Project Information

Bid Title

Tennessee & Oneida Storm System Phase 3

Issuing Agency

City of Denver

Location

Colorado

Published Date

Feb 5, 2026

Closing Date

Mar 3, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

Tennessee & Oneida Storm System Phase 3

Closing date March 03, 2026, 02:00 PM

• Reference number Contract No. 202582578
• Status Open
• Summary The Tennessee & Oneida Storm Phase 3 project is the 3rd of 4 phases to complete the entire reach that will relieve flooding in S Oneida St at the existing sump located just north of Tennessee Ave. Phase 3 will install 8’ x 7’ RCBC in Mississippi Ave from approximately 100’ east of S Monaco St Pkwy, where Phase 2 was completed.

Contract No. 202582578 – Tennessee & Oneida Storm System Phase 3
January 6, 2026

General Statement of Work
The Tennessee & Oneida Storm Phase 3 project is the 3rd of 4 phases to complete the entire reach that will relieve flooding in S Oneida St at the existing sump located just north of Tennessee Ave. Phase 3 will install 8’ x 7’ RCBC in Mississippi Ave from approximately 100’ east of S Monaco St Pkwy, where Phase 2 left off, to the intersection of Mississippi Ave and S Oneida St, about 50’ north of Mississippi Ave. This project will also relocate existing sanitary main from Monaco St Pkwy to approximately midway between Monaco and Oneida in Mississippi Ave. The project will also include asphalt paving, concrete curb and gutter, landscaping restoration, and miscellaneous concrete flatwork restoration.

Statement of Quantities (PDF, 38KB) (PDF)

Estimated Construction Cost: Between $8,500,000.00 and $9,400,000.00.

Virtual Pre-Bid Meeting on January 13, 2026 at 2:30 p.m. - Meeting Agenda (PDF, 51KB)
To access the meeting, please call 720-388-6219 and enter conference ID: ­­­­ 495 522 324# or join via Join the meeting now .

Questions Deadline: January 21, 2026 January 28, 2026 at 10:00 a.m. local time. (extended as outlined in Addendum No. 1)

Bid Opening on February 10, 2026 at 10:00 a.m. March 3, 2026 at 2:00 p.m. (postponed as outlined in Addendum No. 2)
Bids will be received and accepted via the online electronic bid service, Rocky Mountain E-Purchasing (“ BidNet ”). Prospective bidders must be on the plan holders list on BidNet for bids to be accepted. To access the electronic bid form, download the required documents from BidNet and complete the Unit Item Pricing in the Documents & Items section of the solicitation. All properly uploaded bids will then be opened, witnessed and read aloud. To access the bid opening teleconference, please call 720-388-6219 and enter conference ID: ­­­­ 717 753 211# or join via Join the meeting now .

Plans Available January 6, 2026 – Digital Download – Solicitation No. 202582578

MWBE Goal: 25%

Prequalification: Each bidder must be prequalified in category 1E(4) Piped Sewer at or above the $10,000,000.00 monetary level in accordance with the City’s Rules and Regulations Governing Prequalification of Contractors. Each bidder must have submitted a prequalification application a minimum of ten (10) calendar days prior to the response due date. Applications must be submitted via B2Gnow . To view the Rules and information on how to apply, please visit our website at www.denvergov.org/prequalification .

Contract Administrator: Cheryl Booker, DOTI.Procurement@denvergov.org

Prevailing Wage and Minimum Wage: Contracts for construction, reconstruction, and remodeling are subject to the City prevailing wage rate requirements established pursuant to Section 20-76, D.R.M.C. City contracts are subject to payment of City Minimum Wage established pursuant to Section 20-82 through 20-84 D.R.M.C.

As the City’s best interests may appear, the Executive Director of the Department of Transportation and Infrastructure reserves the right to waive informalities in, and to reject any or all, submittals.

Publication Dates: January 6, 2026
Published In: Do Business with DOTI and BidNet

Contact details

Cheryl Booker

DOTI.Procurement@denvergov.org

Important Dates

Pre-Bid Meeting: January 13, 2026, at 2:30 p.m.

• Call 720-388-6219 and enter conference ID: 495-522-324#
• Join via Microsoft Teams
• Agenda (PDF, 51KB)

Questions Deadline: January 28, 2026, at 10:00 a.m. local time.

• Submit questions to: DOTI.Procurement@denvergov.org

Bid Opening on March 3, 2026, at 2:00 p.m.

• Bids will be received and accepted via BidNet . Late bids will not be accepted.
• To access the bid opening:
  • Call 720-388-6219 and enter conference ID: ­­717-753-211#
  • Join via Microsoft Teams

Publication Dates

Publication Date: January 6, 2026
Published In: Do Business with DOTI and BidNet

Related Information

• 202582578-Addendum-1.pdf (PDF, 159KB)
• 202582578-Addendum-2.pdf (PDF, 152KB)

Attachment Preview

Statement of Quantities

Item No Code

Description

1 01-21.16.01 ALLOWANCE FOR TREE REMOVAL, TRIMMING/ REPLACEMENT AND DISPOSAL - SEE

PROJECT SPECIAL PROVISIONS

2 01-52.13 TEMPORARY OFFICE FACILITIES

3 2-1.2a

REMOVE 6" CONCRETE CURB AND/OR GUTTER

4 2-1.4

REMOVE SIDEWALK ACCESSIBILITY CONCRETE CURB RAMP

5 2-2.1

REMOVE CONCRETE SIDEWALK

6 2-2.2

7 2-3.4

8 2-3.5

REMOVE CONCRETE DRIVEWAY PAVING

REMOVE CONCRETE STREET INTERSECTION GUTTER (CROSSPAN) AND/OR VALLEY

GUTTER: CROSSPANS AT MISSISSIPPI & ONEIDA INTERSECTION

REMOVE CONCRETE STREET PAVING: EXISTING BUS PAD ON MISSISSIPPI AVE

9 2-11.1a REMOVE EXISTING 8" SANITARY SEWER PIPE: PVC

10 2-17.3

REMOVE AND REPLACE/RELOCATE SIGN: REMOVE AND RESET SIGN POST

11 2-22

REMOVE PARKING LOT TRENCH DRAIN: REMOVE SIDEWALK TRENCH DRAIN

12 02-22.13 VIBRATION ASSESSMENT

13 2-24

14 3-2

15 3-4b

REMOVE AND REPLACE BUS STOP: TEMPORARILY RELOCATE MISSISSIPPI BUS STOP

HAULING OF CONTAMINATED MATERIALS TO DENVER/ARAPAHOE DISPOSAL SITE

(DADS)*LICENSED PER D.R.M.C. 48-62

GEOTEXTILE: TENSAR TRIAX TX7 GEOGRID (OR APPROVED EQUAL)

16 3-7a

HEALTH & SAFETY PLAN

17 3-7b

18 5-7

19 5-8

20 8-1.1b

MATERIAL MANAGEMENT PLAN

CONTROLLED LOW STRENGTH MATERIALS (CLSM): TO BE USED AT THE DIRECTION OF THE

PROJECT MANAGER OR PROJECT INSPECTOR

CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE): ASPHALT PAVING -

Assumed unit weight 120 LB/CUFT

6" DIP AWWA C151, CLASS 50 WATER LINE: HYDRANT LINES

21 8-1.1c

8" DIP AWWA C151, CLASS 50 WATER LINE: 8" MAIN AND SERVICE

22 8-1.1c

8" DIP AWWA C151, CLASS 50 WATER LINE: WITH 18" STEEL CASING

23 8-1.2b

INSTALL 6" WATER VALVE: On Hydrant lines

24 8-1.2c

INSTALL 8" WATER VALVE

25 8-1.5a

LEAD SERVICE LINE REPLACEMENT, <2" ID

26 8-3

RESET OR INSTALL FIRE HYDRANT ASSEMBLY

27 8-4

REMOVE EXISTING WATER LINE: ABANDONED FAIRMOUNT WATER

UOM

Lump-Sum

Lump-Sum

Linear Foot/Feet

Square Foot/Feet

Square Foot/Feet

Square Foot/Feet

Square Foot/Feet

Square Foot/Feet

Linear Foot/Feet

Each

Linear Foot/Feet

Lump-Sum

Each

Ton

Square Foot/Feet

Lump-Sum

Lump-Sum

Cubic Yard

Ton

Linear Foot/Feet

Linear Foot/Feet

Linear Foot/Feet

Each

Each

Linear Foot/Feet

Each

Linear Foot/Feet

Quantity

1

1

1,001

1,590

4,924

2,728

661

28

28

7

5

1

1

100

55,958

1

1

100

1,679

91

66

22

3

2

271

3

20

Contract No. 202582578

Tenn-Oneida Ph3

SQ-1

January 6, 2026

Statement of Quantities

Item No Code

28 8-4

Description

REMOVE EXISTING WATER LINE: HYDRANT LINE

29 8-4

REMOVE EXISTING WATER LINE: WATER MAIN

30 12-1.1

6" CURB AND GUTTER 2' PAN (CD0T T2, IIB)

31 12-1.8

SIDEWALK ACCESSIBILITY CONCRETE CURB RAMP

32 12-2.1

CONCRETE SIDEWALK

33 12-5.1

CONCRETE DRIVEWAY PAVING

34 12-5.3

CONCRETE BUS PAD

35 16-1

SECURITY FENCE: TEMPORARY 6' CHAINLINK FENCE - TREE PROTECTION

36 20-2bf

37 20-3be

*** NOTE: UOM = SY-IN ***

ASPHALT SURFACE COURSE, SX, RAP 20%, N=75, 76-28

*** NOTE: UOM = SY-IN ***

ASPHALT BASE COURSE, S, RAP 20%, N=75, 64-22: INCLUDE UP TO 4 MOBILIZATIONS

38 33-05.26.01 EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT

39 34-2.3e 18" DIAMETER C-76 RCP, CLASS III

40 34-2.3g 24" DIAMETER C-76 RCP, CLASS III

41 34-2.3i

30" DIAMETER C-76 RCP, CLASS III

42 34-2.3k 36" DIAMETER C-76 RCP, CLASS III

43 34-2.3n 48" DIAMETER C-76 RCP, CLASS III

44 34-6.2

PRECAST RCBC (SPECIAL SIZE AND/OR DESIGN): 8'X7'

45 34-7.1a 8" DIAMETER PVC PIPE: SANITARY PIPE

46 34-12.1a 4' DIAMETER PRECAST MANHOLE WITH TYPE A BASE & CONCENTRIC CONE: SANITARY

MANHOLES

47 34-12.1c 4' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE: 4' MANHOLE

ACCESS TO BOX CULVERT

48 34-12.3c 6' DIAMETER PRECAST MANHOLE WITH TYPE C BASE & CONCENTRIC CONE: STORM

MANHOLES

49 34-12.7 CAST-IN-PLACE SPECIAL STRUCTURE: COLLAR CLOSURE AT BEND

50 34-12.7 CAST-IN-PLACE SPECIAL STRUCTURE: REINFORCED CONCRETE BOX BENDS (8'X7')

51 34-12.10 8' DIAMETER PRECAST MANHOLE WITH TYPE C BASE AND CONCENTRIC OPENING FLAT

TOP: STORM MANHOLE

52 34-13.1a 8" PIPE OUTSIDE DROP

53 34-15.2 RECONNECT SANITARY SEWER SERVICES (TAPS) (OPEN CUT): 6690 Mississippi Ave

54 34-15.3 UTILITY EXPLORATORY INVESTIGATION

UOM

Linear Foot/Feet

Linear Foot/Feet

Linear Foot/Feet

Square Foot/Feet

Square Foot/Feet

Square Foot/Feet

Square Foot/Feet

Linear Foot/Feet

Other

Other

Lump-Sum

Linear Foot/Feet

Linear Foot/Feet

Linear Foot/Feet

Linear Foot/Feet

Linear Foot/Feet

Linear Foot/Feet

Linear Foot/Feet

Each

Each

Each

Each

Each

Each

Each

Each

Each

Quantity

91

88

994

1,398

4,673

2,728

697

1,215

14,922

59,434

1

36

104

44

155

22

1,234

496

1

4

2

1

3

1

1

1

15

Contract No. 202582578

Tenn-Oneida Ph3

SQ-2

January 6, 2026

Statement of Quantities

Item No Code

55 34-16.1c

Description

#14 INLET (L=12')

56 34-16.3a DOUBLE #16 INLET WITH OPEN THROAT

57 34-16.4a TRIPLE #16 INLET WITH OPEN THROAT

58 34-16.5 PARKING LOT TRENCH DRAIN: SIDEWALK TRENCH DRAIN

59 34-17.30 SANITARY BYPASS PUMPING

60 40-4b

RELOCATE EXISITING SPRINKLER LINE

61 41-1

TRAFFIC CONTROL

62 43-1b

STORM WATER MANAGEMENT (SCENARIO 2) SEE SCS 23.0

63 44-1

DEWATERING

64 45-2

QUALITY CONTROL TESTING

65 46-2

EPOXY PAVEMENT MARKING: Striping

66 46-3

THERMOPLASTIC PAVEMENT MARKING: Cross Walk and Stop Bars

67 47-1

CONSTRUCTION SURVEYING

68 50-1

MOBILIZATION

UOM

Each

Each

Each

Each

Lump-Sum

Linear Foot/Feet

Lump-Sum

Lump-Sum

Lump-Sum

Lump-Sum

Square Foot/Feet

Square Foot/Feet

Lump-Sum

Lump-Sum

Quantity

3

3

8

1

1

50

1

1

1

1

183

570

1

1

Contract No. 202582578

Tenn-Oneida Ph3

SQ-3

January 6, 2026

Commodity Codes

• NAICS 237110Water and Sewer Line and Related Structures Construction
• NAICS 237990Other Heavy and Civil Engineering Construction
• NAICS 541330Engineering Services

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