2025 WMD Pipe and Manhole Rehabilitation, Phase 3

Location: Colorado
Posted: Jan 14, 2026
Due: Feb 19, 2026
Agency: City of Denver
Type of Government: State & Local
Category:
  • 47 - Pipe, Tubing, Hose, Fittings
Publication URL: To access bid details, please log in.
2025 WMD Pipe and Manhole Rehabilitation, Phase 3

Closing date February 19, 2026, 10:00 AM

  • Reference number Contract No. 202582818
  • Status Open
  • Summary The purpose of this project is to rehabilitate deteriorating sanitary and storm pipes and manholes using trenchless methods. The manholes will be rehabilitated using approved lining methods and materials specified in accordance with the manhole rehabilitation specifications. The pipes will be rehabilitated using Cured-In-Place Pipe (CIPP).

Contract No. 202582818 – 2025 WMD Pipe and Manhole Rehabilitation, Phase 3

January 14, 2026

General Statement of Work
The purpose of this project is to rehabilitate deteriorating sanitary and storm pipes and manholes using trenchless methods. The manholes will be rehabilitated using approved lining methods and materials specified in accordance with the manhole rehabilitation specifications. The pipes will be rehabilitated using Cured-In-Place Pipe (CIPP). CIPP is a trenchless rehabilitation method used to extend the service life of deteriorated pipelines without full replacement. Rather than excavating and removing the old pipe, CIPP installs a resin-saturated liner inside the existing host pipe which cures in place to form a new, jointless, structurally sound pipe. Minor excavation may be required to install temporary bypass. Where above-ground piping is not feasible, small trenches (approximately 1 ft x 1 ft to 2 ft x 2 ft) may be excavated. For rehabilitation of pipes larger than 30 inches in diameter, the manhole cone may need to be removed for liner installation. No new infrastructure will be built with this project and therefore no fill or significant disturbance will impact existing infrastructure or its surroundings. There will be no changes to Base Flood Elevations. This project is part of the capital maintenance sub-program in the current 2022-2027 Six-Year Water Plan.

Statement of Quantities (PDF, 23KB) (PDF)

Estimated Construction Cost: Between $4,600,000.00 and $5,100,000.00.

Virtual Pre-Bid Meeting on January 22, 2026 at 10:00 a.m.
To access the meeting, please call 720-388-6219 and enter conference ID: 916 019 470# or join via Join the meeting now .

Questions Deadline: January 29, 2026 at 10:00 a.m. local time.

Bid Opening on February 19, 2026 at 10:00 a.m.
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: 759 720 908# or join via Join the meeting now .

Plans Available January 14, 2026 – Digital Download – Solicitation No. 202582818

MWBE Goal: 7%

Prequalification: Each bidder must be prequalified in category 1E(2) Sewer Rehabilitation at or above the $6,000,000.00 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 14, 2026
Published In: Do Business with DOTI and BidNet


Contact details
Important Dates

Pre-Bid Meeting: January 22, 2026, at 10:00 a.m.

Questions Deadline: January 29, 2026, at 10:00 a.m. local time.

Bid Opening on February 19, 2026, at 10:00 a.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: ­­759-720-908#
    • Join via Microsoft Teams
Publication Dates

Publication Date: January 14, 2026
Published In: Do Business with DOTI and BidNet

Attachment Preview

Statement of Quantities
Item No Description
Base Bid - Base Bid
1 8" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Sanitary) - M&P 34-17.1 & .2
2 10" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Sanitary) - M&P 34-17.1 & .2
3 12" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Sanitary) - M&P 34-17.1 & .2
4 15" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Sanitary) - M&P 34-17.1 & .2
5 18" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Sanitary) - M&P 34-17.1 & .2
6 22" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Sanitary) - M&P 34-17.1 & .2
7 24" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Sanitary) - M&P 34-17.1 & .2
8 10" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Storm) - M&P 34-17.1, 34-18.2
9 12" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Storm) - M&P 34-17.1, 34-18.2
10 18" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Storm) - M&P 34-17.1, 34-18.2
11 24" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Storm) - M&P 34-17.1, 34-18.2
12 30" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Storm) - M&P 34-17.1, 34-18.2
13 36" SEWER PIPE PRE- VIDEO INSPECTION & CLEANING (Storm) - M&P 34-17.1, 34-18.2
14 18" SEWER BY-PASS PUMPING (Sanitary) - M&P 34-17.3
15 22" SEWER BY-PASS PUMPING (Sanitary) - M&P 34-17.3
16 24" SEWER BY-PASS PUMPING (Sanitary) - M&P 34-17.3
17 8" CURED-IN-PLACE-PIPE (Sanitary)(Includes bypass) - M&P 34-17.4
18 10" CURED-IN-PLACE-PIPE (Sanitary)(Includes bypass) - M&P 34-17.4
19 12" CURED-IN-PLACE-PIPE (Sanitary)(Includes bypass) - M&P 34-17.4
20 15" CURED-IN-PLACE-PIPE (Sanitary)(Includes bypass) - M&P 34-17.4
21 18" CURED-IN-PLACE-PIPE (Sanitary)- M&P 34-17.4
22 22" CURED-IN-PLACE-PIPE (Sanitary)- M&P 34-17.4
23 24" CURED-IN-PLACE-PIPE (Sanitary)- M&P 34-17.4
24 10" CURED-IN-PLACE-PIPE (Storm) - M&P 34-17.4
25 12" CURED-IN-PLACE-PIPE (Storm) - M&P 34-17.4
26 18" CURED-IN-PLACE-PIPE (Storm) - M&P 34-17.4
27 24" CURED-IN-PLACE-PIPE (Storm) - M&P 34-17.4
28 30" CURED-IN-PLACE-PIPE (Storm) - M&P 34-17.4
29 36" CURED-IN-PLACE-PIPE (Storm) - M&P 34-17.4
30 GRINDING (Sanitary) - M&P 34-17.5
31 GRINDING (Storm) - M&P 34-17.5
32 SEWER SERVICE REACTIVATION (Sanitary) - M&P 34-17.6a
33 SEWER SERVICE REACTIVATION (Storm) - M&P 34-17.6b
34 EXTENDED TAP CUTTING (Sanitary) - M&P 34-17.7
35 EXTENDED TAP CUTTING (Storm) - M&P 34-17.7
36 TRAFFIC CONTROL (Sanitary & Storm) - M&P 41-1
37 CIPP LABORATORY TESTING (Sanitary) - M&P 45-1
38 CIPP LABORATORY TESTING (Storm) - M&P 45-1
39 MOBILIZATION (Sanitary & Storm) - - M&P 50-1
Contract No. 202582818
2025 Rehab Phase 3
SQ-1
UOM
Quantity
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
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
Lump-Sum
Each
Each
Lump-Sum
37,427
1,852
275
333
735
417
649
266
1051
584
759
250
563
735
417
649
37,427
1,852
275
333
735
417
649
266
1,051
584
759
250
563
400
100
1,100
10
20
5
1
22
4
1
January 14, 2026
Statement of Quantities
Item No Description
Base Bid - Base Bid (continued)
40 HYDROPHILIC END SEAL SLEEVE (8"-18") - SOW A.12
41 HYDROPHILIC END SEAL SLEEVE (21"-48") - SOW A.12
42 4' MANHOLE REHABILITATION (Sanitary) - SOW A.4
43 5' MANHOLE REHABILITATION (Sanitary) - SOW A.4
44 6' MANHOLE REHABILITATION (Sanitary) - SOW A.4
45 SPECIAL MANHOLE REHABILITATION (Storm) - SOW A.4
Textura Textura Fee (reference table on BF-3)
Allowance Accounts - Base Bid
46 ALLOWANCE ACCOUNT NOISE VARIANCE - SOW A.5
47 ALLOWANCE ACCOUNT HEAVY CLEANING - SOW A.6
48 ALLOWANCE ACCOUNT CRITICAL SANITARY REHABILITATION - SOW A.7
49 ALLOWANCE ACCOUNT CRITICAL STORM REHABILITATION - SOW A.8
Add Alt #1 - ADD ALTERNATIVE
1 21" DIAMETER SEWER PIPE PRE- VIDEO INSPECTION & CLEANING - M&P 34-17.1 & .2
2 21" DIAMETER SANITARY SEWER BY-PASS PUMPING - M&P 34-17.3
3 21" DIAMETER CURED-IN-PLACE-PIPE - M&P 34-17.4
4 GRINDING - M&P 34-17.5
5 SEWER SERVICE REACTIVATION - M&P 34-17.6a
6 EXTENDED TAP CUTTING - M&P 34-17.7
7 TRAFFIC CONTROL - M&P 41-1
8 CIPP LABORATORY TESTING - M&P 45-1
9 MOBILIZATION - M&P 50-1
10 4' MANHOLE REHABILITATION - SOW A.4
11 5' MANHOLE REHABILITATION - SOW A.4
Add Alt #2 - ADD ALTERNATIVE
1 30" DIAMETER SEWER PIPE PRE- VIDEO INSPECTION & CLEANING - M&P 34-17.1 & .2
2 36" DIAMETER SEWER PIPE PRE- VIDEO INSPECTION & CLEANING - M&P 34-17.1 & .2
3 30" DIAMETER SANITARY SEWER BY-PASS PUMPING - M&P 34-17.3
4 36" DIAMETER SANITARY SEWER BY-PASS PUMPING - M&P 34-17.3
5 30" DIAMETER CURED-IN-PLACE-PIPE - M&P 34-17.4
6 36" DIAMETER CURED-IN-PLACE-PIPE - M&P 34-17.4
7 GRINDING - M&P 34-17.5
8 SEWER SERVICE REACTIVATION - M&P 34-17.6a
9 EXTENDED TAP CUTTING - M&P 34-17.7
10 TRAFFIC CONTROL - M&P 41-1
11 CIPP LABORATORY TESTING - M&P 45-1
Contract No. 202582818
2025 Rehab Phase 3
SQ-2
UOM
Quantity
Each
10
Each
10
Vertical Feet
753
Vertical Feet
127
Vertical Feet
41
Vertical Feet
21
Lump-Sum
1
Lump-Sum
1
Lump-Sum
1
Lump-Sum
1
Lump-Sum
1
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Each
Each
Lump-Sum
Each
Lump-Sum
Vertical Feet
Vertical Feet
1393
1393
1393
100
5
1
1
2
1
37
12
Linear Foot/Feet
417
Linear Foot/Feet
452
Linear Foot/Feet
417
Linear Foot/Feet
452
Linear Foot/Feet
417
Linear Foot/Feet
452
Linear Foot/Feet
200
Each
7
Each
2
Lump-Sum
1
Each
2
January 14, 2026
Statement of Quantities
Item No Description
Add Alt #2 - ADD ALTERNATIVE (continued)
12 MOBILIZATION - M&P 50-1
13 5' MANHOLE REHABILITATION - SOW A.4
Add Alt #3 - ADD ALTERNATIVE
1 30" DIAMETER SEWER PIPE PRE- VIDEO INSPECTION & CLEANING - M&P 34-17.1 & .2
2 30" DIAMETER SANITARY SEWER BY-PASS PUMPING - M&P 34-17.3
3 30" DIAMETER CURED-IN-PLACE-PIPE - M&P 34-17.4
4 GRINDING - M&P 34-17.5
5 SEWER SERVICE REACTIVATION - M&P 34-17.6a
6 EXTENDED TAP CUTTING - M&P 34-17.7
7 TRAFFIC CONTROL - M&P 41-1
8 CIPP LABORATORY TESTING - M&P 45-1
9 MOBILIZATION - M&P 50-1
10 4' MANHOLE REHABILITATION - SOW A.4
11 5' MANHOLE REHABILITATION - SOW A.4
UOM
Quantity
Lump-Sum
1
Vertical Feet
17
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Linear Foot/Feet
Each
Each
Lump-Sum
Each
Lump-Sum
Vertical Feet
Vertical Feet
1989
1989
1989
100
8
1
1
2
1
156
40
Contract No. 202582818
2025 Rehab Phase 3
SQ-3
January 14, 2026
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