BID SCHEDULEFOR

CAMERON WATER TREATMENT PLANT IMPROVEMENTSPHASE II - CHEMICAL STORAGE AND FEED, RECYCLE PUMPS,

VALVE & FENCING IMPROVEMENTS

BASE BID

TotalItem Estimated Unit AmountNo. Quantity Unit Description Price (in numerals)

1 100% Lump Sum

Mobilization, Bonds and Insurance, not-to-exceed 5% of the Base Bid Amount, Complete For

$ $

2 100% Lump Sum

Provide Labor, Equipment, Tools and Supervision to Complete Preparation of Site, Complete For $ $

3 100% Lump Sum

Prepare Stormwater Pollution Prevention Plan, Including Submission to and Receiving Permits from Texas Commission on Environmental Quality (TCEQ), Complete For

$ $

4 100% Lump Sum

For Video Taping Project Site Before the Start of Construction on the Project, Complete for $ $

5 100% Lump Sum

Provide Project Record Drawings (As Builts), Complete For

$ $

6 100% Lump Sum

For Furnishing a Trench Safety Plan, signed by a PE licensed in the State of Texas, Complete for $ $

7 1500 Square Feet

For Implementation of Trench Safety for Structures (Valve Replacement), Complete for $ $

8 100% Lump Sum

Clean-up and Final Grading at Water Treatment Plant Site, Complete for

$ $

9 100% Lump Sum

Demolition, Removal and Disposal of Existing Chemical Bulk Storage & Applicable Feed Facilities, Complete For

$ $

2016-131-20 Page 1Revised

8-25-2021

BID SCHEDULEFOR

CAMERON WATER TREATMENT PLANT IMPROVEMENTSPHASE II - CHEMICAL STORAGE AND FEED, RECYCLE PUMPS,

VALVE & FENCING IMPROVEMENTS

BASE BID

TotalItem Estimated Unit AmountNo. Quantity Unit Description Price (in numerals)

10 100% Lump Sum

Furnishing, Installation and/or Modifying the Proposed Chemical Bulk Storage & Chemical Feed Facilities, Including all Materials, Labor, Chemical Pumps, Site Work, Concrete Containment Structure, Piping, Sump, Drain System, Valves, Connections, etc., Complete For

$ $

11 100% Lump Sum

Furnish and Install 20" Ductile Iron Waterline including Coring the Wall, Plug, and Blind Flange as Shown on Sheet CF-7, Complete For $ $

12 100% Lump Sum

Furnish & Install New Sodium Permanganate, Chlorine, Caustic and LAS Lines as Shown on Sheets CF-5 and CF-7 including all Fittings and Materials needed to Connect the New Chem Feed and Bulk Storage Facilities, Complete For

$ $

13 3 Each Furnish and Install Electric Actuators, Including Applicable Electrical Improvements on Filter Back Wash Slide Gates 1-3, Complete For $ $

14 2 Each Furnish and Install Electric Actuators and Torque Tube Extensions on Existing, Buried Clarifier Drain Plug Valves, Including Excavation, Backfill, Concrete Mow Pad, etc., Complete For $ $

15 100% Lump Sum

Provide Hardware, Programming and startup services for SCADA system as Described in Specification 26 09 30 and 26 09 40. $ 216,761.00 $ 216,761.00

2016-131-20 Page 2Revised

8-25-2021

BID SCHEDULEFOR

CAMERON WATER TREATMENT PLANT IMPROVEMENTSPHASE II - CHEMICAL STORAGE AND FEED, RECYCLE PUMPS,

VALVE & FENCING IMPROVEMENTS

BASE BID

TotalItem Estimated Unit AmountNo. Quantity Unit Description Price (in numerals)

16 100% Lump Sum

Furnish and Install Complete and In Place all Electrical Equipment Including but not limited to Panelboards, Conduit, Wire and Cable and Miscellaneous items. Mount and Wire SCADA Equipment Specified in Section 26 09 30 and Coordinate Termination of all I/O Points with SCADA Manufacturer. Provide all Antenna Towers and Antenna Mounts and Install Antenna Cable and Coordinate Termination with SCADA Manufacturer.

$ $

17 100% Lump Sum

Remove and Replace Existing Recycle Pumps & Control Panel Including Necessary Discharge Fittings/Piping to Connect to Existing Recycle Line, Complete For $ $

18 100% Lump Sum

Provide Material, Labor and Equipment for Installation of 6' Chain Link Fence with Barbed Wire and Gate Improvements as Shown on Sheets FI-1 thru FI-3. This shall include all Modifications to Existing Fence line, Site Work, Automatic Sliding Gates, Operators, Keyless Entry and Exit Pedestals, Key Fobs (4 Each Gate) and Electrical Improvements as Necessary, Complete For

$ $

TOTAL BID AMOUNT - BASE BID (ITEMS 1 - 18)

BID AMOUNT $(Numerals)

2016-131-20 Page 3Revised

8-25-2021

BID SUMMARY

$

$

General Contractor

By(Company)

By(Signature)

Business Address:

Phone No:

TOTAL BASE BID:

BASE BID AMOUNT (Items 1 - 18):

(Date)

2016-131-20 4Revised

8-25-2021

Peristaltic Pumps M4 - Page 1 of 4

TECHNICAL SPECIFICATIONS

SECTION M4 – PERISTALTIC CHEMICAL FEED PUMPS

PART 1 – GENERAL

1.01 SCOPE

This specification covers the requirements for furnishing and installing peristaltic pumps at the Cameron Water Treatment Plant which include two (one duty and one redundant) pump for each of the following: Alum, Caustic Feed, Liquid Ammonium Sulfate Feed and Sodium Permanganate Feed (four pumps total), totaling eight (8) pumps. The peristaltic pumps shall come pre-assembled on a fiberglass “pump skid” consisting of a stand alone table with containment built in and pre-plumbed suction, discharge and calibration chamber. Piping shall have applicable isolation valves, pressure reliefs, check valves, etc. required for normal operation

1.02 SYSTEM INTERGRATION

Chemical Metering System shall be designed, coordinated and supplied by a competent SYSTEM INTERGRATOR. The SYSTEM INTERGRATOR shall be regularly engaged in the business of designing and assembling liquid chemical feed systems for water treatment and wastewater treatment plant projects. The SYSTEM INTERGRATOR shall be responsible for ensuring that a complete functioning system is supplied for the chemical feed system. The SYSTEM INTERGRATOR shall be responsible for coordinating and mounting all equipment, piping, valves and appurtenances for the Chemical Feed System

1.03 QUALITY ASSURANCE

A. The equipment specified herein is intended to be chemical metering system for a municipal water or wastewater application with a proven ability as manufactured by parties having extensive experience (at least five (5) installations of the same design, with a minimum of three years successful operation) in the production of such equipment. The chemical metering system shall be fabricated as an integral unit by a single Supplier. The equipment furnished shall be designed, constructed and installed to operate satisfactorily when installed as shown on the Drawings. Equipment furnished shall operate satisfactorily under all operating conditions.

B. If submitted equipment requires arrangement differing from that which is indicated on the drawings or specified, prepare and submit for review complete structural, mechanical, and electrical drawings and equipment lists showing all necessary changes and embodying all special features of equipment proposed. Any changes are at no additional compensation and the Contractor will be responsible for all Engineering costs of redesign by the Engineer, if necessary.

C. Acceptable Manufacturers: 1. Environmental Improvements.2. or Engineered approved equal

.

1.04 INFORMATION REQUIRED WITH SHOP DRAWINGS

Shop Drawings shall include descriptive literature, dimensioned prints, performance curves and data sheets in sufficient detail to fully describe equipment being offered.

Peristaltic Pumps M4 - Page 2 of 4

PART 2 -- PRODUCTS

2.01 VARIABLE SPEED PERISTALTIC PUMP

A. General: Pump components shall be constructed of corrosion resistant materials suitable for the chemical specified. Wetted parts of all metering pumps and appurtenances specified herein shall be confirmed by the Manufacturer to ensure optimum corrosion and erosion free operations for the chemicals involved. Manufacturer shall provide written certification that the equipment and materials have been selected for the chemicals being pumped.

B. Construction: Pumphead

1. Technology: Provide tool-free ReNu cartridge-style peristaltic pumphead technology. For operator safety, pumphead must be serviceable as a single replaceable component. Pumps that require an operator to open the pumphead for tube replacement, cleaning, or rebuilding or that require tools for maintenance are unacceptable.

2. Max rating: a. Qdos 30 at 125 rpm and 100 psi of continuous discharge pressure. b. Qdos 120 at 125 rpm at 60 psi of continuous discharge pressure.

3. Housing construction: corrosion resistant and high impact resistant glass filled PPS or PPE/PS.

4. Geometry: Pumphead shall consist of sealed track housing with in-line porting. Suction and discharge ports shall be 180 degrees apart with bottom suction and top discharge.

5. Rotor: Pumphead rotor shall be constructed of glass filled Nylon, sealed within the track housing, and supported by its own bearings. Peristaltic occlusion level shall be factory set to ensure flow accuracy of +/- 1% and repeatability performance of +/- 0.5% and shall not require any field adjustment.

6. Contact Materials: All pumphead components in the fluid path must be NSF61 listed and shall be of materials specified by the manufacturer as compatible with the process fluid.

7. Leak containment/detection: In the event of peristaltic element failure, the leak sensor shall shut the pump down immediately with all process fluid contained within the sealed pumphead.

a. Sensor type: Utilize non-contacting optical sensor. Sensor shall not come in contact with the process fluid, shall contain no moving parts, shall not depend on the capacitance of the process fluid, shall not require fluid to leak out of the pump housing for engagement, nor shall require any sensitivity or calibration adjustment.

b. Alarm: Sensor shall shut down the pump, give a visual indication on the drive controller, and if specified shall provide an output general alarm signal.

c. For operator and environmental safety, pumps which do not have leak containment, leak sensor, and shutdown are not acceptable. For additional overpressure safety, sealed pumphead shall have a controlled drain-to-waste port.

8. Port connections: Pumphead shall utilize polypropylene compression fittings which shall mate to 10mm ID reinforced, transparent PVC interface hose. Provide polypropylene compression by ½” NPT adaptors for connecting interface hose to process line.

9. Spares: Provide one (1) spare pumphead per pump supplied.

C. Drive 1. Rating: Continuous 24 hour operation, 45o C ambient. 2. Voltage: Drive shall be suitable for 100-240VAC, 50-60Hz, 1-Phase with an internal switch-

mode power supply. Supply nine-foot length mains power cord with standard 115VAC three-prong plug.

3. Max drive power consumption: 190VA. 4. Enclosure: NEMA 4X constructed out of corrosion and impact resistant engineering plastic,

20% Glass filled PPE/PS. By nature of the environmental conditions, painted or unpainted metallic housing including 316SS are not acceptable. Enclosure shall house the drive motor and all control circuitry in one integrated unit. Separate VFDs and motors are not acceptable.

Peristaltic Pumps M4 - Page 3 of 4

5. Direct coupled pumphead with fully protected drive a. Pumphead shall direct couple mount to the controller via a splined drive shaft and

shall be locked in place by two tool-free thumbscrews or lever mechanism. b. Pumphead shall be fully sealed to prevent any contamination of the controller or

drive shaft by process fluid. c. Pumphead shall contain its own rotor bearings and not impart an overhung load on

the pump shaft. d. Pumpheads shall be supplied mounted to the left or right side of the drive enclosure

as specified in the drawings. If not specified, pumpheads shall mount to right side of the enclosure.

e. Drive shall stop shaft rotation and give visual alarm in the event the pumphead is removed.

6. Drive motor: brushless DC motor with integral gearbox and closed loop tachometer feedback. a. Circuitry complete with temperature and load compensation and protection.

D. Human-Machine Interface (HMI) and Control

1. Manual Control Interface a. Display: Backlit graphical TFT Display capable of up to 8 lines of text with up to 26

characters per line to display pump tag number, flow rate, and programming instructions. Display shall also provide visual indication of running status via screen color: Blue = Running, White = Stopped and Red = Warning.

b. Keypad: Keypad for start, stop, speed increment, speed decrement, rapid prime, and programming.

c. Flow units: Programmable in either ml/min or gallons/hour. d. Security: Programmable keypad lock and PIN security for optional lockout of all

keys except emergency start/stop. e. Auto Restart: feature to resume pump status in the event of power outage

interruption. f. Multilingual menu: include programming menus in nine languages, including at a

minimum English, Spanish, and French. g. Fluid level monitor: Programmable flow totalization to advise operator when their

supply tank is low. 2. Remote Control I/O

a. Speed Control Input: Analog 4-20mA speed input with 1,600:1 turndown with incremental steps of 10 microamps.

b. Speed Analog Output: Analog 4-20mA c. Status Outputs: Two status outputs 24VDC Open Collector, 24VDC Status relay, or

110VAC Status Relay as required by the process and instrumentation drawings software configurable to indicate the following: (Only two of the status listed below can be utilized).

1. General Alarm status 2. Running/Stopped status 3. Auto/Manual Mode status 4. Leak Detected status

3. HMI, analog connections, and mains power shall be accessible from the front or side of the enclosure. Minimum requirements: Pumps that do not meet the minimum manual and automatic control requirements as specified above are not acceptable

2.02 MANUFACTURER

A. Peristaltic Pumps shall be model Qdos 30 or Qdos 120 as manufactured by Watson-

Marlow or approved equal. Approved equals for peristaltic pumps will be reviewed in the Bid Process. If an equal is approved, it will be included in a formal addendum.

Peristaltic Pumps M4 - Page 4 of 4

2.03 CHEMICAL SPECIFIC PUMP REQUIREMENTS

A. General. This subsection covers the requirements for furnishing and installing peristaltic type chemical feed pumps for the following processes:

1. Alum Feed

Pump Model Qdos 120 Number of Pumps 2 Fluid Concentration 40% Fluid Temperature ............................................................ Ambient Max. Capacity (gallons per minute). ................................ 0.5 gpm Min. Capacity (gallons per minute) .................................. 05 gpm Power Supply 115 VAC, 60 Hz, 1 Ph

2. Caustic Feed

Pump Model Qdos 30 Number of Pumps 2 Fluid Concentration ................................................................ 50% Fluid Temperature ................................................... up to 95 deg F Max. Capacity (gallons per minute). .............................. 0.13 gpm Min. Capacity (gallons per minute) ............................... 0.01 gpm Power Supply 115 VAC, 60 Hz, 1 Ph

3. Liquid Ammonium Sulfate Feed

Pump Model Qdos 30 Number of Pumps 2 Fluid Concentration 40% Fluid Temperature ............................................................ Ambient Max. Capacity (gallons per minute). .............................. 0.13 gpm Min. Capacity (gallons per minute) ............................... 0.01 gpm Power Supply 115 VAC, 60 Hz, 1 Ph

4. Sodium Permanganate Feed

Pump Model Qdos 30 Number of Pumps 2 Fluid Concentration 40% Fluid Temperature ............................................................ Ambient Max. Capacity (gallons per minute). .............................. 0.13 gpm Min. Capacity (gallons per minute) ............................. 0.004 gpm Power Supply 115 VAC, 60 Hz, 1 Ph

Peristaltic Pumps M4 - Page 5 of 4

SECTION 3 – EXECUTION

3.01 INSTALLATION

A. Contractor shall install items in accordance with manufacturer's recommendations and as indicated and specified.

B. Contractor shall furnish and install suction piping from the bulk storage tank, including isolation valves. Piping shall pass through existing openings in concrete wall. Contractor shall furnish and install calibration assembly consisting of graduated chamber, interconnect piping and isolation ball valves on the pump suction line.

C. Pumps shall come pre-assembled with fiberglass pump skid/table requiring Contractor to install table, connect electrical and connect to Suction and Discharge Interconnect Piping.

3.02 -3.10 (not used)

3.05 PAYMENT

Unless otherwise indicated, no separate measurement or payment for work performed under this Section. Include cost of same in Contract price bid for work of which this is a component part.

END OF SECTION

PROPOSED FENCINGREPLACEMENT AND 18'

AUTOMATIC SLIDING GATE

TO BE REMOVED

425 L.F. OF 6' CHAINLINK FENCEWITH 3 STRANDBARBED WIRE

(MATCH EXISTING)

OPERATOR

PROPOSED FENCINGREPLACEMENT AND 20'

AUTOMATIC SLIDING GATE

PROPOSED FENCINGREPLACEMENT AND 20'

AUTOMATIC SLIDING GATE

OPERATORFUTUREOFFICE

BUILDING

OPERATOR

EXISTINGWWTP

FI-1SHEET NO.

OF

CONSULTING ENGINEERSTEMPLE, TEXAS 76501

BY

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

REVISIONDATENO.

C

KASBERG, PATRICK & ASSOCIATES, LP

KPA Firm Registration Number F-510

Zane G. Cooper

0

HORIZONTAL SCALE IN FEET

30 60

Plotted By:

Plot Date: Aug 25, 2021 - 10:37am

ZCOOPER

Jake L. Blair, P.E.

FENCING IMPROVEMENTS 3

NORTH

CITY OF CAMERON, TEXAS2016-109

2021 Kasberg, Patrick & Associates, LP

WATER TREATMENT PLANT IMPROVEMENTSPHASE II

P:\C

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AERIAL PHOTO 08-25-2021

Base Material

Uniform Zinc Coating(Hot Dip)

Zinc Phosphate CoatingEpoxy Primer

1716"

112"

FLAT MOUNT

NOTES:1.) Post size depends on fence height and wind loads. See MONTAGE PLUS post sizing chart.2.) Two rail.3.) Available in 3" air space bottom.

Acrylic Topcoat

TM

Bracket Options2" Nom.

Standard Heights 6'-0"

45" Min.Footing Depth

5"11

2" MONTAGE PLUS Rail(See Cross- Section Below)

TM

Post 212" x 16ga

1

34" 18ga. Picket

2

RAKING DIRECTIONAL ARROWWelded panel can be raked30" over 8' with arrow pointing downgrade.

MONTAGE PLUS RAILSpecially formed high strengtharchitectural shape.

TM

PROFUSION WELDING PROCESSNo exposed welds,Good Neighbor profile - Sameappearance on both sides

TM

MONTAGE PLUS RAILTM

E-COAT COATING SYSTEM

TYPICAL41516"

8' O.C. Nom.

3

BX111

BRACKET

3

4' wide gate Arrangement

578" TYP.

112" MONTAGE PLUS Rail

(See Cross- Section on Panel Drawing)

34" x 18ga. Picket

Gate Upright13

4" x 14 ga.

Weld on Box Hinge

6"

4

Standard Heights 6'-0"

45" Min.Footing depth

3

Post size varies with Height(See MONTAGE PLUS Post-Sizing chart)TM

3"Nom.

23" (Latch Clearance)Ameristar Standard

Leaf Widths2" (Hinge Clearance)

4'-0" 2

NOTES:1.) Post size depends on fence height, weight and wind loads. See MONTAGE PLUS post sizing chart.2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths.3.) Additional styles of gate hardware are available on request. This could change the Latch & Hinge Clearance.4.) Two rail Profile.

TM

Values shown are nominal and not to be usedfor installation purposes. See productspecification for installation requirements.

GATE OPENING6' THROUGH 32'

FENCE LINE

LATCHING POST

LATCH

ROLLER GUIDE POST

ROLLER GUIDE POST

FENCE LINE

V-TRACK

DETAIL B

GATEHEIGHTS

4', 5', 6', 7', 8'

36"

DETAIL A

DETAIL C

1234"±1/4"

SAFETYSHIELD

ISO VIEW

DETAIL A

ISO VIEW

DETAIL B

TOP VIEWSIDE VIEW

DETAIL C

A1 TYPICAL FENCE DETAILS

A4 TYPICAL FENCE SECTION

B4 TYPICAL FENCE CORNER LAYOUT PLAN

TYPICAL CHAINLINK FENCE DETAILSTYPICAL CHAINLINK FENCE DETAILS

TYPICAL IRON FENCE DETAILS

FI-2SHEET NO.

OF

CONSULTING ENGINEERSTEMPLE, TEXAS 76501

BY

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

REVISIONDATENO.

C

KASBERG, PATRICK & ASSOCIATES, LP

KPA Firm Registration Number F-510

Zane G. Cooper

Plotted By:

Plot Date: Aug 25, 2021 - 10:37am

ZCOOPER

Jake L. Blair, P.E.

FENCING IMPROVEMENTS 3

CITY OF CAMERON, TEXAS2016-109

2021 Kasberg, Patrick & Associates, LP

WATER TREATMENT PLANT IMPROVEMENTSPHASE II

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FENCING DETAILS 08-25-2021

ELEVATIONKEYLESS GATE ENTRY

REINFORCING DETAILOPERATOR FOUNDATION

KEYLESS GATE ENTRY PEDESTALPLAN

LOCATION OF CHAIN BRACKET

CHAIN BRACKET DETAIL

FI-3SHEET NO.

OF

CONSULTING ENGINEERSTEMPLE, TEXAS 76501

BY

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

REVISIONDATENO.

C

KASBERG, PATRICK & ASSOCIATES, LP

KPA Firm Registration Number F-510

Zane G. Cooper

Plotted By:

Plot Date: Aug 25, 2021 - 10:37am

ZCOOPER

Jake L. Blair, P.E.

FENCING IMPROVEMENTS 3

CITY OF CAMERON, TEXAS2016-109

2021 Kasberg, Patrick & Associates, LP

WATER TREATMENT PLANT IMPROVEMENTSPHASE II

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)

FENCING DETAILS 08-25-2021