? Note Supplementary Conditions paragraph 5.04.C.3.f(1).

47. “Supplemental Conditions” no. SC-2.01 states:

SC-2.01. Delete the wording “and Owner” and “each” in line 2, change “other” to “owner” in line 3, delete “and owner respectively” and change “are” to “is” in line 7 in Paragraph 2.01.B.

The words “and Owner” and “each” do not exist in line 2. The word “other” does not exist on line 3 of Article 2.01A. The word “other” does exist in Article 2.01B. but replacing it the word “owner” makes the sentence nonsensical. What, if any, are the correct changes to Articles 2.01A and 2.01B? The wording is correct. The intent is that in both places Paragraph 2.01.B is referenced.

48. Please furnish the bidders of the copies of the “Field Order” form referred to in the “General Conditions” and the “Supplemental Conditions” of the bid documents that will be used on this project. Field Orders will be prepared by the consultant administering the work as necessary for the work of the Contract. They will be in a form acceptable to both the Contractor and SWBNO.

49. SC-14.02 states:

14.02.D.4. Items entitling Owner to retain set-ofs from the amount recommended, including but not limited to:

14.02.D.4.a.(5). Overtime worked by Contractor necessitating Engineer, and their oficers, directors, members, partners, employees, agents, and other consultants and subcontractors of each, Resident Project Representative or Resident Project Representative’s Site staf, if any, to work extraordinary overtime in accordance with Paragraph 6.02.C. of these Supplementary Conditions.

If the Contractor is required to perform certain after normal working hours or within a certain number of hours, will the Owner be entitled to a “set-of” for the “overtime” costs mentioned above 14.02.D.4.a.(5)? If the answer is yes, please let the bidders know what work must be done after normal working hours and/ or work that must be within done a

Pa g e 8 | 12 certain time frame so that the associated costs can be included in the bids. No work done in compliance with SWBNO required scheduling times is considered extraordinary overtime for the Resident Project Representative or Resident Project Representative’s Site staf.

50. SC-4.02 states:

SC-4.02. Add the following new paragraph(s) immediately after Paragraph 4.02.B:

4.02.C. The following reports of explorations and tests of subsurface conditions at or contiguous to the Site are known to Owner:

There are no names after following the colon in the verbiage above. Please provide the report names the names, if any, of the reports referred to in 4.02.C. Otherwise, bidders are left to assume the there are no reports. Correct assumption.

51. In the supplemental conditions, under Article 5.07” Waiver of Rights”, it states:

SC-5.07. Delete third sentence of Paragraph 5.07.A in its entirety and insert the following in its place:

The third sentence referred to above is the last sentence of 5.07.A.

SC-5.07. Delete the last sentence of Paragraph 5.07.A in its entirety and insert the following in its place:

This change says to delete the last sentence, which is the third sentence that was deleted and inserted in the first change above.

Please provide Article 5.07 Waiver of Rights as amended by the Supplemental Conditions.

Note GC 5.07.A. consists of four (4) sentences before modification by the SC.

52. SC-6.11 says:

SC-6.11. Add the following language to the end of Paragraph 6.11.D: …

Article 6.11.D. already exists

SC-6.11 refers to ”D. Water and Other Utilities” and “E. Hydrant Connections” but Article

6.11 D refers to “Loading Structures”. ”Loading Structures” does not appear to go with “Water and Utilities” in the same section 6.11.D. Should these to insertions be renamed “E.” and “F” maybe? If not provide Article 6.11, in its entirety, as amended by the “Special Conditions”. Noted.

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53. Please furnish the bidders of the copies of the “Work Change Directive” form referred to in the “General Conditions” and the “Supplemental Conditions” of the bid documents that will be used on this project. Work Change Directives will be prepared by the consultant administering the work as necessary for the work of the Contract. They will be in a form acceptable to SWBNO.

54. TM007 Plan sheet 4 of 30 - Page 17

a. 30" water crosses sewer. Ofset under? Need casing? The ofset shown near this sewer may need to be field adjusted based on the actual sewer location uncovered during construction. Plan is for sewer to remain undisturbed and not cased.

b. Required compression fit liner (HDPE Insert)? Not on this sheet

55. What is the correct contract time? This addendum revises the duration to 420 calendar days.

56. Is builder's risk required? Note Supplementary Conditions paragraph 5.04.C.3.f(1).

57. Is job tax exempt? N/A

58. How many consecutive intersections are allowed to be closed at one time? For how long? Proposed schedule, sequencing, trafic, and closure plans will be reviewed and consideration given for length of closures before specific number of intersections is set.

59. What's the funding source? SWBNO

60. On Spruce at Cambronne, at Dante and at Dublin, is the new 8" water main to be connected to the 30" Compression Fit line? No. The new 8” water main only connects to the new 30” water main at the Spruce/Monroe intersection.

61. Is pressure monitoring required for the existing transmission lines when line stops are installed? SWBNO will perform pressure monitoring as necessary for SWBNO to operate and maintain their system.

62. On Spruce at Monroe, it appears there is not enough space to install the new 30" water main along side the existing sewer manhole. Should this sewer manhole be removed and relocated? Will payment be made under item C742(55) Install Sewer Manhole? The intent is to remove the existing 30” water main and install the new 30” ductile iron water main in its same location. The trench can be modified around the sewer manhole to install the new 30” water main adjacent to the existing sewer manhole.

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63. 57 Stone for bedding? Yes

64. On Florida Ave, Can 24" temporary line be installed above ground? If it must be buried, can the line be flowfilled once abandoned? The temporary line can be installed above ground. That line is to be removed when no longer needed.

65. How many transmission lines can be shut of at one time? See guidelines under Section 00 50 01.

66. How long can a transmission line be shut of for?

See guidelines under Section 00 50 01.

67. There are numerous pay items with zero quantity, please provide the correct quantity for those pay items that are zero. See attached Revised UniformPublic Work Bid Form

68. TM008 uses “High Performance Geogrid” beneath the roadway. There is no proposal item for this work. See attached Revised UniformPublic Work Bid Form

69. Why is the driveway on sheet 19 of TM008 removed at no direct pay? There is an item to remove walks and drives. That callout is hereby being REVISED from “REQ’D REMOVE EX. DRIVEWAY, AT NO DIRECT PAY” to read “REQ’D REMOVE EX.

DRIVEWAY”.

70. Plan sheet 4 legend note 4 for TM009 shows slab sodding at no direct pay, however there is a pay item C714(51) for sodding. Can you provide a quantity of all sod to be done at no direct pay? See attached Revised UniformPublic Work Bid Form Location of sodding will be determined on case-by-case basis and paid for at the established unit price. Estimated quantity is provided.

71. Proposal Item CSD701-02 Is Duplicated on the bid form. See attached Revised UniformPublic Work Bid Form

72. Do any existing curbs to be demoed have granite insets? None that we are aware of currently.

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73. Site TM001 on Sixth Street calls for a RCPA 18x11. There is no bid item for 18x11 RCPA. Where is it to be paid? See attached Revised UniformPublic Work Bid Form

74. Site TM007 on Willow Street calls for approximately 559 LF of 18” RCP to be installed. There is no bid item for 18” RCP. Where is it to be paid? See attached Revised UniformPublic Work Bid Form

75. The bid item form appears to have duplicate items and missing items. Please clarify the bid item form. See attached Revised UniformPublic Work Bid Form

76. For open cut pipe installation, is there a certain depth at which steel sheeting TRS is required? Will timber sheeting and trench boxes be acceptable for all open cuts? All open cuts and trenching must comply with OSHA and any other existing regulations and requirements. Timber sheeting and trench boxes will not be allowed in place of steel sheeting for work on the TM-009 box culvert on Leonidas. Elsewhere, compliant timber sheeting and trench boxes are allowable for open cut pipe installation.

77. The pulling pit at TM009 Spruce St and Carrollton appears to have clearance issues for installation due to low hanging live oaks. Are the live oaks approved to be trimmed? Contractors may submit proposed locations of the pulling pits to avoid constructability issues. Trimming of live oaks has not been preapproved by Parks and Parkways.

78. Is it known if the existing 30” main to be removed has asbestos wrap at pipe joints?

It is not known.

79. Will intermediate pits be required between pulling and receiving pits? Contractor may submit proposed locations of the pulling pits and intermediate pits.

80. For the compression line tie in at Cadiz St, will a pull or receiving pit be needed?

Yes, see note on TM007 Sheet 11 of 30.

81. Is there a pressure/flow requirement for the bypass pumping? Preferred type of pipe for bypass pumping? Is the expectation to have bypass piping laid directly on the ground? Bypass piping will be pressure tested and chlorinated to the same requirements as any line being added to the SWB system. HDPE piping laid on the ground and protected from damage is expected to be submitted but other options presented by a contractor in the submittal process will be considered.

“RE-BUILDING THE CITY’S WATER SYSTEMS FOR THE 21ST CENTURY”

Sewerage & Water Board OF NEW ORLEANS

625 ST. JOSEPH STREET

NEW ORLEANS, LA 70165 • 504-529-2837 OR 52-WATER

www.swbno.org

82. Is the existing 50” water main at the TM008 Florida Ave & Elysian Fields Ave site to be dug out and removed or plugged and pumped with flowable fill? Contractor will have the option to plug and fill or remove and backfill, except where required to remove for construction of the new main. Removal or abandonment and associated work shall be at no direct pay.

The above revisions shall be incorporated in and take precedence over any conflicting part of the original proposal documents. This addendum is hereby officially made a part of the referenced proposal.

Receipt of this addendum shall be acknowledged by inserting its number and date in the space provided on the Louisiana Uniform Public Works Bid Form.

This addendum consists of one (12) pages.

*** END OF ADDENDUM ***

http://www.swbno.org/

TABLE OF CONTENTS 00 11 10 - 1

TABLE OF CONTENTS

PROCUREMENT REQUIREMENTS

00 11 10 Table of Contents ................................................................................ 1 - 2 00 11 13 Advertisement for Bids ........................................................................ 1 - 1 00 21 13 Instructions to Bidders ....................................................................... 1 - 12 00 21 13.01 Conflict of Interest Disclosure Affidavit ................................................ 1 - 1 00 21 13.02 Convicted Felon Affidavit ..................................................................... 1 - 1 00 21 13.03 Non-Solicitation Affidavit ...................................................................... 1 - 1 00 40 00 Procurement Forms and Supplements ................................................ 1 - 1 00 41 13 Louisiana Uniform Public Work Bid Form ............................................ 1 - 1 00 41 13 Louisiana Uniform Public Work Bid Form – Unit Price Form.............. 2 - 23

00 42 13 Voluntary Extensions of the Award of Contract .................................... 1 - 1 00 43 13 Bid Bond ............................................................................................... 1 - 2 00 45 54 Affidavit of Noncollusion ....................................................................... 1 - 1 00 47 17 Disadvantaged Business Enterprise Program ..................................... 1 - 10 00 47 17.10 Economically Disadvantaged Business Participation Summary Sheet ..1 - 1

CONTRACTING REQUIREMENTS

CONTRACTING FORMS

00 50 01 Guidelines for Sequencing .................................................................. 1 - 2 00 52 13 Agreement ........................................................................................... 1 - 8

PROJECT FORMS

00 61 13.13 Payment and Performance Bond Form ............................................... 1 - 3

CONDITIONS OF THE CONTRACT

00 72 00 General Conditions.......................................................................i-iii; 1- 40 00 73 00 Supplementary Conditions ................................................................ 1 - 20

ATTACHMENTS TO SUPPLEMENTARY CONDITIONS

No. 1 – S&WB Drug-Free Work Place Policy – Contractor Requirements No. 2 – S&WB Safety Orientation Notice No. 3 – S&WB Electrical Safety Clearance Procedure No. 4 – S&WB Storm Water Pollution Prevention Plan No. 5 – Equal Employment Opportunity Requirements No. 6 – Lobbying Restrictions No. 7 – Letter of No Adverse Effect to Historic Properties with Conditions from FEMA

00 41 14 Affidavit .............................................................................................. 1 - 1

TABLE OF CONTENTS 00 11 10 - 2

TABLE OF CONTENTS

00 731.A FEMA Clauses .................................................................................. 1 - 12 00 731.B WIFA Required Clauses for Contract Documents.............................. 1 - 22

ATTACHMENTS TO SUPPLEMENTARY CONDITIONS FOR WIFIA

No. 1 - Categorical Exclusion and Extraordinary Circumstances Review Form No. 2 - Federal Cross-Cutting Authorities Review Memorandum

00 750 Section 3 Plan ..................................................................................... 1 - 6 00 760 General Wage Rates ........................................................................... 1 - 6

SPECIAL PROVISIONS

01200 Part I – Special Provisions ................................................................. 1 - 19 01200 Part II – Supplemental technical Specifications ................................ 20 - 49 01200 Part III – Special Items ..................................................................... 50 - 80 01 40 00 SWB SWPP & BMP Requirements ................................................... 1 - 10

APPENDIXES (Bound Separately)

APPENDIX A – Standard Drawings Sewerage and Water Board of New Orleans

APPENDIX B – Standard Drawings City of New Orleans of New Orleans Dept. of Public Works

APPENDIX C – TM001 Sixth Street Transmission Main Specifications

APPENDIX D – TM007 Magnolia, Joseph, and Willow Transmission Main Specifications

APPENDIX E – TM008 Cohn Street, Carrollton Over Palmetto Canal, Florida Ave and Elysian Fields, and Other Water Mains

APPENDIX F – TM009 Spruce Street Transmission Main

APPENDIX G – General Specifications for Street Paving, 2015 Edition, Department of Public Works, City of New Orleans, Louisiana sdiehl Highlight

Kimberly BARNES Highlight

CONFLICT OF INTEREST DISCLOSURE AFFIDAVIT

STATE OF _____________________________________

PARISH/COUNTY OF __________________

Before me, the undersigned authority, came and appeared ___________________________ who, being first duly sworn, deposed and said that:

He/She is ________________________________ and authorized representative of ___________________________, Hereafter called “Bidder.”

The Respondent hereby confirms that a conflict(s) of interest exists /does not exist/may exist (circle one) in connection with this solicitation which might impair Respondent’s ability to perform if awarded the contract, including any familial or business relationships that the Respondent, the proposed subcontractors, and their principals have with the Board officials or employees.

(If a conflict(s) of interest exists and/or may exist, describe in a letter the nature of the conflict, the parties involved and why there is a conflict. Attach said letter to this form).

Respondent Representative (Signature)

(Print or type name)

(Address)

SWORN TO AND SUBSCRIBED BEFORE ME

THIS DAY OF 20______.

NOTARY PUBLIC (Signature) NOTARY PUBLIC (Print Name)

Notary ID#/Bar Roll# __________________

00 21 13.01

CONVICTED FELON AFFIDAVIT

STATE OF _______________________________

PARISH/COUNTY OF _____________________

Before me, the undersigned authority, came and appeared , who, being first duly sworn, deposed and said that:

1. He/She is the and authorized representative of

, hereafter called “Contractor.”

2. The Contractor complies with City Code Section 2-8 (c) for the City of New Orleans.

3. No Contractor principal, member, or officer has, within the preceding five years, been convicted of, or pled guilty to, a felony under state or federal statutes for embezzlement, theft of public funds, bribery, or falsification or destruction of public records.

Proposer Representative (Signature)

(Print or type name) (Address)

Sworn to and subscribed before me, in (CITY/STATE) ____________________________

This day of (MONTH) _____________________ , 20 .

Notary Public

Notary Identification No./Bar Roll No.

00 21 13.02

NON-SOLICITATION AFFIDAVIT

STATE OF _______________________________

PARISH/COUNTY OF _____________________

Before me, the undersigned authority, came and appeared , who, being first duly sworn, deposed and said that:

1. He/She is the and authorized representative of ____________ hereafter called “Contractor.”

2. The Contractor has not employed or retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure the subject contract. The

Contractor has not paid or agreed to pay any person, other than a bona fide employee working for Contractor, any fee, commission, percentage, gift, or any other consideration contingent upon or resulting from the subject contract.

Contractor Representative (Signature)

(Print or type name) (Address)

Sworn to and subscribed before me, in , Louisiana, this day of , 20 .

Notary Public

Notary Identification No./Bar Roll No.

00 21 13.03

SECTION 00 40 00 – PROCUREMENT FORMS AND SUPPLEMENTS

PART 1 - GENERAL

1.1 FORMS

A. Use the following forms for the specified purposes unless otherwise indicated elsewhere in the Contract Documents.

B. Bid Forms:

1. Section 00 41 13 Louisiana Uniform Public Work Bid Form

2. Section 00 41 13 Louisiana Uniform Public Work Bid Form – Unit Price Form

3. Section 00 41 13 Sections 1-2 through 1-6 – Additional Requirements

C. Procurement Form Supplements:

1. Section 00 42 13: Voluntary Extensions of the Award.

2. Section 00 43 13: Bid Bond Form.

D. Representations and Certifications:

1. Section 00 47 17: Disadvantaged Business Enterprise Program.

2. Section 00 47 17.10: Economically Disadvantaged Business Participation

Summary Sheet.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 00 40 00

PROCUREMENT FORMS AND SUPPLEMENTS 00 40 00 - 1

LOUISIANA UNIFORM PUBLIC WORK BID FORM

TO: Sewerage and Water Board of New Orleans Purchasing Department, Room 133 625 St. Joseph St New Orleans, LA 70165

BID FOR: Contract No. 2171, TM1789 Water Transmission Main Replacements

The undersigned bidder hereby declares and represents that she/he; a) has carefully examined and understands the Bidding Documents, b) has not received, relied on, or based his bid on any verbal instructions contrary to the Bidding Documents or any addenda, c) has personally inspected and is familiar with the project site, and hereby proposes to provide all labor, materials, tools, appliances and facilities as required to perform, in a workmanlike manner, all work and services for the construction and completion of the referenced project, all in strict accordance with the Bidding Documents prepared by: Evans-Graves Engineers, Inc. and dated: June 11, 2026; Hartman Engineering, Inc and dated June 24, 2026; Neel-Schaffer, Inc. and dated June 23, 2026;

and Linfield, Hunter & Junius, Inc. dated June 15, 2026

Bidders must acknowledge all addenda. The Bidder acknowledges receipt of the following ADDENDA: (Enter the number the Designer has assigned to each of the addenda that the Bidder is acknowledging)

TOTAL BASE BID: For all work required by the Bidding Documents (including any and all unit prices designated “Base Bid”

* but not alternates) the sum of: Dollars ($ )

ALTERNATES: For any and all work required by the Bidding Documents for Alternates including any and all unit prices designated as alternates in the unit price description.

NOTE TO BIDDERS: (Insert Applicable Notes if Alternates are required)

NAME OF BIDDER:

ADDRESS OF BIDDER:

LOUISIANA CONTRACTOR’S LICENSE NUMBER:

NAME OF AUTHORIZED SIGNATORY OF BIDDER:

TITLE OF AUTHORIZED SIGNATORY OF BIDDER:

SIGNATURE OF AUTHORIZED SIGNATORY OF BIDDER **:

DATE:

* The Unit Price Form shall be used if the contract includes unit prices. Otherwise it is not required and need not be included with the form. The number of unit prices that may be included is not limited and additional sheets may be included if needed.

** If someone other than a corporate officer signs for the Bidder/Contractor, a copy of a corporate resolution or other signature authorization shall be required for submission of bid. Failure to include a copy of the appropriate signature authorization, if required, may result in the rejection of the bid unless bidder has complied with La. R.S. 38:2212(A)(1)(c) or RS 38:2212(O) .

BID SECURITY in the form of a bid bond, certified check or cashier’s check as prescribed by LA RS 38:2218.A is attached to and made a part of this bid v1 00 41 13 - 1

TO: BID FOR: Contract No. 2171 TM1789 - Water Tranmission Main Replacement 21031

New Orleans, LA 70165

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C202(52)(C) 13698.0 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C202(52)(D) 3772.6 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C202(52)(F) 6872.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C202(52)(I) 5061.9 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C203(51) 6728.2 CY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C701(54)(F) 472.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C203(58) 2100.9 CY

LOUISIANA UNIFORM PUBLIC WORK BID FORM

UNIT PRICE FORM

Purchasing Department, Rm 133

_x_Base Bid or ___Alt. # ____ REINFORCED CONCRETE ARCHED PIPE (18" X 11")(CLASS IV)

_x_Base Bid or ___Alt. # ____ UNSUITABLE SUBGRADE EXCAVATION AND SAND FILLING

_x_Base Bid or ___Alt. # ____ REMOVAL AND DISPOSAL OF EXISTING CURB AND GUTTER BOTTOM

_x_Base Bid or ___Alt. # ____ REMOVAL AND DISPOSAL OF EXISTING ASPHALTIC CONCRETE PAVEMENT

_x_Base Bid or ___Alt. # ____ ROADWAY EXCAVATION

Sewerage and Water Board of New Orleans

NAME OF BIDDER:

625 St. Joseph Street

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

_x_Base Bid or ___Alt. # ____ REMOVAL AND DISPOSAL OF EXISTING PORTLAND CEMENT CONCRETE PAVEMENT

_x_Base Bid or ___Alt. # ____ REMOVAL AND DISPOSAL OF EXISTING SIDEWALK, DRIVEWAY, FOOT LAP (CONCRETE, BRICK, ASPHALT, ETC.)

Wording for "DESCRIPTION" is to be provided by Owner.

All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner. Page 2 of 23

21031

New Orleans, LA 70165

LOUISIANA UNIFORM PUBLIC WORK BID FORM

UNIT PRICE FORM

Purchasing Department, Rm 133

Sewerage and Water Board of New Orleans

NAME OF BIDDER:

625 St. Joseph Street

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

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C203(59) 20450.7 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C203(60) 19038.7 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C302(51) 4689.7 CY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C402(51) 629.0 CY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C502(53)-1 16081.9 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C502(53)-2 14961.9 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C509(51) 1804.1 SY

_x_Base Bid or ___Alt. # ____ COLD PLANING ASPHALTIC PAVEMENT (2.5" AVERAGE THICK)

_x_Base Bid or ___Alt. # ____ GEOTEXTILE FABRIC FOR STABILIZATION

_x_Base Bid or ___Alt. # ____ 2” THICK SUPERPAVE ASPHALTIC CONCRETE WEARING COURSE

_x_Base Bid or ___Alt. # ____ 5” THICK SUPERPAVE ASPHALTIC CONCRETE BINDER COURSE

_x_Base Bid or ___Alt. # ____ GEOGRID

_x_Base Bid or ___Alt. # ____ BASE COURSE

_x_Base Bid or ___Alt. # ____ TRAFFIC MAINTENANCE AGGREGATE

All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner. Page 3 of 23

21031

New Orleans, LA 70165

LOUISIANA UNIFORM PUBLIC WORK BID FORM

UNIT PRICE FORM

Purchasing Department, Rm 133

Sewerage and Water Board of New Orleans

NAME OF BIDDER:

625 St. Joseph Street

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

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C601(54) 2670.0 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C701(53(E) 64.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C701(53(F) 1068.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C701(72) 150.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C701(53(I) 93.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C701(68)E 4.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C701(53)(F)(1) 406.0 LF

_x_Base Bid or ___Alt. # ____ POINT REPAIR OF EXISTING DRAINLINES UP TO 10 FEET (12")

_x_Base Bid or ___Alt. # ____ REINFORCED CONCRETE PIPE 15" (CLASS IV)

REINFORCED CONCRETE PIPE (15")

_x_Base Bid or ___Alt. # ____ Collector Line to Catch Basins for Drain House Connections (6")

_x_Base Bid or ___Alt. # ____ REINFORCED CONCRETE PIPE (24")

_x_Base Bid or ___Alt. # ____ REINFORCED CONCRETE PAVEMENT (8" THICK)

_x_Base Bid or ___Alt. # ____ REINFORCED CONCRETE PIPE (12")

_x_Base Bid or ___Alt. # ____

All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner. Page 4 of 23

21031

New Orleans, LA 70165

LOUISIANA UNIFORM PUBLIC WORK BID FORM

UNIT PRICE FORM

Purchasing Department, Rm 133

Sewerage and Water Board of New Orleans

NAME OF BIDDER:

625 St. Joseph Street

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

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C701(74) 605.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C702(52)J 40.5 FTHT

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C702(58) 10.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C702(53)L 31.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C702(53)M 10.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C706(51) 2415.1 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C706(52) 1018.1 SY

_x_Base Bid or ___Alt. # ____ SINGLE VERTICAL CATCH BASIN

_x_Base Bid or ___Alt. # ____ CONCRETE SIDEWALK (4" THICK)

_x_Base Bid or ___Alt. # ____ CONCRETE DRIVEWAY (6" THICK)

_x_Base Bid or ___Alt. # ____ NO.1 STANDARD DRAIN MANHOLE

_x_Base Bid or ___Alt. # ____ SINGLE COMBINATION CATCH BASIN MANHOLE (8319-D)

_x_Base Bid or ___Alt. # ____ TYPE C CATCH BASIN ADJUSTMENT

_x_Base Bid or ___Alt. # ____ REMOVAL AND DISPOSAL OF EXISTING DRAIN LINES (NOT IN SAME TRENCH) INCLUDING SAND BACKFILLING

All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner. Page 5 of 23

21031

New Orleans, LA 70165

LOUISIANA UNIFORM PUBLIC WORK BID FORM

UNIT PRICE FORM

Purchasing Department, Rm 133

Sewerage and Water Board of New Orleans

NAME OF BIDDER:

625 St. Joseph Street

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

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C706(58) 70.0 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C706(61) 8.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C706(62) 12.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C707(55) 396.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C707(56) 236.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C707(59) 7701.4 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C707(60) 20.0 LF

_x_Base Bid or ___Alt. # ____ 6" CONCRETE BARRIER CURB & GUTTERBOTTOM OR ROLLING STRIP

_x_Base Bid or ___Alt. # ____ CONCRETE MOUNTABLE CURB WITH DOWELS

_x_Base Bid or ___Alt. # ____ 6" CONCRETE BARRIER CURB WITH DOWELS

_x_Base Bid or ___Alt. # ____ CONCRETE MOUNTABLE CURB AND GUTTER BOTTOM

_x_Base Bid or ___Alt. # ____ RELAYING BRICK PAVERS

_x_Base Bid or ___Alt. # ____ LETTER OR NUMBER FOR TILE STREET NAME

_x_Base Bid or ___Alt. # ____ RESETTING TILE STREET NAME

All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner. Page 6 of 23

21031

New Orleans, LA 70165

LOUISIANA UNIFORM PUBLIC WORK BID FORM

UNIT PRICE FORM

Purchasing Department, Rm 133

Sewerage and Water Board of New Orleans

NAME OF BIDDER:

625 St. Joseph Street

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

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C732(52) 1.0 LS

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(51)(C)(1) 4895.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(51)(C)(2) 440.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(51)(E) 209.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(51)(E)(1) 45.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(51)(H)(2) 120.0 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(51)(J)(2) 1928.0 LF

_x_Base Bid or ___Alt. # ____ 20” DUCTILE IRON NEW WATER MAIN w/MAIN LINE FITTINGS

_x_Base Bid or ___Alt. # ____ 30” DUCTILE IRON NEW WATER MAIN w/MAIN LINE FITTINGS

_x_Base Bid or ___Alt. # ____ 8" DUCTILE IRON NEW WATER MAIN WITH MAIN LINE FITTINGS

_x_Base Bid or ___Alt. # ____ 12" PVC NEW WATER MAIN WITH MAIN LINE FITTINGS

_x_Base Bid or ___Alt. # ____ 12” DUCTILE IRON NEW WATER MAIN w/MAIN LINE FITTINGS

_x_Base Bid or ___Alt. # ____ PLASTIC PAVEMENT STRIPING

_x_Base Bid or ___Alt. # ____ 8" PVC NEW WATER MAIN WITH MAIN LINE FITTINGS

All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner. Page 7 of 23

21031

New Orleans, LA 70165

LOUISIANA UNIFORM PUBLIC WORK BID FORM

UNIT PRICE FORM

Purchasing Department, Rm 133

Sewerage and Water Board of New Orleans

NAME OF BIDDER:

625 St. Joseph Street

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

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(52)(B) 15.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(52)(C) 22.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(52)(E) 1.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(54) 15.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(55)(A) 324.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C741(55)(B) 4.0 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C7…