Addendum 2.pdf

Request for Bids

B2025000012 FY25 SMALL DIAMETER SAS REHAB –

TRENCHLESS PROJECT NO. 3098.00

ADDENDUM NO. 2

Bid Proposals Due: Wednesday, March 26th, 2025, at 1:30 PM

B2025000012: Addendum No. 2

B2025000012, Addendum No. 2 is to address questions received from Bidders, provide attachments 1-5 to support the responses, and to provide the updated Bid Proposal Form.

When submitting bids, please ensure that you submit the Bid Proposal Form clearly marked as the “Revised Bid Form”.

2201 San Pedro Dr. NE | Building 4, Suite 200 | Albuquerque, NM 87110 | 505-884-0700 | smithengineering.pro

ADDENDUM NO. 2

DATE: March 10, 2025

PROJECT: FY25 Small Diameter SAS Rehab – Trenchless

PROJECT NO.: 3098.00

TO: ALL BIDDERS OF RECORD

This Addendum forms a part of the Contract Documents and modifies or supplements the Project Manual or the Drawings as indicated below. All other provisions of the Contract Documents shall remain unchanged. This Addendum is hereby made a part of the Contract Documents to the same extent as those provisions contained in the original documents and all itemized listings thereof. Bidders shall acknowledge receipt of this Addendum in the appropriate space on the Work Order Offer form.

A. Questions/Answers

1. Question: Section 33 01 30.72, part 3.3: Would you consider specifying and mandating the use of VeriCure for temperature monitoring of the CIPP lining as part of the QA/QC process? VeriCure software is tailored for CIPP installation professionals. Real-time data viewing allows you to monitor and control the cure for maximum quality and efficiency along the entire length of the pip. VeriCure software also ensures that the entire length of the liner has met and maintained the proper cure temperature according to the manufacture’s guidelines, while also monitoring cool down. The final data is summarized in a gradient chart to show temperature change over time. Attached is our VeriCure submittal flyer, in which pages 6-14 provide a full product overview. Specifying VeriCure will ensure monitoring throughout the entire line to ensure a proper cure according to the manufacturer in lieu of an undefined number of temperature gauges.

https://vortexinfrastructure-my.sharepoint.com/:f:/g/personal/ccalabro_vortexcompanies_com/EqdgMVa3FsBNi49 uVIZ58hoBiHpFdZ-z2kkMxrFfm2dqLQ?e=foaCmd Answer: No.

2. Question: Section 33 01 30.81, part 2.2.B: Would you consider Quadex Hyperform as an approved fast-setting cementitious patching material for this project? Quadex Hyperform® is a one component, rapid setting, high early strength cementitious patching material designed for repairing vertical and horizontal concrete and masonry structures. Hyperform sets in 30 minutes or less, allowing it to used to build back inverts, repair patches, or small holes in pipe. https://vortexinfrastructure-my.sharepoint.com/:f:/g/personal/ccalabro_vortexcompanies_com/EqSxfftTeDRGj0V8x nhpRikBcBsUorL1NEFVd17NJEtamw?e=FIa4yq Answer: Yes, if Quadex Hyperform meets the requirements of Specification 33 01 30.81.

3. Question: Section 33 01 30.81, part 2.2.C: Would you consider Quadex Quad-Plug as an approved rapid-setting, leak-stopping cementitious material for this project? Quadex

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Quad-Plug® is a blend of special cements and admixtures which are designed to instantly stop running water or seepage in all types of concrete and masonry structures.

Quad-Plug quickly stops infiltration by setting in one minute or less.

https://vortexinfrastructure-my.sharepoint.com/:f:/g/personal/ccalabro_vortexcompanies_com/EuI4PWYt24NNnwY ppwAtM78BZE4f8P3CCQp8kJxG_cNsNg?e=hZfrdo Answer: Yes, if Quadex Quad-Plug meets the requirements of Specification 33 01 30.81.

4. Question: Section 33 01 30.81, part 2.2.D: Would you consider Quadex I&I Guard-PRF as an approved active infiltration-stopping polyurethane grout for this project? Quadex I&I Guard®- PRF is an environmentally friendly two-part poly urethane grout used to stop high flow infiltration. Easy injection method creating curtain of grout on the outside of underground structures. Super-fast cure allows for immediate reduction in infiltration.

Best when used in conjunction with Quadex® branded rehab systems. Please let me know if you have any questions or require any additional information.

https://vortexinfrastructure-my.sharepoint.com/:f:/g/personal/ccalabro_vortexcompanies_com/ErY8Glt9dYJPl7dbW 99OKtYBTtdYtvOe0Y9WwhQh1W1aFg?e=Dk5Ike Answer: Yes, if Quadex I&I Guard-PRF meets the requirements of Specification 33 01 30.81.

5. Question: 5. Section 33 01 30.81, part 2.2.E: Would you consider Quadex GeoKrete as an approved cementitious manhole lining material and Calcium Aluminate alternative for this project? Quadex GeoKrete® is a fully structural and corrosion-resistant geopolymer mortar that provides exceptional protection in environments with high hydrogen sulfide levels. This eco-friendly, one-component material is easy to use— simply add water. It is formulated from industrial byproducts, enhanced with monocrystalline quartz aggregate, ensuring superior physical properties and chemical resistance. Key Features and Benefits: - High Performance: Compressive strength exceeding 8,000 psi, flexural strength over 800 psi, and excellent bond strength of 3,000 psi after just 28 days. - Corrosion Resistance: With 0% mass loss in sulfuric acid immersion at pH 1.0, GeoKrete withstands harsh wastewater conditions and temperatures over 212°F (100°C). - Low Permeability: Extremely low permeability ensures effective prevention of groundwater infiltration. - Versatile Application: Ideal for structural restoration of large diameter pipes, culverts, tunnels, manholes, and treatment plant structures. https://vortexinfrastructure-my.sharepoint.com/:f:/g/personal/ccalabro_vortexcompanies_com/EvvI5NRV2EdOngdh 6QxsCEYBEcyPOBafNXh1d4FpJUj15w?e=JWk4dh Answer: No, Quadex GeoKrete does not meet the requirements of Specification 33 01

30.81 and is considered a substitution.

6. Question: Section 33 01 30.81, part 2.2.F: Would you consider Quadex Structure Guard as an approved 100% solids epoxy coating for this project? Quadex® Structure Guard® is a 100% solids, high-build epoxy coating that provides both long-term corrosion protection and structural enhancement for critical wastewater infrastructure. This includes manholes, pump stations, treatment plants, and any other facilities that experience high levels of corrosion and abrasion. Whether in municipal or industrial applications, Structure Guard is formulated to withstand the most aggressive and

C:\Users\dtagaban\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\EB463M5G\3098.00 FY25 Small Diameter SAS Rehab turbulent environments, ensuring that your infrastructure remains reliable and effective. Key Features and Benefits: - Exceptional corrosion and abrasion resistance - Fast-setting cure times: - Re-coat in 2 hours - Light loading in 1 hour - Immersion in 4 hours - Full chemical cure in 24 hours - Solvent-free with no VOCs, ensuring a safer application environment https://vortexinfrastructure-my.sharepoint.com/:f:/g/personal/ccalabro_vortexcompanies_com/En1bGKVR35dIvnSE h0MY3xMBKbZs8t3X3jKVL_6JRxs8iw?e=8HGxxU Answer: Yes, if Quadex Structure Guard meets the requirements of Specification 33 01 30.81.

7. Question: Will you approve the Madewell mortar and epoxy for this project DS-5 and ML-72? Also, will you approve of the Cretex Pro Ring(adjustment Grade Ring) for this Project? I can provide documentation for the material.

Answer: Yes, if Mainstay DS-5 Epoxy meets the requirements of Specification 33 01

30.81. No, Mainstay ML-72 does not meet the requirements of Specification 33 01 30.81 and is considered a substitution. No, Cretex Pro Ring is not approved.

8. Question: Do contractors need to be pre-qualified to bid the project?

Answer: No, however, there is a “General Contract Qualification” form. Please refer to Part II, Special Instructions, Section 6.1, General Contractor Qualifications.

9. Question: What about contractors out of state?

Answer: Contractors and Subcontractors wishing to submit a bid are required to be licensed in the state of New Mexico.

10. Question: What does that process entail?

Answer: Contractor licensing is by New Mexico Regulation & Licensing Department (https://www.rld.nm.gov/).

11. Question: Task 1; Are there any flow rates for the segments on Menual? Can we get access to the GIS mapping to help with bypass planning?

Answer: Peak Estimated Flow from the North leg is 20 gpm. Peak Estimated Flow from the East leg is 30 gpm. Attachment 1 is a GIS overview with the basins delineated.

12. Question: Task 3; Is there an agreement with the golf course for access in place?

Answer: No, Coordination with City of Albuquerque Parks and Recreation will be required.

13. Question: Task 4; Will the water authority allow us access and to remove fencing from their well site for equip. access to MH J19555 Answer: No, double gates were recently installed on the west fence line of the well site already providing access to MH J19555.

14. Question: Task 5; Suggested flow control shows using a 60” Storm drain to bypass under I25. Who owns the storm drain - the City or NMDOT? Has permission to use the storm drain been obtained? How clean is the 60” and has this been investigated to know that we can run bypass through the pipe without having to clean the 60” ? Can a better map be provided for the 60” storm drain so we can find the correct storm drain?

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Answer: The City of Albuquerque is listed as the owner of the storm drain. Permission to use the storm drain has not been obtained as the flow control route is only suggested.

The storm drain has not been investigated. Attachment 2 is a GIS overview with an alternate flow control route shown in red (Locust St. needs to remain open, therefore contractor shall assume the discharge into K15711 needs to be buried).

15. Question: Task 6; Has permission been obtained from NMDOT to use their ROW for access to MHs ?

Answer: No.

16. Question: Task 7; Need GIS access for bypass planning Answer: A suggested flow control route is from MHs G16363 and G16266 into manhole G16267. Attachment 3 is a GIS overview map of the area.

17. Question: Task 8; On the planset, the suggested flow control route (insert 1) says Task 2 flow control route. Is this the correct one, or is there a mistake in the title?

Answer: This is a mistake, the suggested flow control route is applicable to Task 8.

18. Question: Task 11; Do you have any flow data? Can you provide GIS for bypass planning.

Answer: Peak estimated flow is 60 gpm. Attachment 4 is a GIS overview map of the area.

19. Question: Task 13; Do you have any flow data? Can you provide GIS for bypass planning.

Answer: Peak estimated flow is 80 gpm. Attachment 5 is a GIS overview map of the North area. Attachment 6 is a GIS overview map of the South area.

20. Question: Task 14; There are several sewer crossing lines on I25 North and South of the line that could be utilized for bypassing (visible on the collection basin insert on the plans). Are these lines active or have they been abandoned? Will the owner provide info so we can plan our bypass? (one manhole lid is missing and there appears to be a bunch of debris in the manhole, so we are assuming it might be abandoned) Answer: The other lines crossing I-25 shown in Detail 1 are listed as active and can be used for a flow control route. Contractor will be paid for cleaning and CCTV at the unit price bid if an existing sewer line crossing I-25 requires to be cleaned and inspected in order to be utilized for a flow control route..

21. Question: Task 15; Can you provide flow data?

Answer: Peak estimated flow is 20 gpm.

22. Question: 22. In previous projects, site security is an allowance. Under the general notes is states- the contractor shall be responsible for all site security. Can site security be changed to allowance?

Answer: A Site Security Allowance of $40,000 is added to this contract along with the following requirements pertaining to the use of the site security allowance:

i. The contractor may request site security services by making a case for the necessity of such services.

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ii. All services must receive prior approval from the Water Authority before being procured.

iii. Payments for site security will be made based on direct invoices from the third-party security agency, submitted through the contractor for reimbursement.

iv. The contractor is responsible for selecting the third-party security agency.

v. The allowance is capped as listed in the allowance section of the bid documents.

Any increase in the allowance requires prior approval from the Water Authority.

vi. No overhead or profit shall be included in the allowance for site security.

Smith Engineering Company Water Utility Authority

By______________________________

By______________________________

Jared Lujan, P.E. Daven Tagaban, E.A.

Project Engineer Project Manager

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Attachment 1: Task 1 GIS Overview (Not to scale, North is right, redline is north leg basin delineation, blueline is east leg basin delineation)

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Attachment 2: Task 5 GIS Overview and Alternate Suggested Flow Control Route (Not to scale, note the I-25 crossing off of Locust is Task 15)

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Attachment 3: Task 7 GIS Overview (Not to scale)

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Attachment 4: Task 11 GIS Overview (Not to scale)

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Attachment 5: Task 13 GIS Overview (Not to scale, North side, north is right)

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Attachment 6: Task 13 GIS Overview (Not to scale, South side, north is right)

BID PROPOSAL FORM

UNIT PRICE

To the Albuquerque Bernalillo County Water Utility Authority (hereinafter called "Owner"):

1. The undersigned (hereinafter called "Bidder") in compliance with the Request for Bids for the construction of the Project, having carefully examined the RFB and the site of the proposed Work, and being familiar with all of the conditions surrounding the construction of the proposed Project including the availability of materials and labor, hereby proposes to furnish all labor, materials and supplies, and to construct the Project in accordance with the Contract resulting from this RFB, within the time set forth herein, and at the unit prices stated below plus New Mexico Gross Receipts Tax (NMGRT). These unit prices plus NMGRT are to cover all expenses incurred in performing the Work required under the Contract of which this Bid Proposal is a part. Quantities shown in this Unit Price Bid Proposal (and in Alternates, if any) are estimated and payment will be made on the basis of confirmed quantities as constructed.

All TOTAL amounts of the Base Bid (and Alternates, if any) shall be shown in both words and figures. In case of discrepancies, the Unit Price will govern.

2. BID PROPOSAL - Unit Prices

3098.00 FY25 Small Diameter SAS Rehab Design - Trenchless - Base Bid

Bid Item

Build

Note # Item Description Est.

Qty Unit Unit

Price Amount

Task 1 Base Bid - Menaul Blvd. At Carlisle Blvd. STA. 100+00 - STA. 114+43

1 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

3 EA

2 33 01 30.110

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 8-Inch Diameter, Complete.

1,450 LF

3 33 01 30.4110

Gravity Pipeline Cleaning, 8-Inch Diameter, Non-metallic, Complete. 1,450 LF

4 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 8- Inch Diameter (Flow control installation and removal, including work, material, and operation shall be included within pipeline rehabilitation unit bid price), Complete and in place.

1,450 LF

5 33 01 30.72/80.2

Reinstate service lateral connection on pipeline rehabilitated by trenchless methodology, Complete and in place.

10 EA

6 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

5 EA

7 33 01 30.815

Manhole Lining System Application, per Supplemental Technical Specification 33 01 30.81, complete.

137 SF

Task 1 - Subtotal of Base Bid Items No. 1 through 7 $

8 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

AMAGALLANES

Typewritten Text Revised Bid Form

9 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 1 - Subtotal of Base Bid Items 1 through 9 $

TASK 2 Base Bid - Hahn Arroyo At Mars Rd. STA. 100+00 - STA. 102+09 & STA. 200+00 - 202+48

10 33 01 30.111

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 10-Inch Diameter, Complete.

255 LF

11 33 01 30.114

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 16-Inch Diameter, Complete.

215 LF

12 33 01 30.4111

Gravity Pipeline Cleaning, 10-Inch Diameter, Metallic, Complete. 255 LF

13 33 01 30.4114

Gravity Pipeline Cleaning, 16-Inch Diameter, Metallic, Complete. 215 LF

14 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 10-Inch Diameter (Flow control installation and removal, including work, material, and operation shall be included within pipeline rehabilitation unit bid price), Complete and in place.

255 LF

15 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 16-Inch Diameter (Flow control installation and removal, including work, material, and operation shall be included within pipeline rehabilitation unit bid price), Complete and in place.

215 LF

16 701.010

Trenching, backfilling and compaction for 4-inch to 15-inch sewer, 8-feet or less in depth, pipe not included per Standard Specification section 701, complete.

45 LF

17 701.020

Trenching, backfilling, and compaction for 4-inch to 15-inch sewer pipe, over 8-feet to 12-feet in depth, pipe not included per Standard Specification section 701, complete.

38 LF

18 901.050

12-inch sewer pipe, (standard specification section 901), furnish and place in open trench per Standard Specification section 901, complete and in place.

76 LF

19 901.500

Connect sewer line to existing manhole, 4-inch to 15-inch pipe per Standard Specification section 901, complete and in place.

4 EA

20 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

7 EA

21 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

2 EA

22 33 01 30.8112

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 10-14 feet, Complete and in place.

1 EA

23 33 01 30.8115

Rehabilitate existing sanitary sewer manhole, 8-ft x 6-ft junction box, Existing 1 EA manhole depth is 10-14 feet, Complete and in place.

Task 2 - Subtotal of Base Bid Items No. 10 through

24 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

25 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 2 - Subtotal of Base Bid Items No. 10 through

Task 3 Base Bid - I-40 At Los Altos Golf Course STA. 100+00 - STA. 103+98

26 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

2 EA

27 33 01 30.111

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 10-Inch Diameter, Complete.

125 LF

28 33 01 30.112

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 12-Inch Diameter, Complete.

290 LF

29 33 01 30.4111

Gravity Pipeline Cleaning, 10-Inch Diameter, Non-metallic, Complete. 125 LF

30 33 01 30.4112

Gravity Pipeline Cleaning, 12-Inch Diameter, Metallic, Complete. 290 LF

31 33 01 30.51

Flow control, installation and removal of the By-Pass Pumping System, including all work and material complete. Bid item does includes the cost of operation of the by-pass pumping system.

1 LS

32 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 10- Inch Diameter, Complete and in place.

125 LF

33 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 12- Inch Diameter, Complete and in place.

290 LF

34 33 01 30.8112

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 10-14 feet, Complete and in place.

2 EA

35 33 01 30.8113

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 14-18 feet, Complete and in place.

1 EA

36 33 01 30.815

Manhole Lining System Application, per Supplemental Technical Specification 33 01 30.81, complete.

386 SF

Task 3 - Subtotal of Base Bid Items No. 26 through

37 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

38 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 3 - Subtotal of Base Bid Items No. 26 through

TASK 4 Base Bid - I-40 At Pennsylvania St. STA. 100+00 - STA. 106+80

39 33 01 30.110

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 8-Inch Diameter, Complete.

690 LF

40 33 01 30.4110

Gravity Pipeline Cleaning, 8-Inch Diameter, Non-metallic, Complete. 365 LF

41 33 01 30.4110

Gravity Pipeline Cleaning, 8-Inch Diameter, Metallic, Complete. 325 LF

42 33 01 30.4140

Pre-Rehabilitation Obstruction Removal from pipeline less than or equal to 8-Inch diameter with remote device (offset cast iron joint), Complete.

1 EA

43 33 01 30.4141

Post Rehabilitation trenchless liner patch (up to 4-feet long) including obstruction removal (wrinkles) with remote device, Complete.

1 EA

44 33 01 30.51

Flow control, installation and removal of the By-Pass Pumping System, including all work and material complete. Bid item does includes the cost of operation of the by-pass pumping system.

1 LS

45 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 8-Inch Diameter, Complete and in place.

690 LF

46 33 01 30.72/80.2

Reinstate service lateral connection on pipeline rehabilitated by trenchless methodology, Complete and in place.

3 EA

47 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

3 EA

48 920.450

Existing manhole (J19555), remove and replace exterior drop inlet (2.0-ft vertical depth), per Standard Specification 920, per Standard Drawing 2116, complete and in place.

1 LS

49 33 01 30.8113

Rehabilitate existing sanitary sewer manhole, 8-ft Diameter, Existing manhole depth is greater than 18 feet, Complete and in place.

1 EA

50 33 01 30.815

Manhole Lining System Application, per Supplemental Technical Specification 33 01 30.81, complete.

756 SF

Task 4 - Subtotal of Base Bid Items No. 39 through

51 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

52 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 4 - Subtotal of Base Bid Items No. 39 through

TASK 5 Base Bid- I-25 At Iron Ave. STA. 100+00 - STA. 104+26

53 33 01 30.110

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 8- Inch Diameter, Complete.

765 LF

54 33 01 30.4110

Gravity Pipeline Cleaning, 8-Inch Diameter, Metallic, Complete. 435 LF

55 33 01 30.51

Flow control, installation and removal of the By-Pass Pumping System, including all work and material complete. Bid item does includes the cost of operation of the by-pass pumping system.

1 LS

56 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 8-Inch Diameter, Complete and in place.

435 LF

57 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

1 EA

58 920.580

Existing Manhole, abandon in place, remove and dispose of upper 3 feet of barrel, ring, cover, collar, and existing asphalt. Fill with aggregate base material, compacted, all sizes per Standard Specification 920, complete and in place.

1 EA

59 03 64 23

Abandon in place existing 8-inch sewer line, including 12-inch-thick concrete on base, concrete or cement mortar end plugs, furnish and install lean fill or grout in abandoned 8-inch sewer line per Supplemental Technical Specification 03 64 23, complete and in place.

12.0 CY

60 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

2 EA

Task 5 - Subtotal of Base Bid Items No. 53 through

61 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

62 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 5 - Subtotal of Base Bid Items No. 53 through

TASK 6 Base Bid - I-40 At Central Ave. STA. 100+00 - STA. 106+35

63 33 01 30.110

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 8-Inch Diameter, Complete.

690 LF

64 33 01 30.4110

Gravity Pipeline Cleaning, 8-Inch Diameter, Non-metallic, Complete. 306 LF

65 33 01 30.4110

Gravity Pipeline Cleaning, 8-Inch Diameter, Metallic, Complete. 384 LF

66 33 01 30.51

Flow control, installation and removal of the By-Pass Pumping System, including all work and material complete. Bid item does includes the cost of operation of the by-pass pumping system.

1 LS

67 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 8-Inch Diameter, Complete and in place.

690 LF

68 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

4 EA

69 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

3 EA

70 33 01 30.8112

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 10-14 feet, Complete and in place.

1 EA

Task 6 - Subtotal of Base Bid Items No. 63 through 70 $

71 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

72 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 6 - Subtotal of Base Bid Items No. 63 through 72 $

a) Subtotal of Base Bid Items No. 1 through 72 $

b) Base Bid Allowances $1,200.00 $2,000.00 $45,000.00

$25,000.00 $20,000.00

Project Sign Screen (two) Testing Temporary Traffic Control and Barricading (standard specification 1200) Permits PNM, remove and replace guy wire on utility pole and temporary support Site Security Allowance

Total Base Bid Allowances: $133,200.00

c) Subtotal all Base Bid Tasks with Mobilization and Allowances (Lines a+b): $

d) New Mexico Gross Receipts Tax (NMGRT) on amount on (Line d) Subtotal at 7.625% $

e) TOTAL BASE BID (Line c) Subtotal plus (Line d)

NMGRT: $

Dollars (Base Bid Total Amount in words)

3098.00 FY25 Small Diameter SAS Rehab Design - Trenchless - Additive Alternate 1

TASK 7 Additive Alternate I - Vassar Pl. At North Diversion Channel - STA. 100+00 - STA. 106+45

73 33 01 30.112

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 12-Inch Diameter, Complete.

650 LF

74 33 01 30.4112

Gravity Pipeline Cleaning, 12-Inch Diameter, Metallic, Complete. 650 LF

75 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 12-Inch Diameter (Flow control installation and removal, including work, material, and operation shall be

650 LF

$40,000.00 included within pipeline rehabilitation unit bid price), Complete and in place.

76 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

3 EA

77 33 01 30.8112

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 10-14 feet, Complete and in place.

1 EA

78 33 01 30.8113

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 14-18 feet, Complete and in place.

2 EA

Task 7 - Subtotal of Additive Alternate I Bid Items No.

73 through 78

79 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

80 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 7 - Subtotal of Additive Alternate I Bid Items No. 73 through 80

TASK 8 Additive Alternate I - I-25 At Boogan Ave. STA. 100+00 - STA. 103+13

81 33 01 30.112

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 12- Inch Diameter, Complete.

325 LF

82 33 01 30.4112

Gravity Pipeline Cleaning, 12-Inch Diameter, Metallic, Complete. 325 LF

83 33 01 30.51

Flow control, installation and removal of the By-Pass Pumping System, including all work and material complete. Bid item does includes the cost of operation of the by-pass pumping system.

1 LS

84 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 12-Inch Diameter, Complete and in place.

325 LF

85 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

1 EA

Task 8 - Subtotal of Additive Alternate I Bid Items No.

81 through 85

86 006.050 Construction mobilization (not to exceed 5%

87 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 8 - Subtotal of Additive Alternate I Bid Items No.

81 through 87

Task 9 Additive Alternate I - Rigel St at Goff Blvd STA.

100+00 - STA. 100+65

88 33 01 30.112

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 8-Inch Diameter, Complete.

75 LF

89 33 01 30.4112

Metallic, Complete. 75 LF

90 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 8- Inch Diameter (Flow control installation and removal, including work, material, and operation shall be included within pipeline rehabilitation unit bid price), GROUNDWATER IS PRESENT, Complete and in place.

75 LF

91 33 01 30.72/80.2

Reinstate service lateral connection on pipeline rehabilitated by trenchless methodology, Complete and in place.

2 EA

92 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

1 EA

93 33 01 30.8112

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 10-14 feet, Complete and in place.

1 EA

94 33 01 30.8112

Rehabilitate existing sanitary sewer manhole, 6-ft Diameter, Existing manhole depth is 10-14 feet, Complete and in place.

1 EA

95 33 01 30.815

Manhole Lining System Application, per Supplemental Technical Specification 33 01 30.81, complete.

446 SF

Task 9 - Subtotal of Additive Alternate I Bid Items No.

88 through 95

$ 0.00

96 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

97 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 9 - Subtotal of Additive Alternate I Bid Items No.

88 through 97

TASK 10 Additive Alternate I - Alley Between Southern Ave. & Smith Ave. STA. 100+00 - STA. 107+18

98 33 01 30.110

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 8-Inch Diameter, Complete.

730 LF

99 33 01 30.4110

Gravity Pipeline Cleaning, 8-Inch Diameter, Non-metallic, Complete. 730 LF

100 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 8-Inch Diameter (Flow control installation and removal, including work, material, and operation shall be included within pipeline rehabilitation unit bid price), Complete and in place.

730 LF

101 33 01 30.72/80.2

Reinstate service lateral connection on pipeline rehabilitated by trenchless methodology, Complete and in place.

22 EA

102 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

3 EA

103 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

2 EA

104 33 01 30.8112

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 10-14 feet, Complete and in place.

1 EA

Task 10 - Subtotal of Additive Alternate I Bid Items No. 98 through 104

105 006.050 Construction mobilization (not to exceed 5%

106 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 10 - Subtotal of Additive Alternate I Bid Items No. 98 through 106

Task 11 Additive Alternate I - Arvilla Ave. At San Mateo Blvd. STA. 100+00 - STA. 102+95

107 33 01 30.110

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 8-Inch Diameter, Complete.

300 LF

108 33 01 30.4110

Gravity Pipeline Cleaning, 8-Inch Diameter, Non-metallic, Complete. 300 LF

109 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 8-Inch Diameter (Flow control installation and removal, including work, material, and operation shall be included within pipeline rehabilitation unit bid price), Complete and in place.

300 LF

110 33 01 30.72/80.2

Reinstate service lateral connection on pipeline rehabilitated by trenchless methodology, Complete and in place.

2 EA

111 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

1 EA

112 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

2 EA

Task 11 - Subtotal of Additive Alternate I Bid Items No. 107 through 112

113 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

114 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 11 - Subtotal of Additive Alternate I Bid Items 107 through 114

TASK 12 Additive Alternate I - Haines Ave. At Martha St. STA. 100+00 - STA. 102+97

115 33 01 30.110

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 8-Inch Diameter, Complete.

305 LF

116 33 01 30.4110

Gravity Pipeline Cleaning, 8-Inch Diameter, Non-metallic, Complete. 305 LF

117 33 01 30.4140

Pre-Rehabilitation Obstruction Removal from pipeline less than or equal to 8-Inch Diameter, Complete.

1 EA

118 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 8-Inch Diameter (Flow control installation and removal, including work, material, and operation shall be included within pipeline rehabilitation unit bid price), Complete and in place.

305 LF

119 33 01 30.72/80.2

Reinstate service lateral connection on pipeline rehabilitated by trenchless methodology, Complete and in place.

10 EA

120 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

2 EA

121 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

2 EA

Task 12 - Subtotal of Additive Alternate I Bid Items No. 115 through 121

122 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

123 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 12 - Subtotal of Additive Alternate I Bid Items No. 115 through 123

TASK 13 Additive Alternate I - Redlands Rd. At Coors Blvd. STA. 100+00 - STA. 101+59

124 33 01 30.114

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 16-Inch Diameter, Complete.

170 LF

125 33 01 30.4114

Gravity Pipeline Cleaning, 16-Inch Diameter, Metallic, Complete. 170 LF

126 33 01 30.51

Flow control, installation and removal of the By-Pass Pumping System, including all work and material complete. Bid item does includes the cost of operation of the by-pass pumping system.

1 LS

127 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 16 Inch Diameter, Complete and in place.

170 LF

128 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

2 EA

129 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

2 EA

Task 13 - Subtotal of Additive Alternate I Bid Items No. 124 through 129

130 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

131 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 13 - Subtotal of Additive Alternate I Bid Items No. 124 through 131

TASK 14 Additive Alternate I - Elm St. At I-25 STA. 100+00 - 102+42

132 33 01 30.110

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 8-Inch Diameter, Complete.

250 LF

133 33 01 30.4110

Metallic, Complete. 250 LF

134 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 8-Inch Diameter (Flow control installation and removal, including work, material, and operation shall be included within pipeline rehabilitation unit bid price), Complete and in place.

250 LF

135 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

2 EA

136 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

2 EA

Task 14 - Subtotal of Additive Alternate I Bid Items No. 132 through 136

137 006.050 Construction mobilization (not to exceed 5%

138 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 14 - Subtotal of Additive Alternate I Bid Items No. 132 through 138

Task 15 Additive Alternate I - Santa Fe Ave. At I-25 STA. 100+00 - STA. 104+19

139 33 01 30.110

Pre-Rehabilitation CCTV Inspection of Sanitary Sewer Pipeline, 8-Inch Diameter, Complete.

430 LF

140 33 01 30.4110

Gravity Pipeline Cleaning, 8-Inch Diameter, Metallic, Complete. 430 LF

141 33 01 30.72/80.1

Rehabilitate Pipeline by Trenchless Methodology, 8- Inch Diameter (Flow control installation and removal, including work, material, and operation shall be included within pipeline rehabilitation unit bid price), Complete and in place.

430 LF

142 920.430 Remove and replace existing 24" manhole frame, cover, and collar, per Standard Specification 920, complete.

1 EA

143 33 01 30.8111

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 6-10 feet, Complete and in place.

1 EA

144 33 01 30.8112

Rehabilitate existing sanitary sewer manhole, 4-ft Diameter, Existing manhole depth is 10-14 feet, Complete and in place.

1 EA

Task 15 - Subtotal of Additive Alternate I Bid Items No. 139 through 144

145 006.050 Construction mobilization (not to exceed 5% of the subtotal of task) 1 LS

146 006.060 Construction demobilization (not to exceed 2% of the subtotal of task) 1 LS

Task 15 - Subtotal of Additive Alternate I Bid Items No. 139 through 146

f) Subtotal of Additive Alternate I Bid Items No. 73 through 146

g) Additive Alternate I Allowances

Temporary Traffic Control and Barricading (standard specification 1200)

$30,000.00 Permits $25,000.00 Total Additive Alternate

Allowances:

$55,000.00

h) Subtotal all Additive Alternate 1 Tasks with Mobilization and Allowances (Lines f+g):

i) New Mexico Gross Receipts Tax (NMGRT) on amount on (Line i) Subtotal at 7.625%

j) TOTAL ADDITIVE ALTERNATE I (Line h) Subtotal plus (Line i) NMGRT:

Dollars (Base Bid Total Amount in words)

3. MBE, WBE, LSA Percentage ______%

4. RFB ADDENDA

The Bidder acknowledges receipt of the following Addenda:

Addendum No. ____ Dated: ______ Addendum No. ____ Dated: ___________

Addendum No. ____ Dated: ______ Addendum No. ____ Dated: ___________

Note: If this is a joint bid all parties must sign this Bid Proposal (attach separate page(s) with the form signature block below for all parties’ signatures).

This Bid Proposal is hereby respectfully submitted by:

Company Name of Bidder NM Contractor's License Number

Signature License Classification(s)

Printed Name NM Resident Contractor Number

Title NM Resident Veteran Contractor Number

Address: NM Department of Workforce ________________________________ Solutions Registration Number ________________________________ DUNS Number

Date

Telephone Number

E-Mail Address

Request for Bids