Tower Road Sanitary Interceptor Phase 1
| Agency: | City of Denver |
|---|---|
| State: | Colorado |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Jun 9, 2026 |
| Due Date: | Jul 14, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Closing date July 14, 2026, 10:00 AM
- Reference number Contract No. 202684690
- Status Open
- Summary Phase 1 rehabilitates the Tower Road Sanitary Sewer Interceptor from 59th to 68th Ave, including eight point repairs and 5,974 feet of cured in place (CIPP) lining. Work involves excavations up to 30 feet, manhole and pipe replacement, traffic control, and bypass pumping.
Contract No. 202684690 – Tower Road Sanitary Interceptor – Phase 1
June 9, 2026
General Statement of Work
This project is Phase 1 of the rehabilitation of the Tower Road Sanitary Sewer Interceptor. Phase 1 extends from 59th Avenue to 68th Avenue. This phase includes eight (8) point repairs and 5,974 feet of cured in place pipe lining. The point repairs will include excavations to approximately 30 feet and replacing manholes and pipe. Associated required work will include traffic control and bypass pumping.
Statement of Quantities (PDF, 18KB)
Estimated Construction Cost: Between $9,100,000.00 and $10,000,000.00.
Virtual Pre-Bid Meeting on June 16, 2026 at 9:00 a.m.
To access the meeting, please call 720-388-6219 and enter conference ID: 602 065 264# or join via
Microsoft Teams Link
.
Questions Deadline: June 23, 2026 at 10:00 a.m. local time.
Bid Opening on July 14, 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: 961 987 394# or join via
Microsoft Teams
.
Plans Available June 9, 2026 – Digital Download – Solicitation No.202684690
MWBE Goal: 10%
Prequalification: Each bidder must be prequalified in category 1E(2) Sewer Rehabilitation 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 Date:
June 9, 2026
Published In:
Do Business with DOTI and BidNet
Pre-Bid Meeting: June 16, 2026, at 9:00 a.m.
- Call 720-388-6219 and enter conference ID: 602-065-264#
- Join via Microsoft Teams
Questions Deadline: June 23, 2026, at 10:00 a.m. local time.
- Submit questions to: DOTI.Procurement@denvergov.org
Bid Opening on July 14, 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: 961-987-394#
- Join via Microsoft Teams
Publication Date: June 9, 2026
Published In: Do Business with DOTI and BidNet
Attachment Preview
| Item No | Code | Description | UOM | Quantity |
|---|---|---|---|---|
| 01-21.26.01 | ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES WEEKLY - SEE PROJECT SPECIAL PROVISIONS | Lump-Sum | ||
| 01-52.13 | TEMPORARY OFFICE FACILITIES | Lump-Sum | ||
| 2-1.2a | REMOVE 6" CONCRETE CURB AND/OR GUTTER | Linear Foot/Feet | ||
| 2-1.4 | REMOVE SIDEWALK ACCESSIBILITY CONCRETE CURB RAMP | Square Foot/Feet | ||
| 2-11.1m | REMOVE EXISTING 42" SANITARY SEWER PIPE | Linear Foot/Feet | ||
| 2-12.1 | REMOVE EXISTING SANITARY MANHOLE | Each | ||
| 2-13.1 | REMOVE EXISTING STORM INLET | Each | ||
| 2-17.1 | REMOVE AND REPLACE/RELOCATE UTILITY POLES | Each | ||
| 02-22.13 | VIBRATION ASSESSMENT | Lump-Sum | ||
| 02-71.00.02 | GROUND WATER TREATMENT EQUIPMENT & OPERATIONS MONTHLY - SEE PROJECT SPECIAL PROVISIONS | Month | ||
| 3-7a | HEALTH & SAFETY PLAN | Lump-Sum | ||
| 3-7b | MATERIAL MANAGEMENT PLAN | Lump-Sum | ||
| 5-8 | CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) | Ton | ||
| 12-1.1 | 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) | Linear Foot/Feet | ||
| 12-1.8 | SIDEWALK ACCESSIBILITY CONCRETE CURB RAMP | Square Foot/Feet | ||
| 16-1 | SECURITY FENCE | Linear Foot/Feet | ||
| 20-2cf | ASPHALT SURFACE COURSE, SX, RAP 20%, N=100, 76-28 | Square Yard-Inch | ||
| 20-3ce | ASPHALT BASE COURSE, S, RAP 20%, N=100, 64-22 | Square Yard-Inch | ||
| 20-5 | ASPHALT PATCH: Includes rotomilling | Square Yard-Inch | ||
| 33-05.26.01 | EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT: To be used as directed by city Project Manager | Lump-Sum | ||
| 34-7.1c | 12" DIAMETER PVC PIPE | Linear Foot/Feet | ||
| 34-7.1e | 18" DIAMETER PVC PIPE | Linear Foot/Feet | ||
| 34-7.1h | 27" DIAMETER PVC PIPE | Linear Foot/Feet | ||
| 34-11.9j | 42" RPMP BY OPEN CUT (FOR SN & PN SEE ADDITIONAL NOTES) | Linear Foot/Feet | ||
| 34-12.3a | 6' DIAMETER PRECAST MANHOLE WITH TYPE A BASE & CONCENTRIC CONE:Polymer Concrete Manholes, including platforms for depths greater than 20 feet, Armorock or approved substitute | Each | ||
| 34-14.4 | CONCRETE COLLARS | Each | ||
| 34-15.3 | UTILITY EXPLORATORY INVESTIGATION: Contractor utility potholing | Each | ||
| 34-15.3 | UTILITY EXPLORATORY INVESTIGATION: To be used only when directed by the City Project Manager or Inspector on an as needed basis | Each | ||
| 34-16.1a | #14 INLET (L=6'): Replace existing inlet | Each |
Statement of Quantities
Item No Code Description UOM Quantity
ALLOWANCE FOR GROUND WATER TREATMENT CONSUMABLES WEEKLY
1 01-21.26.01 Lump-Sum 1
- SEE PROJECT SPECIAL PROVISIONS
2 01-52.13 TEMPORARY OFFICE FACILITIES Lump-Sum 1
3 2-1.2a REMOVE 6" CONCRETE CURB AND/OR GUTTER Linear Foot/Feet 370
4 2-1.4 REMOVE SIDEWALK ACCESSIBILITY CONCRETE CURB RAMP Square Foot/Feet 1055
5 2-11.1m REMOVE EXISTING 42" SANITARY SEWER PIPE Linear Foot/Feet 402
6 2-12.1 REMOVE EXISTING SANITARY MANHOLE Each 7
7 2-13.1 REMOVE EXISTING STORM INLET Each 1
8 2-17.1 REMOVE AND REPLACE/RELOCATE UTILITY POLES Each 3
9 02-22.13 VIBRATION ASSESSMENT Lump-Sum 1
GROUND WATER TREATMENT EQUIPMENT & OPERATIONS MONTHLY
10 02-71.00.02 Month 5
- SEE PROJECT SPECIAL PROVISIONS
11 3-7a HEALTH & SAFETY PLAN Lump-Sum 1
12 3-7b MATERIAL MANAGEMENT PLAN Lump-Sum 1
13 5-8 CRUSHED GRAVEL BASE COURSE (CDOT CLASS 6 ROAD BASE) Ton 55
14 12-1.1 6" CURB AND GUTTER 2' PAN (CD0T T2, IIB) Linear Foot/Feet 370
15 12-1.8 SIDEWALK ACCESSIBILITY CONCRETE CURB RAMP Square Foot/Feet 1055
16 16-1 SECURITY FENCE Linear Foot/Feet 1000
17 20-2cf ASPHALT SURFACE COURSE, SX, RAP 20%, N=100, 76-28 Square Yard-Inch 303
18 20-3ce ASPHALT BASE COURSE, S, RAP 20%, N=100, 64-22 Square Yard-Inch 1212
19 20-5 ASPHALT PATCH: Includes rotomilling Square Yard-Inch 438
EXISTING UTILITY LOCATION/COORDINATION/RELOCATION AND/OR ADJUSTMENT: To be
20 33-05.26.01 Lump-Sum 1
used as directed by city Project Manager
21 34-7.1c 12" DIAMETER PVC PIPE Linear Foot/Feet 10
22 34-7.1e 18" DIAMETER PVC PIPE Linear Foot/Feet 5
23 34-7.1h 27" DIAMETER PVC PIPE Linear Foot/Feet 5
24 34-11.9j 42" RPMP BY OPEN CUT (FOR SN & PN SEE ADDITIONAL NOTES) Linear Foot/Feet 511
6' DIAMETER PRECAST MANHOLE WITH TYPE A BASE & CONCENTRIC CONE:Polymer
25 34-12.3a Each 4
Concrete Manholes, including platforms for depths greater than 20 feet, Armorock or approved substitute
26 34-14.4 CONCRETE COLLARS Each 20
27 34-15.3 UTILITY EXPLORATORY INVESTIGATION: Contractor utility potholing Each 20
UTILITY EXPLORATORY INVESTIGATION: To be used only when directed by the City Project
28 34-15.3 Each 20
Manager or Inspector on an as needed basis
29 34-16.1a #14 INLET (L=6'): Replace existing inlet Each 1
Contract No. 202684690 SQ-1 June 9, 2026
Tower Road Phase 1
| Item No | Code | Description | UOM | Quantity |
|---|---|---|---|---|
| 34-17.1m | PRE-VIDEO INSPECTION OF 42" DIAMETER SEWER PIPE | Linear Foot/Feet | ||
| 34-17.2m | CLEANING OF 42" DIAMETER SANITARY PIPE | Linear Foot/Feet | ||
| 34-17.3m | 42" DIAMETER SANITARY SEWER BY-PASS PUMPING: For point repairs | Linear Foot/Feet | ||
| 34-17.4m | 42" DIAMETER CURED-IN-PLACE-PLASTIC LINER | Linear Foot/Feet | ||
| 40-1 | SEEDING AND MULCHING | Square Foot/Feet | ||
| 40-3 | SODDING | Square Foot/Feet | ||
| 40-4b | RELOCATE EXISITING SPRINKLER LINE: Adjacent to new concrete flatwork includes removal and replacement of existing irrigation system with heads | Linear Foot/Feet | ||
| 40-15 | LANDSCAPING IMPROVEMENTS: Restore landscaping impacted by construction | Lump-Sum | ||
| 41-1 | TRAFFIC CONTROL | Lump-Sum | ||
| 41-1.1 | TRAFFIC CONTROL: Concrete Barrier/ K-Rail | Linear Foot/Feet | ||
| 43-1d | STORM WATER MANAGEMENT (SCENARIO 4) SEE SCS 23.0.4.4 | Lump-Sum | ||
| 44-1 | DEWATERING | Lump-Sum | ||
| 45-2 | QUALITY CONTROL TESTING | Lump-Sum | ||
| 46-1 | PAVEMENT MARKING (PAINT) | Square Foot/Feet | ||
| 47-1 | CONSTRUCTION SURVEYING | Lump-Sum | ||
| 47-2 | SURVEY MONUMENTATION: Reset range box | Each |
Statement of Quantities
Item No Code Description UOM Quantity
30 34-17.1m PRE-VIDEO INSPECTION OF 42" DIAMETER SEWER PIPE Linear Foot/Feet 5974
31 34-17.2m CLEANING OF 42" DIAMETER SANITARY PIPE Linear Foot/Feet 5974
32 34-17.3m 42" DIAMETER SANITARY SEWER BY-PASS PUMPING: For point repairs Linear Foot/Feet 5947
33 34-17.4m 42" DIAMETER CURED-IN-PLACE-PLASTIC LINER Linear Foot/Feet 5974
34 40-1 SEEDING AND MULCHING Square Foot/Feet 6489
35 40-3 SODDING Square Foot/Feet 306
RELOCATE EXISITING SPRINKLER LINE: Adjacent to new concrete flatwork includes removal and
36 40-4b Linear Foot/Feet 310
replacement of existing irrigation system with heads
37 40-15 LANDSCAPING IMPROVEMENTS: Restore landscaping impacted by construction Lump-Sum 1
38 41-1 TRAFFIC CONTROL Lump-Sum 1
39 41-1.1 TRAFFIC CONTROL: Concrete Barrier/ K-Rail Linear Foot/Feet 300
40 43-1d STORM WATER MANAGEMENT (SCENARIO 4) SEE SCS 23.0.4.4 Lump-Sum 1
41 44-1 DEWATERING Lump-Sum 1
42 45-2 QUALITY CONTROL TESTING Lump-Sum 1
43 46-1 PAVEMENT MARKING (PAINT) Square Foot/Feet 170
44 47-1 CONSTRUCTION SURVEYING Lump-Sum 1
45 47-2 SURVEY MONUMENTATION: Reset range box Each 3
46 50-1 MOBILIZATION Lump-Sum 1
Contract No. 202684690 SQ-2 June 9, 2026
Tower Road Phase 1
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