| Agency: | City of Tulsa |
|---|---|
| State: | Oklahoma |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Apr 24, 2026 |
| Due Date: | May 22, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Project Number - WPC 26-2
Project Title – Haikey Creek Operation & Maintenance Capital Equipment Replacements
Bid Opening Date - May 22, 2026
Pre-Bid date, time, and place – Wednesday, May 6, 2026 at 1:00 p.m., Haikey Creek WWTP Admin. Conf. Rm., 11602 E. 151st St. BA
Pre-Qualification Classification - A or D
SBE Utilization - N/A
Electronic Proposal | Specification Book | Technical Specifications | Drawings | Pre-bid Attendees
CONTRACT DOCUMENTS
AND
SPECIFICATIONS
FOR
HAIKEY CREEK OPERATION & MAINTENANCE
CAPITAL EQUIPMENT REPLACEMENTS
RMUA PROJECT NO. WPC 26-2
BAMA PROJECT NO. 2654390
ATTENDANCE AT PRE-BID CONFERENCE IS MANDATORY
PREPARED BY:
HOLLOWAY, UPDIKE AND BELLEN, INC.
2001 N WILLOW AVENUE
BROKEN ARROW, OK 74012
918-251-0717 OFFICE
918-251-0754 FAX
ERIC LEE, DIRECTOR TIM ROBINS
WATER AND SEWER DEPARTMENT UTILITIES DIRECTOR
Account Number: 2631S0011R.Capital.Sewer.951.9518900-
541101
Water and Sewer Department
175 E. 2nd Street, Suite 1300
Tulsa, Oklahoma 74103
(918) 596-9845
TECHNICAL SPECIFICATIONS
PROJECT SPECIFICATIONS
FOR
REGIONAL METROPOLITAN UTILITY AUTHORITY
PROJECT NO. WPC 26-2
BROKEN ARROW MUNICIPAL AUTHORITY PROJECT ID. 2654390
HAIKEY CREEK OPERATION & MAINTENANCE
CAPITAL EQUIPMENT REPLACEMENTS
TULSA, OKLAHOMA
TABLE OF CONTENTS
SECTION PAGES
200 INTRODUCTION 1
201 QUALIFICATION REQUIREMENTS 1
202 SUMMARY OF BID ITEMS 3
203 DESCRIPTION OF BID ITEMS/WORK
203.200 TWAS Sludge Pumps 6
203.998 Mobilization 1
203.999 Unforeseen Mechanical, Electrical, Plumbing 1
204 ANCILLARY EQUIPMENT & WORK
204.4 General Electrical 8
204.4.1 Electrical - General Provisions 6
204.4.2 Raceways, Boxes, Fittings and Supports 10
204.4.3 Wires and Cables (600-Volt Maximum) 6
204.4.4 Miscellaneous Equipment 2
204.5 Painting 4
204.6 Concrete Coating 4
204.7 Concrete Rehabilitation 7
204.8 Cast-In-Place Concrete 17
204.9 Concrete Reinforcement 5
204.10 Construction Joints, Expansion Joints and Waterstops 6
204.11 Carpentry and Caulk 7
205 SUBMITTALS 1-10
206 MONTHLY PROGRESS REPORTS AND PROGRESS MEETINGS 10
207 SECURITY 10-12
208 SAFETY 12-13
209 PROTECTION OF PROPERTY 13-14
210 PROTECTION OF MATERIALS 14
211 REFERENCES TO OTHER SPECIFICATIONS 14
212 CLEAN-UP 14
213 PLACING WORK IN SERVICE 14-15
214 PAYMENT 15
Page 1 of 3
| Water Pollution Control: | Cindy Cantero, Section Manager 175 E. 2nd Street, Suite 1300 Tulsa, OK 74103 918-596-9870 ccantero@cityoftulsa.org |
|---|---|
| Haikey Creek Wastewater Plant | Andy Lankford, Haikey Creek WWTP Superintendent 11602 E 151st Street Broken Arrow, OK 74011 918-369-5961 alankdord@cityoftulsa.org |
| Support Services | Steven Meier, Manager 175 E. 2nd Street, Suite 1300 Tulsa, OK 74103 918-596-9870 smeier@cityoftulsa.org |
INTRODUCTION
200.1 Project work shall include all equipment, labor, materials, and incidentals necessary
to remove existing equipment that is to be replaced, install the new equipment, and
place the new equipment in fully operational, functional and warrantable service. All
equipment to be supplied shall be brand new current year model and not used,
remanufactured, or discontinued items.
200.2 The Authority's contact people are:
Water Pollution Control: Cindy Cantero, Section Manager
175 E. 2nd Street, Suite 1300
Tulsa, OK 74103
918-596-9870
ccantero@cityoftulsa.org
Haikey Creek Wastewater Plant Andy Lankford, Haikey Creek WWTP Superintendent
11602 E 151st Street
Broken Arrow, OK 74011
918-369-5961
alankdord@cityoftulsa.org
Support Services Steven Meier, Manager
175 E. 2nd Street, Suite 1300
Tulsa, OK 74103
918-596-9870
smeier@cityoftulsa.org
201 QUALIFICATION REQUIREMENTS
201.1 Only contractors holding a valid pre-qualification certificate from the Tulsa
Metropolitan Utility Authority in Classification A or D, General Utility Constructions,
are eligible to bid on this project. No additional qualification information is required to
be submitted.
201.2 Only contractors that attend the mandatory pre-bid meeting will be allowed to bid on
this project.
201.3 SUMMARY OF BID ITEMS
The Basis of Award shall be twelve (12) bid items 1 through 12. The lowest
responsible bid shall be determined by the Base Bid amount for Bid Items 1 through
12.
Page 2 of 3
| BID ITEM | SPEC NO. | DESCRIPTION |
|---|---|---|
| 1 | 203.998 | Mobilization |
| 2 | 203.200 | All materials, labor, equipment, and supervision required for the TWAS Pumps, VFDS and RDT Building Improvements, Complete at Haikey Creek WWTP per these specifications. |
| 3 | COT 307 | 6" Ductile Iron Pipe Class 53 (401 Lined) |
| 4 | COT 312 | 6" Wye, DIP, RJ |
| 5 | COT 312 | 6" 45-Degree Bend, DIP, RJ |
| 6 | COT 312 | 6" 22-1/2-Degree Bend, DIP, RJ |
| 7 | COT 312 | 6" Solid Sleeve, RJ & Connection |
| 8 | COT 312 | 6" Plug Valve, RJ |
| 9 | COT 313 | Valve Box, Extension and Concrete Collar, Special |
| 10 | ODOT 602 | Remove and Replace Sidewalk |
| 11 | COT 325 | Solid Slab Sodding, Bermuda |
| 12 | 203.999 | Mechanical, Electrical, Plumbing and Unforeseen Circumstances Allowance for various mechanical, electrical, plumbing and unforeseen work not shown on the construction drawings or specified in the contract documents. |
BID
ITEM SPEC NO. DESCRIPTION
1 203.998 Mobilization
All materials, labor, equipment, and supervision required for the TWAS
2 203.200 Pumps, VFDS and RDT Building Improvements, Complete at Haikey Creek
WWTP per these specifications.
3 COT 307 6" Ductile Iron Pipe Class 53 (401 Lined)
4 COT 312 6" Wye, DIP, RJ
5 COT 312 6" 45-Degree Bend, DIP, RJ
6 COT 312 6" 22-1/2-Degree Bend, DIP, RJ
7 COT 312 6" Solid Sleeve, RJ & Connection
8 COT 312 6" Plug Valve, RJ
9 COT 313 Valve Box, Extension and Concrete Collar, Special
10 ODOT 602 Remove and Replace Sidewalk
11 COT 325 Solid Slab Sodding, Bermuda
Mechanical, Electrical, Plumbing and Unforeseen Circumstances Allowance
12 203.999 for various mechanical, electrical, plumbing and unforeseen work not
shown on the construction drawings or specified in the contract documents.
END OF SECTION
Page 3 of 3
RMUA PROJECT NO. WPC 26-2
HAIKEY CREEK OPERATION & MAINTENANCE CAPITAL EQUIPMENT REPLACEMENTS
SPECIFICATION CERTIFICATION SHEET
200 INTRODUCTION
201 QUALIFICATION REQUIREMENTS
202 SUMMARY OF BID ITEMS
203 DESCRIPTION OF BID ITEMS/WORK
203.200 TWAS Sludge Pumps
203.998 Mobilization Bid Item
203.999 Unforeseen Mechanical, Electrical, Plumbing Allowance
204 ANCILLARY EQUIPMENT & WORK
204.4 General Electrical
204.5 Painting
204.6 Concrete Coating
204.7 Concrete Rehabilitation
204.8 Cast In Place Concrete
204.9 Concrete Reinforcement
204.10 Construction Joints, Expansion Joints and Waterstops
204.11 Carpentry and Caulk
205 SUBMITTAL$
206 MONTHLY PROGRESS REPORTS & PROGRESS MEETINGS .* .
207 SECURITY
_. * LOYD ** *
208 SAFETY STEPHEN
TOLAR
209 PROTECTION OF PROPERTY
*. 20679
210 PROTECTION OF MATERIALS . ... -zo. *
211 REFERENCES TO OTHER SPECIFICATIONS
-7-----z
212 CLEAN-UP
213 PLACING WORK IN SERVICE Stephen Tolar, P.E., S.E.
OK 20679
214 PAYMENT
Holloway, Updike and Bellen, Inc.
END OF SPECIFICATIONS C.A. No. 219
Ex ires June 30, 2027
{Remainder of Page Left Intentionally Blank}
Page No 1 of 1
| 204.4.1 Electrical - General Provisions 204.4.2 Raceways, Boxes, Fittings and Supports 204.4.3 Wires and Cables (600 Volt maximum) 204.4.4 Miscellaneous Equipment | ____________________________________ Bruce Brown, P.E. OK 20995 Brown Engineers of Arkansas, LLC. C.A. No. 4933 Expires June 30, 2026 |
|---|
RMUA PROJECT NO. WPC 26-2
HAIKEY CREEK OPERATION & MAINTENANCE CAPITAL EQUIPMENT REPLACEMENTS
SPECIFICATION CERTIFICATION SHEET
204.4.1 Electrical - General Provisions
204.4.2 Raceways, Boxes, Fittings and Supports
204.4.3 Wires and Cables (600 Volt maximum)
204.4.4 Miscellaneous Equipment
____________________________________
Bruce Brown, P.E.
OK 20995
Brown Engineers of Arkansas, LLC.
C.A. No. 4933
Expires June 30, 2026
Page No 2 of 1
Haikey Creek Operation & Maintenance Specification No. 203.200
Capital Equipment Replacements TWAS Sludge Pumps
RMUA Project No. WPC 26-2
203.200 All materials, labor, equipment and supervision required for the removal and
replacement of two (2) TWAS Sludge Pumps, valves, piping and appurtenances at the
RDT Building basement of the Haikey Creek WWTP per these specifications.
203.200.1 The project located at the Haikey Creek WWTP, consists of removing
and replacing two existing rotary lobe TWAS pumps, motors, valves,
piping and other appurtenances. All work shall be performed in
conformance with the manufacturer's instructions and recommendations
for installation, subsequent testing of the new units, and ensuring they
are in proper operation.
203.200.2 The pump equipment numbers to be replaced are identified in the plan
set.
203.200.3 Contractor shall be knowledgeable about and shall field verify all
elevations and dimensions of existing piping and equipment that in any
way bears on the removal of the existing equipment and installation of
the new equipment. Work shall be based on field measurements. The
Authority will make available the information it has pertaining to the
existing equipment.
203.200.4 Project work shall include all materials, equipment, labor, and
supervision, necessary to complete the project as specified herein,
including but not limited to any and all crane work, rigging, delivery and
complete installation of components to fully operational and warrantable
condition.
203.200.5 Contractor shall submit work plan acceptable to the Engineer describing
the duration and sequence of work. Plan shall be approved prior to
commencement of work. All work requiring flow stoppage or equipment
removed from service must be scheduled 7 days in advance with Plant
Superintendent. Contractor shall have the pumps and necessary
materials at the installation site prior to any flow stoppage. It is the
contractor's responsibility to prepare the system being worked on for
disassembly. This includes closing of upstream/downstream valves and
pumping down any reservoirs necessary. It is the responsibility of the
Specification No. 203.200 - Page 1 of 6
Haikey Creek Operation & Maintenance Specification No. 203.200
Capital Equipment Replacements TWAS Sludge Pumps
RMUA Project No. WPC 26-2
contractor to bypass any flow into the sump during the duration of the
construction. The Plant Superintendent will instruct the contractor on
where to direct bypassed flow.
203.200.6 Equipment and parts shall be manufactured by Borger, Netzsch,
Vogelsang, or approved equal. Pumps shall be piggy-back vertical, non-
clog, heavy duty rotary lobe pumps designed for thickened waste
activated sludge service complete and all other accessories required for
proper operation that meet the following specification:
Basis of Design: Borger Rotary Lobe Pump EL 1000
Primary Duty Point 400 gpm
Differential Pressure 90.0 psi
Suction Conditions Flooded Suction
Medium Digested WAS
Percent of Solids 3
Viscosity of Product 115 cP
Maximum HP at Duty Condition 40 HP
Suction and Discharge Flange Size 6 in.
NPSHR shall not exceed 10 ft.
Shaft Deflection Shall Not Exceed 0.0038 in.
Maximum RPM shall be 350 RPM
Minimum volumetric efficiency shall be 89 %
Reference plan drawing pump schedule for additional details and
information to coordinate.
203.200.7 General:
* The equipment covered by these Specifications shall be of
standard design, and of proven ability as manufactured by
reputable concerns having long experience in the production of
such equipment. The equipment furnished shall be designed,
constructed, and installed in accordance with the best practice
and methods, and shall operate satisfactorily when installed as
shown on the Drawings.
Specification No. 203.200 - Page 2 of 6
Haikey Creek Operation & Maintenance Specification No. 203.200
Capital Equipment Replacements TWAS Sludge Pumps
RMUA Project No. WPC 26-2
* All equipment shall be designed and built for 24-hour continuous
service at any and all points within the specified range of
operation, without overheating, without cavitation, and without
excessive vibration or strain. Pump design shall allow run dry for
an indefinite period of time, without damage to the pump, or its
internals.
* The pumping units required under this section shall be complete.
All parts shall be so designed and proportioned as to have liberal
strength, stability, and stiffness and to be especially adapted for
the service to be performed. Ample room for inspection, repairs
and adjustment shall be provided.
* Stainless steel nameplates giving the name of the manufacturer,
the rated capacity, head, speed and all other pertinent data shall
be attached to each pump, motor, and control panel.
* All working parts of the pumps and motors, such as bearings,
wearing rings, shaft, sleeves, etc., shall be standard dimensions
built to limit gauges or formed to templates, such tat parts will be
interchangeable between like units and such that the owner may,
at any time in the future, obtain replacement and repair parts for
those furnished in the original machines.
* The nameplate ratings of the motors shall not be exceeded, nor
shall the design service factor be reduced when the pump is
operating at any point on its characteristic curve at maximum
speed.
* Mechanical equipment, including drives and electric motors shall
be supplied and installed in accordance with applicable OSHA
regulations. Galvanized steel guards shall be installed on all
rotation assemblies. The noise level of motors, unless otherwise
noted, shall not exceed 85 dBA measured 3 meters from the unit
under free field conditions while operating on utility power.
Specification No. 203.200 - Page 3 of 6
Haikey Creek Operation & Maintenance Specification No. 203.200
Capital Equipment Replacements TWAS Sludge Pumps
RMUA Project No. WPC 26-2
* All lubrication fittings shall be brought to the outside of all
equipment so that they are readily accessible from the outside
without the necessity of removing covers, plates, housings, or
guards.
203.200.8 Casing: One-piece Blockcasing from Grey Cast iron EN-GJL-250
(GG25) with easily replaceable axial and radial casing liners. Axial
casing protection liners from Hard Metal. Radial casing protection liners
from Hard Metal (MIP(R)).
203.200.9 Rotor: Tri-lobe, screw form, baseparts from EN-GJS-400-15 (GGG40),
with pushed-on tips, easily replaceable.
* Rotor coating: NBR
* Free ball entry D = 80 mm
* Displacement: 10,3 l/rev
203.200.10 Shaft Seal: Single-acting mechanical seals, type LW.
* Material code according EN 12756 [DIN 24960]: R1 R1 PD
* Seal faces: Duronit V/Duronit V
* Dynamic O-rings: NBR
* Seal holding bushes: 1.0503
* Stationary O-Rings: NBR
* Driven shaft Pos. 1.
203.200.11 Motors: The motors shall be 40 HP 3 phase, 460 volt, 60 Hz, TEFC,
inverter duty rated for operation with variable drives. All motors shall be
built in accordance with latest NEMA, IEEE, ANSI and AFBMA standards
where applicable. Motors shall conform to all requirements stipulated in
the motor section of this specification.
203.200.12 Spare Parts:
* One (1) set of cartridge mechanical seals and O-rings for each
pump.
* One (1) Set of lobes and O-rings for each pump
Specification No. 203.200 - Page 4 of 6
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