HomeMy WebLinkAboutResolution - 2013-R0061 - Contract - H2O Solutions LLC - Water Reservoir Services - 02/14/2013resolution No. 2013-R0061
February 14, 2013
,Item No. 5.7
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock is hereby authorized and directed to
execute for and on behalf of the City of Lubbock, Contract No. 11067 for water reservoir
inspection and cleaning services, by and between the City of Lubbock and H2O
Solutions, LLC, of Issaquah, Washington, and related documents. Said Contract is
attached hereto and incorporated in this resolution as if fully set forth herein and shall be
included in the minutes of the City Council.
Passed by the City Council on February 14, 2013
G O RTSON, MAYOR
r� fTEST:
Rebec Garza, City Secretary
APPROVED-AS 1.0 CONTENT:
—Ma ,A1aa4V
Marsha Reed, P.E., Chief Operating Officer
APPROVED AS TO FORM:
Chad Weaver, Assistant City Attorney
.:ccdocs/RES.Contraco-1-12O Solutions, LLC
January 31, 2013
Resolution No. 2013-R0061
CONTRACT NO. 11067
City of Lubbock, Texas
Contract for Services
For Water Reservoir Inspection and Cleaning Services
THIS CONTRACT made and entered into this 141h day of February 2013, by and between the City
of Lubbock ("City"), and H2O Solutions, LLC, ("Contractor").
WITNESSETH:
WHEREAS, the City of Lubbock duly advertised for bids for Water Reservoir Inspection and
Cleaning and bids were received and duly opened as required by law; and
WHEREAS, after careful consideration of the bid submitted by Contractor, the City authorized
the execution, in the name of the City of Lubbock a contract with said Contractor covering the service
of the said Water Reservoir Inspection and Cleaning.
NOW, THEREFORE, in consideration of the mutual agreement contained herein, as well as the
financial consideration hereinafter referred to, the parties hereby covenant and agree as follows:
In accordance with City's specifications and Contractor's bid, copies of which are attached
hereto and made part hereof, Contractor will provide to the City, Water Reservoir Inspection
and Cleaning Services and more specifically referred to as Items 1 — 19 Inspections and Items 1
— 19 Cleaning on the bid submitted by the Contractor or in the specifications attached hereto.
2. The City promises and agrees to employ, and does employ, the Contractor to cause to be done
the work provided for in this Contract and to complete and finish the same according to the
attached specifications, offer, and terms and conditions contained herein.
3. The Contractor shall perform the work according to the procedures outlined in the Bid Form
and Specifications attached hereto. The contract shall be for a term of one (1) year, with the
option of four (4), one (1) year extensions, said date of term beginning upon formal approval.
The City does not guarantee any specific amount of compensation, volume, minimum or
maximum amount of services under this contract.
4. This contract shall remain in effect until the expiration date, performance of services ordered,
or termination of by either party with a thirty (30) day written notice. Such written notice must
state the reason for cancellation. The City of Lubbock reserves the right to award the canceled
contract to the next lowest and best bidder as it deems to be in the best interest of the city.
5. Contractor shall at all times be an independent contractor and not an agent or representative of
City with regard to performance of the Services. Contractor shall not represent that it is, or
hold itself out as, an agent or representative of City. In no event shall Contractor be authorized
to enter into any agreement or undertaking for or on behalf of City.
6. The contractor shall obtain and maintain in full force and effect during the term of the contract,
commercial general liability coverage with insurance carriers admitted to do business in the
State of Texas. The insurance companies must carry a Best's Rating of A- VII or better. The
policies will be written on an occurrence basis, subject to the following minimum limits of
liability:
TYPE
General Liability
Commercial General Liability
Per occurrence
Automotive Liability
Combined Single Limit
Any Auto
Workers Compensation
AMOUNT
$1,000,000
General Aggregate
Products-Comp/Op AGG
Personal & Adv. Injury
Contractual Liability
$500,000
Statutory Amounts
Employer's Liability $1,000,000
COPIES OF ENDORSEMENTS MUST BE PROVIDED
The City of Lubbock shall be named as additional insured on a primary and Non -Contributory
basis on Auto/General Liability, with a waiver of subrogation in favor of the City of Lubbock
on all coverages. All copies of the Certificates of Insurance shall reference the project name or
bid number for which the insurance is being supplied. Copies of all endorsements are required.
The contractor will provide a Certificate of Insurance to the City as evidence of coverage. The
certificate will provide 30 days notice of cancellation, and under the cancellation section, the
wording "endeavor to" and "but failure to mail such notice shall impose no obligation or
liability of any kind upon the company, its agents or representatives" will be crossed out. A
copy of the additional insured endorsement attached to the policy will be included with the
certificate.
The contractor shall also maintain workers compensation insurance in the statutory amount.
If at any time during the life of the contract or any extension, the contractor fails to maintain
the required insurance in full force and effect, all work under the contract shall be discontinued
immediately. Any failure to maintain the required insurance may be sufficient cause for the
City to terminate the contract.
7. Neither the City nor the Contractor shall assign, transfer or encumber any rights, duties or
interests accruing from this Contract without the written consent of the other.
8. The City reserves the right to exercise any right or remedy available to it by law, contract,
equity, or otherwise, including without limitation, the right to seek any and all forms of relief in
a court of competent jurisdiction. Further, the City shall not be subject to any arbitration
process prior to exercising its unrestricted right to seek judicial remedy. The remedies set forth
herein are cumulative and not exclusive, and may be exercised concurrently. To the extent of
any conflict between this provision and another provision in, or related to, this document, this
provision shall control.
9. At any time during the term of the contract, or thereafter, the City, or a duly authorized audit
representative of the City or the State of Texas, at its expense and at reasonable times, reserves
the right to audit Contractor's records and books relevant to all services provided to the City
under this Contract. In the event such an audit by the City reveals any errors or overpayments
by the City, Contractor shall refund the City the full amount of such overpayments within thirty
(30) days of such audit findings, or the City, at its option, reserves the right to deduct such
amounts owing the City from any payments due Contractor.
10. This Contract consists of the following documents set forth herein; Invitation to Bid No. 13-
11067-RH, Specifications, and the Bid Form.
IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed the day
and year first above written. Executed in triplicate.
CITY OF LUBBOCK:
Glen obertso ayor
ATTEST:
Re a Gates, City_Secret
APPROVED AS TO CONTENT:
MQ j'd a 4
Marsha Reed, P.E.
Chief Operating Officer
APP D A O FORM:
Assistant City Attorney
CONTRACT
BY
Signator of uthor ed Representative
John Williams
Print Name
944 Die ry Circle NE #414
Address
Issarimh, WA 98029
City, State, Zip Code
ITB 13-11067-RH, Water Reservoir Inspection and Cleaning Services
City of Lubbock, TX
Purchasing & Contract Management
Bid 13-11067-RH
Water Reservoir Inspection and Cleaning Services
Specifications
1.0 INTRODUCTION
1.1 The purpose of these specifications is to describe the underwater inspection services and removal of
sedimentation to be performed annually. All storage facilities must remain in service during the
inspection procedure. Underwater divers will be utilized to inspect and clean these facilities. Necessary
precautions will be taken by the service provider to insure no contamination of reservoir will occur, no
turbidity or other contaminates will enter the water as a result of these inspection and cleaning activities.
1.2 The estimated square footage of the reservoirs floor has been provided for each site. Also included in the
bid are aerial photos of the facilities and a general drawing for the design of the ground storage units at
these locations. These units will be in various sizes and shapes i.e.: cylinder shape, various overheads
shapes and rectangular ground storage units.
1.3 This bid is divided into two parts. The first section is for the Inspection of these reservoir / Overhead
annually. This procedure will be done every twelve months for the term of the contract.
1.4 The second section is the Cleaning and Removal of Sediments / Sedimentation / Sand from these
facilities.
1.5 The inspection will set the presidents for the second section of the contract. The Inspection will provide
the information to meet TCEQ requirement for annual inspection and for the amounts of sediments / sand
to be removed from each facility. ,
2.0 REQUIREMENTS
2.1 All inspections must be made in accordance with the Texas Commission on Environmental Quality
(TCEQ) Rules, Section 290.46 (m) and the American Water Work Association (AWWA) Standards
referencing disinfection and cleaning procedures, and shall be performed on concrete and metal, elevated
and ground potable water storage structures.
2.2 All Safety procedures for the entry into confined spaces, overhead, ladders safety and towers will be in
compliance with Texas Administration Codes, TCEQ and OSHA regulations referencing General
Industry for Commercial Diving 2910 CFR all parts for Commercial Diving and TCEQ, AWWA
Standards for Cleaning and disinfection standards for potable water facilities
2.3 Each facility's structural integrity shall be evaluated. Items inspected shall include (but Not be restricted
to) ladders, shell, roof, vents, roof man -ways / man -ways, welds, weld seams metal or concrete (internal
and external), shell course, foundation and interior structures. All possible sources of contamination i.e.:
man -ways, including vent screening, overflow pipe, etc. shall be inspected. The inspections must
determine whether all air vents are in place and properly screened, the roof hatches are closed and locked,
flap valves and gaskets provide adequate protection against insects, rodents and other sources of
contamination, the interior and exterior coat systems provide adequate protection for surfaces and that the
tank remains in water tight condition.
2.4 All equipment used must be for potable water only. No diving gear or equipment used in Wastewater,
Salt Water, Lakes, or any substance other than potable water will be allowed. Any deviation from these
specifications will result in the contractor dismissal. Contractor will provide in writing a statement that
the equipment is in operation condition and is ready for use in Potable water. All equipment is subject to
inspection at any given time by a City of Lubbock representative.
2.5 Diving contractor will supply all the necessary equipment used in cleaning process i.e.: pumps, hoses,
lights entry mats. Cleaning procedures will combine vigorous brushing of surfaces cleaned, in addition to
ITB 13-11067-RH, Water Reservoir Inspection and Cleaning Services
removing loose material from reservoir by vacuum or other forms including water suction, and must be
done in such a manner that does not create turbidity inside the reservoir.
2.6 All equipment entering the reservoir will be place on a tarp/ mat or surface prepared for
equipment and meet sanitation requirements before entering in a potable water storage facility.
2.7 Contractor will submit a written report for each reservoir to be cleaned with the estimated amount of
sand / sediment within 15% to be removed from floor, bottoms and shelf inside each reservoir. Contractor
will be held to these estimates during cleaning.
2.8 A minimum of twelve measurements should be taken in each reservoir depicting the total amount of
sediment in the reservoir to be removed.
2.9 Any and All works by the contractor subject to the bid and not as add on for time i.e. overtime for
contractors employees, mobilization fee's etc. will be included in the bid.
3.0 CONTRACTOR QUALIFICATIONS
3.1 All inspectors or divers must be commercially certified, and hold a current I.D. card that provides proof
of such certification. All inspectors and divers shall comply with all state and federal safety regulations
applicable to this work.
3.2 All inspectors must be completely enclosed in a chemical resistant dry suit and full -face gear, completely
sealed from any water contact and disinfected with a chlorine solution according to AWWA standards
prior to entering the facilities.
3.3 All companies must submit, with their bid, a list of known cities or engineering companies for which they
have inspected potable water storage facilities. This must include contact name, address and phone
number, as a thorough check of references will be made. References for non -potable water tank
inspections are not acceptable.
3.4 Since the facilities will remain in service during inspections, no turbidity or other contamination shall be
caused due to the nature of the facility being in service and water directly going to the public. The
contractor will be dismissed from the job if turbidity or other contamination is caused by inspection or
cleaning activity.
3.5 Dates of work beginning and estimated completion date are binding for all inspections, to include
required documentation. The only exceptions are emergencies, extreme weather events.
3.6 Contractors must be a Commercial Certified Dive Company or Organization and have been in business
for 3 to 5 years or more.
3.7 Contractors / Businesses in the Commercial Dive Business 3 years must have employees
4.0 INSPECTION REPORT REQUIREMENTS
Reservoir inspection documentation is thoroughly examined by the state regulatory agency (TCEQ) on an
annual basis. The successful bidder must strictly adhere to the following reporting requirements.
A report will be prepared for each facility Inspected and shall include the following:
1. Color photographs in sufficient number to adequately depict the current conditions
internally and external of each facility.
ITB 13-11067-RH, Water Reservoir Inspection and Cleaning Services
2. A narrated color videotape/CD for each facility showing the front of the facility,
internal ladders, walls, floors, tops, hatches, welds, expansion joints, overflow
structures, ***sediment and any problem areas of more than three vertical inches in
depth of sand or sedimentation
3. A metal pit and blister survey, including pit depths and blister conditions, with
estimates of size and depth with a metal scale in inches of metal loss / pits.
4. A description of concrete condition denoting any problem areas such as deterioration,
foundation cracks or any condition that is not normal to the existing design.
5. Estimates of corrosion both above and below water, bases on Steel Structure, painting,
including graphs or pictures illustrating the amount of corrosion.
6. Measurements of sedimentation levels throughout each facility. There must be a
minimum of twelve (12) measurements in each reservoir. These measurements will be
at 12 o'clock, 3 o'clock, 6 o'clock and 9 o'clock. And in between if needed to show
sedimentation amounts.
7. Measurements must be documented by photo and a measurement device IE; metal
ruler/marked in inches showing the depth of sediment areas in each reservoir. **See
attached illustration.
S. The entrance hatch will be the reference point for all sites IE; North to South, East to
West in a clock wise rotation i.e.: 12 o'clock, 3 o'clock, 6 o'clock and 9 o'clock.
9. **SEE ATTACHED DRAWINGS FOR ILLUSTRATIONS
10. Description of the condition of: all hatches, vents and screens, ladders, overflow
structures, hatch gaskets, flap covers and screens.
11. Recommendations for repairs and cleaning including pricing for sedimentation removal
for each facility.
12. The inspection and report shall fully comply with TCEQ Chapter 290 paragraph
requirements.
13. All reports information, photographs, data, graphs, etc. shall be organized and put in a
hard binder along with the narrated videotape of the inspections for each site.
14. The completed report must be returned to the Water Production and Treatment
Superintendent within 45 days after the inspection is completed.
5.0 CONTRACT TERM AND PRICING
5.1 The purpose of this ITB is to set pricing for a period of one year with an option for four (4) additional
years a fum pricing for the item(s) and/or service(s) described herein, with an option to renew annually,
for up to four additional one-year periods upon mutual written agreement of both parties. Any extensions
of this contract will be under the same terms, conditions and pricing as the original twelve-month term.
5.2 This contract will allow for provisions of future sites not listed at this time should both parties agree on
teams and pricing for inspections and sedimentation removal.
6.0 MISCELLANEOUS
6.1 Each bidder must provide pricing for annual underwater inspection of each reservoir in the spaces
provided in the Bid Form. Inspections will be performed once annually. The storage facilities shall not be
ITB 13-11067-RH, Water Reservoir Inspection and Cleaning Services
drained and shall remain in service during all inspection activities. These inspection activities shall not
add turbidity or any other contamination to the water.
6.2 ** Each bidder must complete the underwater pricing for cleaning and inspections for each reservoir in
the space provided in the Bid form. Cleaning will be performed at the City Of Lubbock discretion.
6.3 The City Of Lubbock reserves the right to determine how many, and which reservoirs will be cleaned
each year during the contract term. Quantities are approximate and will vary and are not guaranteed.
6.4 The City of Lubbock's Water Production & Treatment Department has security policies and procedures
in place for the protection of all water storage facilities. The successful contractor will be required to
follow these policies with no exceptions.
6.5 All bidders must submit a videotape/CD showing their inspection process with their bid
6.6 The City of Lubbock will be responsible for the discharge stream and sand removal.
6.7 The number of reservoirs to be cleaned annually will be at the Cities discretion.
City of Lubbock, Texas
Purchasing and Contract Management
BID FORM
Water Reservoir Inspection and Cleaning Services
ITB No. 13-11067-RH
In compliance with the Invitation to Bid 13-11067-11H, the undersigned Bidder having examined the
Invitation to Bid and Specifications, and being familiar with the conditions to be met, hereby submits the
following Bid for furnishing the material, equipment, labor and everything necessary for providing the items
listed below and agrees to deliver said items at the locations and for the prices set forth on this form. A bid
will be subject to being considered irregular and may be rejected if it shows omissions, alterations of form,
conditional alternate bids, additions or alternates in lieu of the items specified, if the unit prices are
obviously unbalanced (either in excess of or below reasonably expected values), or irregularities of any
kind. The Invitation to Bid 13-11067-RH is by reference incorporated in this contract. The Bid Form must
be completed in blue or black ink or by typewriter.
ITEM
FACILITY DESCRIPTION FOR ANNUAL INSPECTION
UNIT OF
MEASURE
ANNUAL
CONTRACT
PRICE
Annual Inspection for Pump Station # 3,5 -Million Gallon, Rectangular
Concrete, Ground Storage Tank, (Ground level to top for reservoir,
I.
approx. 2 -feet) Estimated Water Depth 18 -Feet. Rectangular, Flat Roof.
EA
S 750.00
Reservoir Width 171 ft., Length 300 ft. estimated approx. square
footage is 42,500 sq. ft.
Annual Inspection for Pump Station #4,5 -Million Gallon, Cylinder
Concrete, Ground Storage Tank, (Ground level to top of reservoir, approx.
**2.
4 -feet) Estimated Water Depth 20 -feet. Circular, Dome Top Shape,
EA
S 650.00
Reservoir Cylinder 200 ft. diameter, estimated approx, square rootage is
31,452 sq. ft.
Annual Inspection for Pump Station #4, 10 -Million Gallon, Rectangular
Concrete, Ground Storage Tank, Ground level to top of reservoir, approx.
**3.
2 -feet) Estimated Water Depth 20 -feet. Rectangular, Aluminum Roof,
EA
S 900.00
Reservoir Width 176 ft., Length 368 ft. estimated approx. square
footage is 64,768 sq. ft.
Annual Inspection For Pump Station #6,2 -Million Gallon, Concrete,
Ground Storage Tank, (Ground level to top of reservoir, approx. 6 -feet)
4.
Estimated Water Depth 18 -feet.
EA
S 550.00
Circular, Flat Roof/Dome Cover, Reservoir is a Cylinder 138 ft. diameter
estimated approx. square footage is 14,975 sq. ft.
Annual Inspection for Pump Station #7, 2 -Million Gallon, Concrete,
Ground Storage Tank, (Ground level to top of reservoir, approx. 6 -feet)
**5.
Estimated Water Depth 20 -feet.
EA
S 550.00
Circular, Flat Roof/Dome Cover, Reservoir is a Cylinder 138 ft. diameter
estimated approx. square rootage is 14,975 sq. ft.
Annual Inspection for Pump Station 47,5 -Million Gallon, Concrete,
Ground Storage Tank,
**6
(Ground level to top of reservoir, approx. 6 -feet) Estimated Water Depth
EA
$
20 -feet.
650.00
Circular, Flat Roof/Dome Cover, Reservoir is a Cylinder 216 ft. diameter
estimated approx. square footage is 36,836 sq. ft.
2
Annual Inspection for Pump Station 98, 5 -Million Gallon, Concrete,
Ground Storage Tank,
7
(Ground level to top of reservoir, approx. 6 -feet) Estimated Water Depth
EA
S 650.00
20 -feet.
Circular; Flat Roof/Dome Cover, Reservoir is a Cylinder 216 ft. diameter
estimated approx. square footage is 36,836 sq. ft.
Annual Inspection for Pump Station #9, 5 -Million Gallon, Concrete,
Ground Storage Tank,
(Ground level to top of reservoir, approx. 6 -feet) Estimated Water Depth
8.
40 -feet.
EA
$ 500.00
Circular, Dome Top Shape, Reservoir is a Cylinder 165 ft. diameter
estimated approx. square footage is 21,408 sq. ft.
Annual Inspection for Pump Station # 12, Overhead Tower 150,000 -
gallon Elevated Steel Tank, (Ground level to top of reservoir, approx. 167-
*9.
feet) Estimated Water Depth 30 -feet.
EA
$ 450.00
Spherical; Shape, Reservoir Cylinder 34 ft. diameter estimated approx.
square footage Is 909 sq. ft.
Annual Inspection for 50th Street Overhead Tower, [-Million Gallon,
Elevated Steel Tank,
(Ground level to top of reservoir, approx. 164 -feet) Estimated Water
*10.
Depth 37 -feet.
EA
$ 450.00
Spherical; Shape, Reservoir is a Cylinder type 76 ft. diameter estimated
approx. square footage is 9454 sq. ft.
Annual Inspection for 74th Street Overhead Tower, 2 -Million Gallon,
Elevated Steel Tank, Ground level to top of reservoir, 126 -feet)
*11.
Estimated Water Depth 34 -feet.
EA
$ 450.00
Spherical; Shape, Reservoir Cylinder 105 ft. diameter estimated approx.
square footage is 8669 Sq. ft.
Annual Inspection for 35th Street, [-Million Gallon, Elevated Steel
Tank,
* 12
(Ground level to top of reservoir, 145 -feet) Estimated Water Depth 37-
EA
$ 450.00
feet.
Spherical; Straight Sidewall Shape, Reservoir Cylinder in shape 70 ft.
diameter estimated approx. square rootage is 3853 sq. ft.
Annual Inspection Cleaning for Water Treatment Clearwell, 2.5 -Million
Gallon, Concrete, This reservoir is divided into two sides, Side " A" and
**13.
Side" B"
Ground Storage Tank, (Ground level to top of reservoir, 4 -feet)
EA
$ 700.00
Estimated Water Depth 12 -feet. Rectangular; Flat Roof, Reservoir
length 190 ft. x 210 estimated approx. square rootage is 39,990 sq. ft.
Annual Inspection for Water Treatment Clearwell, 6 -Million Gallon,
Steel, Ground Storage Tank, (Ground level to top of reservoir, 28 -feet)
**14.
Estimated Water Depth 20 -feet.
EA
$ 650.00
Circular, Slightly Sloped Top Shape, Reservoir Cylinder 211 M diameter
estimated approx. square footage Is 35,007 sq. ft.
Inspection for Water Treatment Backwash Tank, 1.1 -Million
Gallon, Steel, Ground Storage Tank, (Ground level to top of reservoir, 45-
LAnnual
*Ifeet)
Estimated Water Depth 45 -feet. Circular, Slightly Sloped Top Shape,
EA
$ 450.00
Reservoir cylinder type in construction 65 lt. diameter estimated
approx. square rootage is 3,323 sq. ft.
* Overhead water supplies
** Two ground storage units at this site
*** This facility is 67 miles west of Lubbock located eight miles east of Muleshoe, Texas on US HWY 84
Annual Inspection for Ground Water Pump Station, 5 -Million
A.
B.
C.
Gallon, Concrete, Ground Storage Tank. 60 miles N.W. of Lubbock.
CLEANING AND SED[MENTATOIN REMOVIAL
COST
1" 0 -
(Ground level to top of reservoir, 24 -feet) Estimated Water Depth 24-
CONTRACTFOR
PRICE
EA
S 700.00
3 INCHES
feet. Circular; Flat roof/Dome Cover, Reservoir is a cylinder type in
(A+ B =C)
Reservoir Cleaning for Pump Station # 3, 5 -Million Gallon,
construction 216% diameter estimated approx. square footage is
36,686 sq. ft.
Annual Inspection for Pump Station # 10, 7 -Million Gallon, Concrete,
top of reservoir, approx. 2 -feet) Estimated Water Depth 18 -feet.
S3000.00
$ 500.00
Ground Storage Tank, Ground level to top of reservoir, approx. 12 -feet)
Rectangular, Flat Roof. Reservoir Width 175 ft. wide x 300 ft.
17.
Estimated Water Depth 24 -feet. Reservoir is a cylinder type in
EA
$ 650.00
long estimated approx. square footage is 42,500 sq. ft.
construction 216' diameter, estimated approx. square footage is 36,686
sq. ft.
Annual Inspection for Pump Station # 14,5 -Million Gallon, Concrete,
Cylinder Concrete, Ground Storage Tank, (Ground level to top
Ground Storage Tank, (Ground level to top of reservoir, approx. 26 -feet)
**2.
of reservoir, approx. 4 -feet) Estimated Water Depth 20 -feet.
18
Estimated Water Depth 24 -feet. Reservoir is a cylinder type in
EA
$ 650.00
Circular, Dome Top Shape, Reservoir Cylinder 200 ft. diameter
construction 200 ft. diameter estimated approx. square footage is
31,425 sq. ft.
Annual Inspection for Pump Station # 15, a 500,000 gallon steel tank,
Reservoir Cleaning for Pump Station #4, 10 -Million Gallon,
i9.
Reservoir is a cylinder type 87 ft. diameter estimated approx. square
EA
$ 450.00
footage is 5549 sq. ft.
**3.
TOTAL BID ITEMS t THROUGH 19: TOTAL ANNUAL CONTRACT PRICE
$ 11, 250.00
* Overhead water supplies
** Two ground storage units at this site
*** This facility is 67 miles west of Lubbock located eight miles east of Muleshoe, Texas on US HWY 84
A.
B.
C.
ITEM
CLEANING AND SED[MENTATOIN REMOVIAL
COST
1" 0 -
COST PER
ADDITIONAL
CONTRACTFOR
PRICE
3 INCHES
INCH
(A+ B =C)
Reservoir Cleaning for Pump Station # 3, 5 -Million Gallon,
Rectangular Concrete, Ground Storage Tank, (Ground level to
I.
top of reservoir, approx. 2 -feet) Estimated Water Depth 18 -feet.
S3000.00
$ 500.00
$ 3,500.00
Rectangular, Flat Roof. Reservoir Width 175 ft. wide x 300 ft.
long estimated approx. square footage is 42,500 sq. ft.
Reservoir Cleaning for Pump Station #4,5 -Million Gallon,
Cylinder Concrete, Ground Storage Tank, (Ground level to top
**2.
of reservoir, approx. 4 -feet) Estimated Water Depth 20 -feet.
$2,700.00
$ 300.00
$ 3,000.00
Circular, Dome Top Shape, Reservoir Cylinder 200 ft. diameter
estimated approx. square footage is 31,452 sq. ft
Reservoir Cleaning for Pump Station #4, 10 -Million Gallon,
Rectangular Concrete, Ground Storage Tank, Ground level to
**3.
top of reservoir, approx. 2 -feet) Estimated Water Depth 20 -Feet.
$ 5,800.00
$ 300.00
$ 6,100.00
Rectangular; Aluminum Roof, Reservoir Width 176 ft., Length
368 ft. estimated approx. square footage is 64,768 sq. ft.
Reservoir Cleaning for Pump Station #6,2 -Million Gallon,
Concrete, Ground Storage Tank,
4
(Ground level to top of reservoir, approx. 6 -feet) Estimated
$1,950.00
$ 100.00
$ 2,050.00
Water Depth 18 -feet.
Circular, Flat Roof/Dome Cover, Reservoir is a Cylinder 138 ft.
diameter estimated approx. square footage is 14,975 sq. ft.
Reservoir Cleaning for Pump Station 97,2 -Million Gallon,
Concrete, Ground Storage Tank,
**5
(Ground level to top of reservoir, approx. 6 -feet) Estimated
$1,450.00
$ 500.00
$11950.00
Water Depth 20 -feet.
Circular, Flat RoolYDome Cover, Reservoir is a Cylinder 138 ft.
diameter estimated approx. square footage is 14,975 sq. ft.
Reservoir Cleaning for Pump Station #7, 5 -Million Gallon,
Concrete, Ground Storage Tank,
**6
(Ground level to top of reservoir, approx. 6 -feet) Estimated
$2.700.00
$500.00
$ 3,200.00
Water Depth 20 -feet.
Circular; Flat Roof/Dome Cover, Reservoir is a Cylinder 216 ft.
diameter estimated approx. square rootage is 36,836 sq. ft.
Reservoir Cleaning for Pump Station #8, 5 -Million Gallon,
Concrete, Ground Storage Tank,
(Ground level to top of reservoir, approx. 6 -feet) Estimated
7
Water Depth 20 -feet.
$ 2.700.00
$100.00
$ 2,800.00
Circular; Flat Roof/Dome Cover, Reservoir is a Cylinder 216 ft.
diameter estimated approx. square footage is 36,836 sq. ft.
Reservoir Cleaning for Pump Station #9, 5 -Million Gallon,
Concrete, Ground Storage Tank, (Ground level to top of
8.
reservoir, approx. 6 -feet) Estimated Water Depth 40 -feet.
$1,800.00
$100.00
$1,900.00
Circular, Dome Top Shape, Reservoir is a Cylinder 165 ft.
diameter estimated approx. square footage is 21,408 sq. ft.
Reservoir Cleaning for Pump Station # 12, 150,000 -gallon
Elevated Steel Tank,
(Ground level to top of reservoir, approx. 167 -feet) Estimated
*9•
Water Depth 30 -feet.
$1,250.00
$ 50.00
$1,300.00
Spherical; Shape, Reservoir Cylinder 34 ft. diameter (approx.
909 sq. ft.)
Reservoir Cleaning for 50th Street, I -Million Gallon, Elevated
Steel Tank,
(Ground level to top of reservoir, approx. 164 -feet) Estimated
' 10
Water Depth 37 -feet.
$11900.00
$100.00
$ 2,000.00
Spherical; Shape,, Reservoir Cylinder 76 ft. diameter estimated
approx. square footage is 9454 sq. ft.
Reservoir Cleaning for 74th Street, 2 -Million Gallon,
Elevated Steel Tank,
(Ground level to top of reservoir, 126 -feet) Estimated Water
* 11.
Depth 34 -feet.
$ 2,200.00
$100.00
$ 2,300.00
Spherical; Shape, Reservoir is a Cylinder 105 ft. in diameter
estimated approx. square footage is approx. 8669 Sq. ft.
Reservoir Cleaning for 35th Street, 1 -Million Gallon, Elevated
Steel Tank,
(Ground level to top of reservoir, 145 -feet) Estimated Water
• 12.
Depth 37 -feet.
$11800.00
S100.00
$ 2.000.00
Spherical; Straight Sidewall Shape, Reservoir is a Cylinder 70
ft. in diameter estimated approx. square footage Is 3853 sq.
ft.
' Overnead water supplies
** Two ground storage units at this site
*** This facility is 67 miles west of Lubbock located eight miles east of Muleshoe, Texas on US HWY 84
The number of reservoirs to be cleaned annually will be at the Cities discretion.
PAYMENT TERMS AND DISCOUNTS - Bidder offers a prompt payment discount of 1 %,
net 15 calendar days. Discounts will not be considered in determining low bid. Unless otherwise
indicated on the Bid Form, payment terms will be NET THIRTY DAYS. The City will pay the
successful bidder within thirty days after the receipt of a correct invoice or after the date of
acceptance, whichever event occurs later. Discounts for prompt payment requiring payment by the
,,
u
Reservoir Cleaning for Water Treatment Clearwell, 2.5 -Million
Gallon, Concrete, this reservoir has two sides, Side "A" and
side" B", Ground Storage Tank, (Ground level to top of
**13-
reservoir, 4 -feet) Estimated Water Depth 12 -feet. Rectangular;
S 3,100.00
$100.00
$ 3.200.00
Flat Roof, Reservoir length 190 n. x 210 R. estimated
approx. square rootage is 39,990 sq. ft.
Reservoir Cleaning for Water Treatment Clearwell, 6 -Million
Gallon, Steel, Ground Storage Tank, (Ground level to top of
reservoir, 28 -feet) Estimated Water Depth 20 -feet.
*` 14.
Circular, Slightly Sloped Top Shape, Reservoir is a Cylinder
S2.700.00
$100.00
S2,800.00
211 ft. in diameter, estimated approx. square footage is
approx. 35,007 sq. ft.
Reservoir Cleaning for Water Treatment Backwash Tank, 1.l -
Million Gallon, Steel, Ground Storage Tank, (Ground level to
** 15,
top of reservoir, 45 -Feet) Estimated Water Depth 45 -feet.
S950.00
$ 50.00
$1,000.00
Circular; Slightly Sloped Top Shape, , Reservoir Is a Cylinder
65 R. diameter estimated approx. square footage is 3,323 sq,
ft,
Reservoir Cleaning for Ground Water Pump Station..5-
Million Gallon, Concrete, Ground Storage Tank, 0 mites
N.W. of LubhpSL (Ground level to top of reservoir, 24 -feet)
**# 16.
S2,700.00
S600.00
$ 3,300.00
Estimated Water Depth 24 -feet. Circular; Flat roof/Dome
Cover, Reservoir is a Cylinder 216(% diameter estimated
approx. square rootage is 36,686 sq, ft.
Reservoir Cleaning for Pump Station # 10, 7 -Million Gallon,
Concrete, Ground Storage Tank, (Ground level to top of
17.
reservoir, approx. 12 -feet) Estimated Water Depth 24 -feet.
S2,700.00
$100.00
$ 2,800.00
Circular tank 216' dia. Semi Dome Cover estimated approx.
square foots a Is 36,686.
Reservoir Cleaning for Pump Station # 14,5 -Million Gallon,
Concrete, Ground Storage Tank, (Ground level to top of
18.
reservoir, approx. 26 -feet) Estimated Water Depth 24 -feet.
$2,600.00
$100.00
$ 2.700.00
Reservoir Is a cylinder type 200 ft. diameter, estimated
approx. square footage is 31,425 sq, ft.
Reservoir Cleaning for Pump Station # I5, a 500,000 gallon
9
19.
steel tank, Reservoir Is a cylinder type 87 ft. diameter
$1.800.00
S50.00
$1850.00
estimated approx. square footage is 5,549 sq, f%
TOTAL BID ITEMS 1 THROUGH 19 (Column C):
$ 49,750.00
' Overnead water supplies
** Two ground storage units at this site
*** This facility is 67 miles west of Lubbock located eight miles east of Muleshoe, Texas on US HWY 84
The number of reservoirs to be cleaned annually will be at the Cities discretion.
PAYMENT TERMS AND DISCOUNTS - Bidder offers a prompt payment discount of 1 %,
net 15 calendar days. Discounts will not be considered in determining low bid. Unless otherwise
indicated on the Bid Form, payment terms will be NET THIRTY DAYS. The City will pay the
successful bidder within thirty days after the receipt of a correct invoice or after the date of
acceptance, whichever event occurs later. Discounts for prompt payment requiring payment by the
,,
u
City within a stipulated number of days will be interpreted as applying within the stipulated number
of calendar days after the date of receipt by the City of a correct invoice or after the date of
acceptance that meets contract requirements, whichever event occurs later. Discounts for payment
in less than ten days will not be considered.
MOST FAVOURED PRICING: The Bidder certifies that the price quoted is not in excess of the
lowest price charged anyone else, including its most favoured customer, for like quality and quantity
of the products/services; does not include an element of profit on the sale in excess of that normally
obtained by the Bidder on the sale of products/services of like quality and quantity; and does not
include any provision for discounts to selling agents. If at any time during the contract period, the
supplier should sell or offer for sale to any other customer, an equal or less quantity of similar
contract products of like or better quality, at a lower net price(s) than provided herein, supplier
agrees to notify the City and sell same product(s) at the lower price(s) on all deliveries made during
the period in which such lower price(s) is effective.
INTERLOCAL PURCHASING (optional): The City desires to make available to other local governmental entities of
the State of Texas, by mutual agreement with the successful bidder, and properly authorized interlocal purchasing
agreements as provided for by the Interlocal Cooperation Act (Chapter 791, Government Code), the right to purchase
the same services, at the prices quoted, for the period of this contract. Each bidder shall indicate on the Bid Foran in the
space provided below if he/she will honor Political Subdivision orders in addition to orders from the City of Lubbock.
Should these other governmental entities decide to participate in this contract, would you (the bidder) agree that all
terms, conditions, specifications, and pricing would apply?
Other governmental entities that might have interests in this contract are Frenship Independent School District,
Lubbock Housing Authority, Lubbock County, Lubbock County Hospital District, Lubbock Independent School
District, South Plains Association of Governments, City of Texarkana, Texas Tech University, West Texas
Municipal Power Agency, Lynn County, and City of Wolfforth.
YES x NO
• If you (the bidder) checked YES, the following will apply:
• Governmental entities utilizing Interlocal Agreements for Cooperative Purchasing with the City of Lubbock
will be eligible, but not obligated, to purchase materials/services under the contract(s) awarded as a result of
this solicitation. All purchases by governmental entities other than the City of Lubbock will be billed directly to
that governmental entity and paid by that governmental entity. City of Lubbock will not be responsible for
another governmental entity's debts. Each governmental entity will order their own materialstservice as needed.
THIS BID IS SUBMITTED BY H2O Solutions, LLC a corporation organized under the laws of
the State of Washington , or a partnership consisting of
individual trading as
Firm: H2O Solutions. LLC
Address: 944 Discovery Circle NE #414
of the City of
City: Issaquah State: WA Zip 98029
Bidder acknowledges receipt of the following addenda:
Addenda No. x Date 12-5-2012
7
or
Addenda No. Date
Addenda No. Date
M/WBE FirH I Woman Black American Native American
Hispanic American Asian Pacific Amed I Other (Soecifv)
Any entity or person that manufactures, distributes, converts new motor vehicles (or represents an
entity that manufactures, distributes, or converts new motor vehicles) or is in the business of buying,
exchanging, or selling new motor vehicles is required under the Tex. Occ. Code. Chapter 2301 to be
licensed by Motor Vehicle Division of the Texas Department of Transportation. In order for a bid
to be in compliance with the Motor Vehicle Commission Code, the bidder must hold and provide all
applicable current valid licenses issued by the State of Texas:
1. Name N/A and Manufacture's License No.
2. Name WA and Converter's License No.
3. Name N/A and Representative's License No.
4. Name and Franchise Dealer's License No.
General Distinguishing No. WA (Franchised TX dealer)
By
Au
- must sign by hand
Officer Name and Title: Jchn Wllltams Member/ Manager
Please Print
December 7
Business Telephone Number (206)491-4007 FAX: _(888)242-6147
E-mail Address: john®h2odlvingsoluUons.00m
RETURN COMPLETED & SIGNED BID FORM ALONG WITH CITY OF LUBBOCK
SPECIFICATIONS.
LABEL THE OUTSIDE OF YOUR SEALED BID WITH THE ITB NUMBER, THE
CLOSING DATE AND TIME, AND YOUR COMPANY NAME AND ADDRESS.
8