Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Resolution - 2016-R0318 - Award Bid - Hydro Resources Mid Continent Inc - Brackish Ground Water Test Well - 10/13/2016
Resolution No.2016-R0318 Item No.6.5 October 13,2016 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT City of Lubbock Bid No.RFP 16-12973-MA is awarded to Hydro Resources Mid Continent.Inc..oi'Sunray.Texas,for Brackish Ground Water Test Well,and further THAT the Mayor of the City of Lubbock is authorized and directed to execute,for and on behalf of the City of Lubbock a contract for said activities with the terms of the bid submittal attached hereto and incorporated herein, and related documents. Passed by theCity Council on October 13.2016 ATTEST: t?mfebeccaGarza/City Secretary APPROVED AS TO CONTENT: folL.Wood Franklin.P.E.,Director of Public Works APPROVED AS TO FORM: DANIEL M.POPE.MAYOR RES.Bid Award-Hydro Resources MidContinent Inc 9.7.16.16 `CERTIFICATE OF INTERESTED PARTIES FORM 1295 1of1 Complete Nos. 1- 4 and 6 if there are interested parties. Complete Nos.1, 2, 3, 5, and 6 if there are no interested parties. OFFICE USE ONLY CERTIFICATION OF FILING Certificate Number: 2016-114561 Date Filed: 09/21/2016 Date Acknowledged: 09/21/2016 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. Hydro Resources Mid Continent Inc Sunray, TX United States 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Lubbock Texas 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 12973 Drilling Groundwater Test Well 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling Intermediary City of Lubbock Lubbock, TX United States X -.r-4 5 Check only if there is NO Interested Party. ❑ 6 AFFIDAVIT I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. Signature of authorized agent of contracting business entity AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me, by the said , this the day of , 20 , to certify which, witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath corms proviaea Dy i exas ttrncs Lommission www.etnics.state.tx.us Version V1.0.277 CERTIFICATE OF INTERESTED PARTIES FORM1295 loll Complete Nos. 1 - 4 and 6 If theie are interested parties. OFFICE USE ONLY Complete Nos. 1, 2. 3. S. and 6 It there are no interested parties. CERTIFICATION OF FILING iCertificate Number: I Name of business entity filing form, and the city, state and country of the business entity's place of business. 2016-114561 Hydro Resources Mid Continent Inc Sunray. TX United States Dale Filed: 09/21/2016 12 Name of governmental entity or state agency that Is a party to the contract for which the form Is being riled. City of Lubbock Texas Date Acknowledged: 3 Provide the identification number used by the govemmental entity or state agency to track or Identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 12973 Drilling Groundwater Test Well 4 Nature of interest Name of Interested Party City, State, Country (place of business) (check applicable) Controlling Intermediary City of Lubbock Lubbock, TX United States X 5 Check only If there Is NO Interested Party. 6 AFFIDAVFT I swear, or affirm, under penalty of pequry, that the above disclosure is true and correct. N -]RP A n Ex My �on, - in Explm 9etitaty 9. 2017 201 Signaol df auth ed agent of contracting business entity W Air RX NOTARY STAMP/ SE& ABOVt_,I._. JU 10 Sworn to d subscribed before me. by the said this the dav of t�: 2 to certify which, witness my hand and seat of office. Siii" of officer admhster" -oath Printed name of officer adminis4ing oath Title of officer administeft oath r W WJF 0 � &-%J Ll%,.a %.OWN 9411 11.201WO I VVVVVV.0 till L.*j.btdtt:.lA.u5 version V1.0.277 L-) BOND CHECK BEST RATING: LICENSED IN TEXAS DATE: BY: CONTRACT AWARD DATE: September 22, 2016 City of Lubbock Specifications for Brackish Groundwater Test Well RFP 16-12973-MA CONTRACT 12973 PROJECT NUMBER: 8598.8302.8598 Plans & Specifications may be obtained from BidSync.com X016-1�031g CITY OF LUBBOCK Lubbock, Texas Page Intentionally Left Blank ADDENDUM(S) tLub�Tyo, bock ADDENDUM 1 16-12973-RFP Brackish Ground Water Test Well Date Issued: August 16, 2016 Close Date: August 30, 2016 @ 3:00 p.m. The following items take precedence over specifications for the above named Request for Proposals. Where any item called for in the RFP documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. Please be advised of the following information: 1) HDR Engineering Addendum 1 is attached. All requests for additional information or clarification must be submitted in writing and directed to: City of Lubbock Marta Alvarez, Director of Purchasing & Contract Management P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to (806)775-2164 or Emailed to malvarezA nylubbock.us THANK YOU, w4V4 A%4vf Director of Purchasing & Contract Management It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the Offeror's responsibility to advise the City of Lubbock Director of Purchasing & Contract Management if any lawwa e, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this RFP to a single source. Such notification must be submitted in writing and must be received by the Director of Purchasing & Contract Management no later than five (5) business days prior to the bid close date. A review of such notifications will be made. rJ ADDENDUM NO. 1 City of Lubbock Specifications for Brackish Groundwater Test Well RFP 16-12973-MA CONTRACT 12973 PROJECT NUMBER: 8598.8302.8598 This addendum will be considered part of the Contract Documents and is issued to change, amplify, add to, delete from, or otherwise explain the subject Contract Documents Where provisions of this Addendum differ from those of the original Contract Documents, this Addendum will take precedence and govern. Bidders are hereby notified that they will incorporate this Addendum into their bids, and it will be construed that the Contractor's Bid will reflect with full knowledge all items, changes, and modifications to the Contract Documents herein specified. Bidders will specifically acknowledge receipt of this Addendum in the space provided on the Bid Form. Specifications 1. Section 01060, Section 1.9.B.: Delete sentence: "Owner will obtain permit and provide design requirements from Lubbock County to Contractor prior to Mobilization" and replace with the following two sentences "Owner has obtained permit and construction requirements. The permit requires a 24 IN culvert with safety end treatments having a 6:1 slope." END OF ADDENDUM Issued by: `-----�^�_ - Larry F. Land, .E. \ August 15, 2016 City of Lubbock Brackish Groundwater Test well ADDENDUM NO, I Face ADD t-I (' 1 r Page Intentionally Left Blank 'ock TEXAS ADDENDUM 2 16-12973-RFP Brackish Ground Water Test Well Date Issued: August 23, 2016 Close Date: August 30, 2016 @ 3:00 p.m. The following items take precedence over specifications for the above named Request for Proposals. Where any item called for in the RFP documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. Please be advised of the following information: 1) HDR Engineering Addendum 2 is attached. All requests for additional information or clarification must be submitted in writing and directed to: City of Lubbock Marta Alvarez, Director of Purchasing & Contract Management P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to (806)775-2164 or Emailed to malvarez@—l-nylubbock.us THANK YOU,, yA &v4 ,4e1 Director of Purchasing & Contract Management It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the Offeror's responsibility to advise the City of Lubbock Director of Purchasing & Contract Management if any language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this RFP to a single source. Such notification must be submitted in writing and must be received by the Director of Purchasing & Contract Management no later than five (5) business days prior to the bid close date. A review of such notifications will be made. ADDENDUM NO. 2 City of Lubbock Specifications for Brackish Groundwater Test Well RFP 16-12973-MA CONTRACT 12973 PROJECT NUMBER: 8598.8302.8598 This addendum will be considered part of the Contract Documents and is issued to change, amplify, add to, delete from, or otherwise explain the subject Contract Documents Where provisions of this Addendum differ from those of the original Contract Documents, this Addendum will take precedence and govern. Bidders are hereby notified that they will incorporate this Addendum into their bids, and it will be construed that the Contractor's Bid will reflect with full knowledge all items, changes, and modifications to the Contract Documents herein specified. Bidders will specifically acknowledge receipt of this Addendum in the space provided on the Proposal Submittal Form: Unit Price Proposal Contract. Specifications Section 01060: Special Conditions Subsection 1.9. Site Access A: Delete B: Delete and Replace with: "All trucks and equipment are to enter the work site from County Road 2800 and about one-fourth mile south of FM 1585. Access will require the contractor to (1) cut into the 34 ft embankment from County Road 2800 for the roadway to the work site, (2) cut the existing security fence, and (3) install a double swing gate of the same height and construction as the existing fence. No culvert is required. The gate and road access is to be left in place after the construction. Contractor may place a road base material from County Road 2800 to the site of the test well, but it is not required. Spoil from embankment cut can be spread in and around the test site." D.: Delete Subsection 1.10. Produced Water A: Delete Sentence: "This water is to be discharged directly into one of the Evaporation Ponds." B: Delete and Replace with: "Measures must be taken to collect produced water during well development and performance testing and to dispose of as specified in Section 1560." Section 01340: Submittals Subsection 1.3. Transmittal of Submittals B: Delete "Attn: Paula Jo Lemmonds". Replace with: "Attn: Paula Jo Lemonds". Section 01560 Environmental Protection and Special Controls Subsection 3.1. Installation B. Land Protection 7: Delete "Sludge pits". Replace with: "Sludge and development water pits". C. Surface and Ground Water Protection: 1: Delete subsection b. August 19, 2016 City of Lubbock Brackish Groundwater Test Well ADDENDUM NO. 1 Page ADD 1-1 3: Delete and Replace with: "Collect drilling fluids, drill cuttings and water produced during development and test pumping. Drilling fluids and drill cuttings can be discharged into a sludge pit. Muddy development water is to be contained in either a lined pit or a portable water storage tank such as a mobile frac tank. Sediment from the development water can be buried in the sludge pit. Sediment - free water from the development water storage pit or portable water storage tank can be discharged to evaporation pond. Water produced from test pumping is to be directly discharged into an evaporation pond. If a plastic liner is used in the development water pit, it is to be removed and disposed as solid waste. The Driller must obtain the Owner's authorization before the discharge of any fluids into the evaporation pond. Section 02580 Gravel Pack Wells: Delete Section 02580 Filter Pack Well: Replace with attached file named: Addendum-2_(Attach)Lubbock 02580_FilterPackTestWell Drawings: Figure 2: Delete and Replace with attached file named: Addendum-2_(Attach)Lubbock-TestW ell-SiteLayout_Fig-2 Figure 3: Delete and Replace with attached file named: Addendum-2_(Attach)Lubbock-TestW ellSchematic_Fig-3 Bid Form: Proposal Submittal Form: Unit Price Proposal Contract Basis of Bid: Replace Bid form (all bid items) with attached file named: Addendum-2—(Attach)Bid Form Issued by: Larry F� Land, P.E. END OF ADDENDUM City of Lubbock Brackish Groundwater Test Well ADDENDUM NO. 1 Page ADD 1-2 August 19, 2016 1 SECTION 02580 2 FILTER PACK TEST WELL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes specifications for construction of test well. 6 B. Related Specification Sections include but are not necessarily limited to: 7 1. Division 01 -General Requirements. 8 1.2 QUALITY ASSURANCE 9 A. Referenced Standards: 10 1. ASTM International (ASTM): 11 a. A53, Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -Coated, 12 Welded and Seamless. 13 b. C150, Standard Specification for Portland Cement. 14 c. C494, Standard Specification for Chemical Admixtures for Concrete. 15 2. American Welding Society (AWS): 16 a. Code for Arc and Gas Welding. 17 3. American Water Works Association (AWWA): 18 a. A100, Standard for Water Wells. 19 B. Qualifications: 20 1. Licensed by the Texas Department of Licensing and Regulation (TDLR) for Water Well 21 Drillers and Water Well Pump Installers. 22 C. Comply with all State of Texas rules and regulations concerning water well construction. 23 1.3 SUBMITTALS 24 A. Submit two (2) copies of the following Well Data at appropriate times during construction. 25 1. Driller's Report: 26 a. Maintain a daily, detailed driller's report. 27 b. Document number of feet drilled, number of hours on the job, shutdown due to 28 breakdown, feet of casing set, and such other pertinent data as may be requested by the 29 Engineer. 30 c. Drilling recorder data for borehole below surface casing and during drilling of pilot 31 borehole. Recorder shall, at least, record the rate of penetration. Other parameters of 32 interest include: drill string weight, rotary speed, torque, pump rate and pressure, and 33 fluid flow. 34 d. Description of drilling fluids and additives. 35 e. Description of formations. 36 f. Collection and delivery of bagged drill cutting samples at 10 FT intervals or at change 37 in formations in the Surface Casing section (top 300 FT) of the well. 38 g. Sizes of drill stem and drill bits. 39 h. Reference point for all depth measurements 40 i. Total depth of completed well. 41 j. Surface Casing: 42 1) Description of formations. 43 2) Depth and description of casing. 44 3) Amount of cement installed. 45 4) Any and all other pertinent information for a complete and accurate log. 46 k. Well Casing: 47 1) The depth and description of the casing. 48 2) The amount of cement installed. 000008-281459 City of Lubbock August 2016 Brackish Groundwater Supply Evaluation FILTER PACK WELLS 02580 - 1 1 3) The description and location of well screen (to include type, length, diameter, slot 2 sizes, material, and manufacturer). 3 4) The description and locations of the filter packs and plugs. 4 5) Any and all other pertinent information for a complete and accurate log. 5 2. Mud Logger's Report 6 a. Limited to borehole below the surface casing and during drilling of pilot borehole. 7 b. Description of method to collect drill cuttings, and where the samples were collected in 8 the drill rig set-up. Include photos of collection and processing. 9 1) Collection of drill cuttings at 10 FT intervals or at change in formations. 10 a) Make allowance for travel time from drill bit to surface. 11 b) Wash, bag and label drill cuttings with time and depth interval information. 12 c. Detailed lithologic description of drill cuttings. 13 d. Depth at which each change of formation occurs. 14 e. Any apparent changes in drilling mud characteristics or appearance, or drilling process. 15 f. Depth or location of any lost drilling fluid, drilling materials or tools and drill bit drops. 16 g. Information on drill string force or tension. 17 h. Delivery of one (1) set of bagged and labeled drill cuttings to Engineer or Owner. 18 3. Well performance test results: 19 a. Keep accurate records of the pumping test data, including: 20 1) Date of the test. 21 2) Description of measuring point. 22 3) Depth to water below the measuring point and actual clock time, or times that can 23 be adjusted to actual clock times. 24 4) Measurements are to be made at approximately one (1) minute intervals with an 25 automated data logger and pressure transducer. 26 5) Periodically calibrate the data logger with measurements by an electric water level 27 meter. 28 6) Measure discharge with an inline flow meter. --, 29 7) Pumping rate measurements and corresponding actual clock time at half hour, or 30 more frequent intervals, or at changes in pumping rate. 31 8) Any pertinent comments on conditions that may affect the accuracy of the data. 32 9) Provide photos of operations setup. 33 b. Provide (2) copies of the results of the well performance tests as described in these 34 specifications. 35 4. Completed State of Texas Well Registration Form. 36 a. Submit two (2) copies to Engineer. 37 PART 2 - PRODUCTS 38 MATERIALS 39 A. Well Casing: 40 1. Provide steel well casing material conforming to ASTM A53 (Grade B). 41 2. Furnish well casing diameter and length as shown on Drawings. 42 B. Well Screen: 43 1. Provide mill slotted steel well casing material conforming to ASTM A53 (Grade B) or 44 alternative, as approved by engineer. Alternatives may be: continuous wire wrap, shutter, 45 bridge slot, and direct or slip-on wire -wrap pipe base. PVC screens are not a suitable 46 alternative. 47 2. Furnish screen slot size, diameter and length as shown on Drawings. 48 C. Filter Pack: 49 1. Provide filter pack (silica sand) material consisting of clean well rounded grains that are 50 smooth and uniform. The material shall be siliceous with a limit of 5 percent by weight of 51 calcareous material. 52 2. Furnish filter material size as shown on Drawings. 000008-281459 City of Lubbock August 2016 Brackish Groundwater Supply Evaluation FILTER PACK WELLS 02580 - 2 1 2.2 MIXES 2 A. Well Grout: 3 1. Concrete grout to be a mixture of cement, sand, and water in the same proportion of 4 Portland cement (94 LBS, ASTM C 150) and an equal volume same proportion of Portland 5 cement (94 LBS, ASTM C150) and an equal volume of dry sand to not more than 6 GAL of 6 clean water. f 7 PART 3 - EXECUTION 8 3.1 SEQUENCE 9 A. Install surface casing to prevent the potential migration of poor quality water in the Dockum 10 from flowing into the overlying Ogallala and Edwards -Trinity (High Plains) Aquifers. 11 B. Drill pilot borehole to depth as shown on Drawings. 12 C. Provide an opportunity for a third party (U.S. Geological Survey) to run geophysical logs. 13 D. Study the geophysical logs and select water -bearing zones. 14 1. Engineer is to select up to three water -bearing zones. 15 2. These zones may be different than shown on Drawings. 16 3. Engineer will select one of the zones to be screened, but all three will include the 17 installation of a filter pack. The two unscreened zones will be cased with solid casing, which 18 is intended to provide an opportunity for future casing perforation and aquifer testing. 19 E. Ream the pilot borehole from the bottom of the surface casing to specified depth on Drawing or 20 specified by Engineer. 21 F. Install casing, screens, blanks, filter pack, plugs, and grout to land surface. 22 G. Develop well. 23 H. Test pump well. 24 1. Cap well. 25 3.2 SURFACE CASING 26 A. Install or construct containment facilities for drilling fluids, drill cuttings and returns. Pits are 27 permitted. If pits are dug, they must be completed emptied and filled and compacted with native 28 soil before project completion. 29 B. Drill one borehole with a diameter and depth of borehole as shown on Drawings or specified by 30 Engineer. 31 C. Install steel blank casing with welded joints to bottom of borehole. Casing diameter is shown on 32 Drawings. 33 D. Center casing in borehole with centralizers and grout from bottom to land surface. t 34 3.3 WELL DRILLING 35 A. Borehole: Drill a borehole from the bottom of the surface casing to a final depth using either _ 36 direct mud rotary or reverse mud rotary. Diameter borehole is shown on Drawings. The depth of 37 the borehole is to fully penetrate the Dockum. Estimated depth is shown on the Drawings. Final_. 38 depth is to be determined by Engineer with information from Mud Logger report. 39 B. Drilling fluid: 40 1. Selection of drilling fluids and additives is made by Contractor, but they must be approved s 41 for use in the construction of potable water wells. 42 2. Take all necessary measures to protect water -bearing formations from contamination and 43 ensure that the drilling method used will not permanently plug the water -bearing formations �i 44 with drilling fluid and cuttings. �- 000008-281459 City of Lubbock August 2016 Brackish Groundwater Supply Evaluation FILTER PACK WELLS 02580 - 3 v 1 3. Mud pits, shakers and desanders are suitable means of separating drill cuttings from drilling 2 fluid. 3 C. Geophysical logging: Provide an opportunity for a third party (U.S. Geological Survey) to run 4 geophysical logs. This logging is not including in this contract. g--. 5 D. Casing and screen: Install steel blank casing and mil slotted well screen or alternative with either 6 welded or thread and coupling joints. Diameter and estimated depths of casing and screen are J 7 shown on Drawings. Final depth and interval are to be determined by Engineer from drillers log 8 and geophysical logs. 9 1. If joints are welded, welding is to conform to the standards of the AWS. 10 2. Seal bottom of the casing and screen string with a plate shown on Drawings. 11 E. Filter pack: Install filter pack in the primary water -bearing zone, which is believed to be bottom i 12 of the Dockum (Santa Rosa Formation). Depth intervals are to be determined from drillers log 13 and geophysical logs by Engineer. Install a plug above the filter pack. Filter material size is -' 14 shown on Drawings. Install grout in annulus between the land surface and top of plug above 15 filter pack. 16 1. Place filter pack with tremie pipe lowered to the bottom of filter pack interval in one (1) 1 17 continuous uniform operation or other method approved by Engineer. 18 2. Place a plug at the top of filter pack. 19 3. Grout the interval between the top of plug and top of surface casing. 20 4. Closely control placement of filter pack to protect against any segregation of filter pack 21 material. 22 5. Protect filter pack material from contamination during delivery and storage. 1 23 6. Do not install any filter pack contaminated with foreign substances. 24 F. Well Grout: Grout annular space between well casing and drill hole to seal well against 25 infiltration of contaminated surface water. 26 1. Ensure that annular space is free from obstructions before placing grout. 27 2. Emplace grout using the tremie method (AWWA standard 45 A100-06, Appendix C, 28 Section C.1 or positive displacement -exterior method (AWWA standard 45 Al00-06, 29 Appendix C, Section C.2). 30 3. Place grout with continuous pour. 31 4. Provide a suitable cement retainer or plug so grout will not leak into the filter pack. 32 5. Allow the grout to set or cure as per manufacture guidance. 33 G. Sanitary protection of well: At all times during the progress of the work, use reasonable 34 precautions to prevent either tampering with the well or the entrance of foreign material into it. 35 1. Keep well drilling equipment and tools clean. 36 2. Upon completion of well, install a suitable threaded, flanged, or welded cap or compression 37 seal so as to prevent any pollutants from entering the well. 38 3. Extend watertight casing of well to level shown on Drawings. 39 4. Seal or screen any equipment which will permit direct open access to the well. 40 5. Meet the above height requirements to prevent entrance of foreign matter or contaminants. 41 6. Slope ground immediately surrounding the top of the well casing away from well. 42 7. Install hinge and hasp assembly. 43 H. Well Development: Furnish necessary pumps, compressors, plungers, bailing or other needed 44 equipment and develop well by such approved methods as necessary to make a reasonably 45 efficient well. Because the native groundwater is expected to be brackish, water produced 46 during development and test pumping is specified in Section 3.5 below and in Section 01560. 47 1. Jet the well to remove drilling fluids and fine grained materials. 48 2. As determined by contractor, utilize one or more of the following methods to achieve a 49 reasonably efficient well. 50 a. Mechanical surging. 51 b. Jetting with water. 52 c. Jetting with air. 000008-281459 City of Lubbock Brackish Groundwater Supply Evaluation FILTER PACK WELLS 02580 - 4 August 2016 I d. Pumping with air. 2 3. Install and operate a test pump. Estimated pumping capacity is 200 GPM with a lift of at 3 least 700 FT. Operate the pump until the water is clear, or nearly clear. 4 4. Conduct a preliminary step-drawdown test to determine target pumping rates. 5 a. After the water levels stabilize, conduct a one -hour step drawdown test. Pumping rates 6 are to be about 0.75, 1.00, and 1.25 times the estimated capacity of the well. Pumping 7 periods are about 20 minutes. Make a water level measurement prior to the test and a 8 series of measurements during each the step. t 9 5. Containment and disposal of water produced during development and test pumping is 10 described in Section 3.5 below. 4 "` 11 WELL PERFORMANCE TESTS: _ 12 A. Test Design: 13 1. Pumping rates are to be determined by Engineer from preliminary step-drawdown test a> 14 during well development. _ 15 2. The early phase of the test will be step-drawdown; the second phase will be a constant rate; 16 and the third and final phase will be a recovery test. 17 B. Pumping test method: 18 1. Furnish, install and remove, when complete, the necessary measuring instruments and 19 pumping equipment capable of pumping to the required point of discharge a minimum of -- 20 200 GPM, and with satisfactory throttling device(s), so that the discharge may be reduced to 21 100 GPM. Pump is to be capable of at least 700 FT of lift. - 22 2. Furnish pumping unit complete with an ample power source, controls and appurtenances 23 capable of being operated without interruption for a period of 36 HRS. i 24 3. Furnish and install a pressure transducer water level recording device. Set recording 25 interval to 1 MIN. ° 26 4. Provide a well head opening to accommodate an electric water -level monitoring tape for 27 calibration measurements. 28 5. Install a temporary discharge pipe to the designated point discharge of at least 4 IN in 29 diameter. 30 6. Conduct pumping test for an estimated duration of 36 HRS. 31 a. During the first 2 HRS, the pumping rates will be at 0.50 times the pumping rate 32 determined by Engineer from the pumping phase of the well development. 33 b. During the second 2 HRS, the pumping rate will be 0.75 times pumping rate. 34 c. During the final pumping phase (estimated to be 32 HRS), the pumping rate will be 35 1.00 times pumping rate, or as requested by Engineer. 36 7. Record groundwater levels with pressure transducer and make check or calibration 37 measurement by hand at 6 HR intervals. 38 8. Measure and record well discharge at 0.5 HR intervals or less. 39 9. Continue making water level measurements for 6 HRS during the recovery phase of the . 40 pumping test (after well is shut OFF). 41 10. Failure of pump operation for a period greater than 1 percent of the elapsed pumping time -1 42 shall require suspension of the test until the water level in the pumped well has recovered to 43 its original level. Then, this phase of the pumping test will resume from the start. 44 3.5 DISPOSAL OF PRODUCED WATER 45 A. See Section 01560 for specifications on disposal of drill cuttings, drill fluids, sediment and water 46 from well development and test pumping. 47 B. Disposal of sediment free water from well development and test pumping is to either the east or 48 west evaporation pond. These ponds are about 800 FT south of the test well site. Selection of �•..i 49 which or both ponds is to be determined by Owner. 50 C. Discharge into the pond is to be through a flow diffuser to prevent any erosion or damage to the t 51 pond's concrete liner. 000008-281459 City of Lubbock August 2016 Brackish Groundwater Supply Evaluation j FILTER PACK WELLS 02580 - 5 L j Jr mI D. Discharge pipe is to be routed so that it does not interfere with Lubbock water utility operations. 2 3.6 WELL DISINFECTION: 3 A. Furnish and install chlorine solution for disinfecting the well of such volume and strength that a 4 minimum residual concentration of 50 ppm of chlorine is obtained in all parts of the well for a 5 minimum contact period of 2 HRS, 6 3.7 WELL HEAD COMPLETION: 7 A. Well head sealing block: A concrete sealing block around the wellhead is to extend at least 3 FT 8 from the well casing in all directions, with a minimum thickness of 6 IN, and sloped to drain l., 9 away at not less than 0.25 W per FT. 10 B. Casing: The well casing is to extend above ground level as shown on the Drawings. 11 C. Cap: The cap assembly is to be welded to the well casing with a hasp and lock. 12 END OF SECTION 000008-281459 City of Lubbock August 2016 Brackish Groundwater Supply Evaluation FILTER PACK WELLS 02580 - 6 7 < t � __ g -Y�t ? # � � 3�s x & -� � �_._ --� �;� � �, > _ s 3 �+ _ 3 �: �' y�` ..,t <s ��.+ -.- t ': ...cY.t . �`-�- tF r. EE' �: 1. � a , C� � ' �� HINGED CAP WITH HASP AND LOCK x 8'-0" x 6" THICK CONCRETE PAD, WITH F8'=O" 4x4-W4.OxW4.0 REINFORCING, SLOPE O 1/2-/FT AWAY EXISTING GRADE M FROM WELL HEAD TEST WELL DATA 4 0 __ _ __� SURFACE BOREHOLE: 24' DIA. NOMINAL w m � _ _ _ __ SURFACE CASING: 16" DIA. SCHEDULE 30 a _ - _- - PILOT BOREHOLE: WELL BOREHOLE: 8' DIA. NOMINAL 15" DIA. NOMINAL BLANK CASING: 8' DIA. SCHEDULE 40 N GROUT FILL • SCREEN: 8' DIA. s r . SCREEN DESIGN: I SCHEDULE 40. MILL SLOT OR ALTERNATIVE APPROVED BY ENGINEER -fir • SCREEN SLOT SIZE: 0.060" • SCREEN LENGTH: • FILTER PACK SIZE: 2-40' LENGTHS a-12 MESH • FILTER PACK LENGTH: 140' TOTAL BORE DEPTH: 1500-FEET ESTIMATED FILTER PACK AT: 15' DIA. (NOM.) • 1300' DEPTH TO 1440' DEPTH WELL BOREHOLE a ' ESTIMATED SCREEN - 1320' - 1360' SETTINGS AT: Q _• = WELL CASING, TYP. 1390' - 1430' GROUT FILL g FILTER PACK 8' DIA. WELL SCREEN STEEL PLATE WELDED TO STEEL CASING FILL WITH DRILL CU CITY OF LUBBOCK, TEXAS TEST WELL AT SOUTH WATER TREATMENT PLANT DOCKUM TEST WELL SCHEMATIC DATE JULY 2016 FIGURE 03 REVISED BID FORM (SUBMIT WITH PROPOSAL Bid Item No. 1: Mobilization, Drilling Rig Setup, Installation of Double -Swing Gate and Construction of } Road. To include: mobilizing and transporting personnel, equipment, supplies to site in preparation to work, preparation of site for work, installation of double -swing gate, and construction of access road. i See Drawings for location of test site and gate. Lump Sum Quantity: 1 Bid Price: I $ Bid Item No.2: Drilling Borehole and Providing and Installing Surface Casing. To include: drilling a 24 IN borehole to a depth of 300 FT, installing a 16-IN Steel Casing, grouting the casing in place, and containing and disposing of drilling fluids and cuttings. Vertical Feet Quantity: 300 Bid Price: $ Bid Item No. 3: Drilling Pilot Borehole. To include: drilling a 1,200 FT, 8-IN borehole below surface casing to a total depth of about 1,500 FT, and containing and disposing of drilling fluids and cuttings. Vertical Feet Quantity: 1,200 Bid Price: $ Bid Item No. 4: Facilitating Pilot Borehole Logging. To include: (1) conditioning the borehole and drilling fluids and accommodating geophysical logging by third party (U. S. Geological Survey) and providing assistance to setting and securing logging sheave for wire line, and possibly reconditioning the borehole after logging (Lump Sum), and (2) stand-by time for logging (Hours). The logging will target the borehole below the surface casing and may include up to six (6) logging trips. The cost of the geophysical logging is not part of this contract. r a Lump Sum Quantity: 1 Bid Price: $ Hours::j Quantity: 8 Bid Price: $ Bid Item No. 5: Reaming Pilot Borehole. To include: reaming the pilot borehole to nominal 15 IN, from bottom of Surface Casing (300 FT below land surface) to 1,440 FT, and containing and disposing of drilling fluids and cuttings. Vertical Feet Quantity: 1,140 Bid Price: I $ Bid Item No. 6: Providing and Installing Casing and Grouting. To include: installing 8 5/8-IN steel casing and grout from top of well screen and land surface Vertical Feet Quantity: 1300 Bid Price: $ Bid Item No. 7: Providing and Installing Well Screen, Blank Casing within Screen Section, and Filter Pack. To include: providing and installing 80 FT of 8 5/8-IN of well screen, 60 ft of 8 5/8-IN of well casing, 140 ft of filter pack and steel cap at bottom of casing. Well Screen Vertical Feet Quantity: 80 Bid Price: $ Blank Casing Vertical Feet Quantity: 60 Bid Price: $ Filter Pack Vertical Feet Quantity: 140 Bid Price: $ 0. Bid Item No. 9: Well Development. To include: purging, surging, and jetting the well; furnishing a temporary well pump with a pumping capacity of up to 200 gallons per minute (GPM) with a lift of at least 700 FT, and operating about 1 HR, and discharging water and sediment as described in Sections ( 01560 and 02480. Lump Sum Quantity: 1 Bid Price: $ Bid Item No. 10: Performance Testing. To include: furnishing a temporary well pump with a pumping capacity of up to 200 gallons per minute (GPM) with a lift of at least 700 FT, and operating up to 36 HRS. Pumping rates may vary and will be determined by Engineer. Discharge water through a temporary pipe to Evaporation Pond. Lump Sum Quantity: 1 Bid Price: $ Bid Item No. 11: Providing, Installing and Removing Erosion and Environmental Controls and Site Cleanup and Restoration. To include: removing test pump, installing a cap on well casing and site cleanup. Lump Sum Quantity: 1 Bid Price: $ Bid Item No. 12: Contract Administration, Driller Report, and Mud Logger Report. To include: preparing and submitting a Drillers report, preparing and submitting a Mud Logger report, and preparing and submitting well data and pumping test data to Engineer and to State. Lump Sum I Quantity: 1 I Bid Price: I $ Total of All Bid Items $ Offeror hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed" of the Owner and to substantially complete the project within ( ) Days s Completed by Contractor ( ) Written Days Completed by Contractor consecutive calendar days thereafter as stipulated in the specifications and other contract documents. Offeror hereby further agrees to pay to Owner as liquidated damages the sum of $ 100 (one hundred dollars) (for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Offeror understands and agrees that this proposal submittal shall be completed and- submitted in accordance with instruction number 29 of the General Instructions to Offerors. Offeror understands that the Owner reserves the right to reject any or all proposals and to waive any formality in the proposing. The Offeror agrees that this proposal shall be good for a period of sixty (60) calendar days after the scheduled closing time for receiving proposals. The undersigned Offeror hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this proposal, and he further agrees to commence work on the date specified in the written notice to proceed, and to substantially complete the work on which he has proposed; as provided in the contract documents. Offerors are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the proposal submitted as a guarantee that offeror will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within ten (10) days after notice of award of the contract to him. Offeror's Initials Enclosed with this proposal is a Cashier's Check or Certified Check Enclosed with this proposal is a Cashier's Check or Certified Check for Dollars ($ ) or a Proposal Bond in the sum of Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required bond (if any) with the Owner within ten (10) business days after the date of receipt of written notification of acceptance of said proposal; otherwise, said check or bond shall be returned to the undersigned upon demand. Offeror understands and agrees that the contract to be executed by Offeror shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Pursuant to Texas Local Government Code 252.043(g), a competitive sealed proposal that has been opened may not be changed for the purpose of correcting an error in the proposal price. THEREFORE, ANY CORRECTIONS TO THE PROPOSAL PRICE MUST BE MADE ON THE PROPOSAL SUBMITTAL FORM PRIOR TO PROPOSAL OPENING. (Seal if Offeror is a Corporation) ATTEST: Secretary Date: Authorized Signature (Printed or Typed Name) Company Address City, County Offeror acknowledges receipt of the following addenda State Telephone: - Addenda No. Date Addenda No. Date Addenda No. Date Addenda No. Date Fax: Zip Code Email: FEDERAL TAX ID or SOCIAL SECURITY No. M/WBE Firm: WomanL.�:—]:Black American Native American Hispanic American I I Asian Pacific American Other (Specify) 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 Texa Page Intentionally Left Blank City of Lubbock, TX Purchasing and Contract Management Contractor Checklist for RFP 16-12973-MA - Brackish Groundwater Test Well Before submitting your bid, please ensure you have completed and included the following documents in the order they are listed. The contractor is only to submit (1) one original copy of every item listed. 2. 3. +� 4. 5. 6. 8. 9. 10, 11. Carefully read and understand the plans and specifications and properly complete the BID SUBMITTAL FORM. Bid submittal form MUST be completed in blue or black ink or by typewriter. Signatures must be original, in blue or black ink, and by hand. The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated below. In case of a discrepancy between the Unit Price and the Extended Total for a Bid item, the Unit Price will be taken." Include corporate seal and Secretary's signature. Identify addenda received (if any). include firm's FEDERAL TAX ID number or Owner's SOCIAL. SECURITY number. Include BID BOND or CASHIER'S OR CERTIFIED CHECK as your bid surety. Failure to provide a bid surety WILL result in automatic rejection of your bid. Complete and sign the CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT. Contractor's signature must be original. Clearly mark the bid number, title, due date and time and your company name and address on the outside of the envelope or container. Ensure your bid is RECEIVED by the City of Lubbock Purchasing and Contract Management Office prior to the deadline. Late bids will not be accepted. Complete and sign the SAFETY RECORD QUESTIONNAIRE. All "YES" responses must be explained in detail and submitted with Bid. Complete and sign the SUSPENSION AND DEBARMENT CERTIFICATION. Include firiu's FEDERAL TAX ID number or Owner's SOCIAL SECURITY number. Complete and submit the CONFLICT OF INTEREST QUESTIONNAIRE. Complete and submit the PROPOSED LIST OF SUB -CONTRACTORS. DOCUMENTS REQUIRED WITHIN SEVEN BUSINESS DAYS AFTER CLOSING: Complete and submit the FINAL LIST OF SUB -CONTRACTORS. DOCUMENTS REQUIRED BEFORE CONTRACT IS FINALIZED: Please acknowledge and submit the ONLINE DISCLOSURE OF INTERESTED PARTIES FORM 1295 within the specified time FAILURE TO PROVIDE ANY OF THE ABOVE MAY RESULT IN YOUR BID BEING DEEMED NON -RESPONSIVE AND, THEREFORE, NOT FURTHER EVALUATED. PLEASE INCLUDE THIS COMPLETED PAGE A 3 � I' ��P,A`GE OF BIUBiVI� (Type or Print Company Name) u, d�c Page Intentionally Left Blank z 2. 3. 4. 6. .: 7. 8. ._= 9. 10. 11. 11. 12. 12. 13. INDEX NOTICE TO OFFERORS GENERAL INSTRUCTIONS TO OFFERORS TEXAS GOVERNMENT CODE 2269 PROPOSAL SUBMITTAL FORM — (must be submitted by published due date & time) 4-1. UNIT PRICE PROPOSAL SUBMITTAL FORM 4-2. CONTRACTOR'S STATEMENT OF QUALIFICATIONS 4-3. CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT 4-4. SAFETY RECORD QUESTIONNAIRE 4-5. SUSPENSION AND DEBARMENT CERTIFICATION 4-6. PROPOSED LIST OF SUB -CONTRACTORS POST -CLOSING DOCUMENT REQUIREMENTS — (to be submitted no later than seven business days after the close date when proposals are due) 5-1. FINAL LIST OF SUB -CONTRACTORS PAYMENT BOND PERFORMANCE BOND CERTIFICATE OF INSURANCE CONTRACT CONFLICT OF INTEREST QUESTIONNAIRE CHAPTER 176 CHAPTER 46. DISCLOSURE OF INTERESTED PARTIES GENERAL CONDITIONS OF THE AGREEMENT DAVIS-BACON WAGE DETERMINATIONS SPECIAL CONDITIONS (IF APPLICABLE) SPECIFICATIONS Page Intentionally Left Blank NOTICE TO OFFERORS i Page Intentionally Left Blank NOTICE TO OFFERORS RFP16-12973-MA Sealed proposals addressed to Marta Alvarez, Director of Purchasing and Contract Management, City of Lubbock, Texas, will be received in the office of the Director of Purchasing and Contract Management City Hall, 1625 13th Street, Room 204, Lubbock, Texas, 79401, until 3:00 p.m. on August 30th, 2016 or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform all work for the construction of the following described project "Brackish Groundwater Test Well" After the expiration of the time and date above first written, said sealed proposals will be opened in the office of the Director of Purchasing and Contract Management and publicly read aloud. It is the sole responsibility of the proposer to ensure that his proposal is actually in the office of the Director of Purchasing and Contract Management for the City of Lubbock, before the expiration of the date above first written. r The Contractor is only required to submit one original copy of every item listed on the Contractor Checklist in the proposal submittal. Proposals are due at 3:00 p.m. on August 30th, 2016, and the City of Lubbock City Council will consider the proposals on September 22, 2016, at the City Hall, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all proposals and waive any formalities. The successful proposer will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful proposer will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $50,000. Said statutory bonds shall be issued by a company carrying a current Best Rating of "A" or better. THE BONDS MUST BE IN A FORM ACCEPTABLE TO THE CITY ATTORNEY. NO WORK ON THE CONTRACT SHOULD COMMENCE BEFORE THE BONDS ARE PROVIDED AND APPROVED. Offerors are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the proposal submitted as a guarantee that proposer will enter into a contract and execute all necessary bonds within ten (10) business days after notice of award of the contract to the Offerror. FAILURE OF THE PROPOSER TO INCLUDE PROPOSAL SECURITY WITH THE PROPOSAL SUBMITTAL SHALL CONSTITUTE A NON -RESPONSIVE PROPOSAL AND RESULT IN DISQUALIFICATION OF THE PROPOSAL SUBMITTAL. It shall be each proposer's sole responsibility to inspect the site of the work and to inform Offerror regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the proposal submitted. There will be a non -mandatory pre -proposal conference on August 16, 2016 at 11:00 a.m., in Purchasing Conference Room, City Hall, 1625 13th Street, Lubbock, Texas. A site visit will following after the pre- conference. Offerors may view the plans and specifications without charge at The Reproduction Company, 2102 Avenue Q, Lubbock, Texas 79405 or at http://I)r.thgLegroductioncoMpany.com/ . ONE SET OF PLANS AND SPECIFICATIONS MAY BE OBTAINED, AT THE CITY'S EXPENSE, FROM THE REPRODUCTION COMPANY WITH A $100 REFUNDABLE DEPOSIT, Phone: (806) 763-7770. Page Intentionally Left Blank GENERAL INSTRUCTIONS TO OFFERORS 1 PROPOSAL DELIVERY TIME & DATE t The City of Lubbock is seeking written and sealed competitive proposals to furnish a Brackish Groundwater Test Well per the attached specifications and contract documents. Sealed proposals will be received no later than 3:00 p.m., August 30th, 2016 at the office listed below. Any proposal received after the date and hour specified will be rejected and returned unopened to the proposer. Each proposal and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left-hand corner: "RFP 16-12973, Brackish Groundwater Test Well" and the proposal opening �. date and time. Offerors must also include their company name and address on the outside of the envelope or container. Proposals must be addressed to: Marta Alvarez, Director of Purchasing and Contract Management City of Lubbock 1625 13th Street, Room 204 Lubbock, Texas 79401 1.1 Offerors are responsible for making certain proposals are delivered to the Purchasing and Contract Management Office. Mailing of a proposal does not ensure that it will be delivered on time or delivered at all. If proposer does not hand deliver proposal, we suggest that he/she use some sort of delivery service that provides a receipt. a 1.2 Proposals may be delivered in person, by United States Mail, by United Parcel Service, or by private courier service. Only written proposals submitted in conformance with the Instruction to Offerrors will be considered responsive and evaluated or award of a Contract. 1.3 The City of Lubbock reserves the right to postpone the date and time for opening proposals through an addendum. 2 PRE -PROPOSAL MEETING 2.1 For the purpose of familiarizing offerors with the requirements, answering questions, and issuing addenda as needed for the clarification of the Request for Proposals (RFP) documents, a non- mandatory Dre-Drouosal conference will be held at 11:00 a.m. August 16, 2016 in the Purchasing Conference Room 204, City Hall, Lubbock, Texas. A site visit will follow. All persons attending the meeting will be asked to identify themselves and the prospective proposer they represent. A site visit will following after the pre -conference. 2.2 It is the proposer's responsibility to attend the pre -proposal meeting though the meeting is not mandatory. The City will not be responsible for providing information discussed at the pre - proposal meeting to offerors who do not attend the pre -proposal meeting. 3 ADDENDA & MODIFICATIONS 3.1 Any changes, additions, or clarifications to the RFP are made by ADDENDA information available over the Internet at www.bidsync.com. We strongly suggest that you check for any addenda a minimum of forty-eight hours in advance of the response deadline. BUSINESSES WITHOUT INTERNET ACCESS may use computers available at most public libraries. 3.2 Any proposer in doubt as to the true meaning of any part of the specifications or other documents may request an interpretation thereof from the Director of Purchasing and Contract Management. 1 i At the request of the proposer, or in the event the Director of Purchasing and Contract Management deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Purchasing and Contract Management. Such addenda issued by �- the Purchasing and Contract Management Office will be available over the Internet at http://www.bidsync.com and will become part of the proposal package having the same binding effect as provisions of the original RFP. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation 'r considered, the request must be submitted in writing and must be received by the City of Lubbock Purchasing and Contract Management Office no later than seven (7) calendar days before the proposal closing date. 3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock shall not be legally bound by any explanation or interpretation that is not in writing. Only information supplied by the City of Lubbock Purchasing and Contract Management Office in writing or in this RFP should be used in preparing proposal responses. All contacts that a proposer may have had before or after receipt of this RFP with any individuals, employees, or representatives of the City and any information that may have been read in any news media or seen or heard in any communication facility regarding this proposal should be disregarded in preparing responses. 3.4 The City does not assume responsibility for the receipt of any addendum sent to offerors. 4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS 4.1 Each proposer shall carefully examine all RFP documents and thoroughly familiarize itself with all requirements before submitting a proposal to ensure that their proposal meets the intent of these specifications. 4.2 Before submitting a proposal, each proposer shall be responsible'for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Request for Proposals. Failure to make such investigations and ' examinations shall not relieve the proposer from obligation to comply, in every detail, with all , provisions and requirements of the Request for Proposals. 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Director of Purchasing and Contract Management and a clarification obtained before the proposals are received, and if no such notice is received by the Director of Purchasing and Contract Management prior to the opening of proposals, then it shall be deemed that the proposer fully understands the work to be included and has provided sufficient sums in its proposal to complete the work in accordance with these plans and specifications. If proposer does not notify the Director of Purchasing and Contract Management before offering of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for y- completion of the project. It is further agreed that any request for clarification must be submitted no later than seven (7) calendar days prior to the. opening of proposals. 5 PROPOSAL PREPARATION COSTS 5.1 Issuance of this RFP does not commit the City of Lubbock, in any way, to pay any costs incurred in the preparation and submission of a proposal. 5.2 The issuance of this RFP does not obligate the City of Lubbock to enter into contract for any services or equipment. 5.3 All costs related to the preparation and submission of a proposal shall be paid by the proposer. } 6 TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 6.1 If you consider any portion of your proposal to be privileged or confidential by statute or judicial decision, including trade secrets and commercial or financial information, clearly identify those portions. 6.2 Proposals will be opened in a manner that avoids disclosure of the contents to competing offerors and keeps the proposals secret during negotiations. All proposals are open for public inspection after the contract is awarded, but trade secrets and confidential information in the proposals are - not open for inspection. Tex. Loc. Govt. Code 252.049(a) 6.3 Marking your entire proposal CONFIDENTIAL/PROPRIETARY is not in conformance with the r Texas Open Records Act. 7 LICENSES PERMITS TAXES The price or prices for the work shall include full compensation for all taxes, permits, etc. that the proposer is or may be required to pay. 8 UTILIZATION OF LOCAL BUSINESS RESOURCES Prospective offerors are strongly encouraged to explore and implement methods for the utilization of local resources, and to outline in their proposal submittal how they would utilize local resources. ._. 9 CONFLICT OF INTEREST 9.1 The proposer shall not offer or accept gifts or anything of value nor enter into any business arrangement with any employee, official or agent of the City of Lubbock. 9.2 By signing and executing this proposal, the proposer certifies and represents to the City the offeror has not offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion concerning this proposal. 10 CONTRACT DOCUMENTS 10.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 10.2 All offerors shall be thoroughlyfamiliar with all of the requirements set forth on the contract q documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 3 11 PLANS FOR USE BY OFFERORS It is the intent of the City of Lubbock that all parties with an interest in submitting a proposal on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a proposal without charge. The contract documents may be examined without charge as noted in the Notice to Offerors. 12 PROPOSER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 12.1 It is the intent and purpose of the City of Lubbock that this request permits competitive proposals. It shall be the offerors responsibility to advise the Director of Purchasing and Contract Management if any language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this RFP to a single source. Such notification must be submitted in writing and must be received by the City Purchasing and Contract Management Office no later than seven (7) calendar days before the proposal closing date. A review of such notifications will be made. 12.2 NO PROPOSER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS REQUEST FOR PROPOSALS (RFP) MUST BE SUBMITTED IN WRITING NO LATER THAN SEVEN (7) CALENDAR DAYS PRIOR TO THE PROPOSAL CLOSING DATE AND ADDRESSED TO: Marta Alvarez, Director of Purchasing and Contract Management City of Lubbock 1625 13th Street, Room 204 Lubbock, Texas 79401 Fax: 806-775-2164 Email: malvarez@mylubbock.us Bidsync: www.bidsync.com 13 TIME AND ORDER FOR COMPLETION 13.1 The construction covered by the contract documents shall be substantially completed within Ninety (90) consecutive calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful proposer. 13.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. 4 1 rbr I t_s 14 PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Y Conditions of the contract documents. 15 AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 16 MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to procure a satisfactory project. 17 GUARANTEES 17.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within TWO years from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 17.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. 17.3 The obligations contained herein apply to products and services provided by the Contractor, its sub -contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its right pertaining to termination or default. 17.4 The warranties contained herein are separate and discrete from any other warranties specified in this Contract, and are not subject to any disclaimer of warranty, implied or expressed, or I: 19 20 21 r- limitation to the Contractor's liability which may be specified in this Contract, its appendices, its ,t schedules, its annexes or any document incorporated in this Contract by reference. PLANS FOR THE CONTRACTOR The contractor will, upon written request, be furnished up to a maximum of ten sets of plans and specifications and related contract documents for use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the proposals have been opened and before the contract has been awarded, to require of a proposer the following information: (a) The experience record of the proposer showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the proposer. (c) Equipment schedule. TEXAS STATE SALES TAX 20.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. 20.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. PROTECTION OF SUBSURFACE LINES AND STRUCTURES.. It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures, both known and unknown, cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, and/or the owning utility at the Contractor's expense. 1 22 BARRICADES AND SAFETY MEASURES �- The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to 6 (. J. i r failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 23 EXPLOSIVES j 23.1 The use of explosives will not be permitted 23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 24 CONTRACTOR'S REPRESENTATIVE The successful proposer shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful proposer shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 25 INSURANCE 25.1 The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on �. W. the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted before contract execution. .3 26 LABOR AND WORKING HOURS 26.1 Attention of each proposer is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate that must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned.' The proposer' attention is further directed to the requirements of Texas Government Code, Chapter 2258, Prevailing Wage Rates, providing for the payment of the wage schedules above mentioned and the proposer's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in the contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on Sundays or holidays unless the following conditions exist: 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. _, 7 i 26.2 Before construction work requiring an inspector is to be performed on Sundays or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work , requiring an inspector on Sundays or holidays will be made by the Owner's Representative. 26.3 In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 27 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors shall keep a record showing the name and occupation of each worker employed by the Contractor or subcontractor in the construction of the public work and the actual per diem wages paid to each worker. This record shall be open at all reasonable hours to inspection by the officers and agents of the City. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, sixty dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 28 PROVISIONS CONCERNING ESCALATION CLAUSES Proposals submitted containing any conditions which provide for changes in the stated proposal price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the proposer without being considered. 29 PREPARATION FOR PROPOSAL 29.1 The form shall be correctly filled in, stating the price in numerals for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the unit price and the extended total for a bid item, the unit price will be taken. A bid that has been opened may not be changed for the purpose of correcting an error in the bid price. The bidder shall submit his bid on forms furnished by the City, and all blank spaces in the changed for the purpose of correcting an error in the bid price. 29.2 If the proposal is submitted by an individual, his name must be signed by him or his duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given and the proposal signed by a member of the firm, association or partnership, or person duly authorized. If the proposal is submitted by a company or corporation, the company or corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign proposals must be properly certified and must be in writing and submitted with the proposal. The proposal shall be executed in ink. §Ili 29.3 Each proposal shall be enclosed in a sealed envelope, addressed as specified in the Notice to Offerors, and endorsed on the outside of the envelope in the following manner: 29.3.1 Proposer's name Hydro Resources Mid Continent, Inc. 29.3.2 Proposal RFP 16-12973-MA Brackish Groundwater Test Well Proposal submittals may be withdrawn and resubmitted at any time before the time set for opening of the proposals, but no proposal may be withdrawn or altered thereafter. 29.5 Pursuant to Texas Local Government Code 252.043(g), a competitive sealed proposal that has been opened may not be changed for the purpose of correcting an error in the proposal price. THEREFORE, ANY CORRECTIONS TO THE PROPOSAL PRICE MUST BE MADE ON THE PROPOSAL SUBMITTAL FORM PRIOR TO PROPOSAL OPENING. 30 BOUND COPY OF CONTRACT DOCUMENTS Proposer understands and agrees that the contract to be executed by proposer shall be bound and include the following: R .; (a) Notice to Offerors. (b) General Instructions to Offerors. (c) Proposer's Submittal Form. (d) Statutory Bonds (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates for Contractor and all Sub -Contractors. (j) All other documents made available to proposer for his inspection in accordance with the Notice ' to Offerors. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. 31 QUALIFICATIONS OF OFFERORS The proposer may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The proposer may also be required to give a past history and references in order to satisfy the City of Lubbock about the proposer's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the proposer to perform the work, and the proposer shall furnish to the City of Lubbock all information for this purpose that may be requested. The proposer's proposal may be deemed not to meet specifications or the proposal may be rejected if the evidence submitted by, or investigation of, the proposer fails to satisfy the City of Lubbock that the proposer is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the proposer's qualifications shall include but not be limited to: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. (b) The ability of the proposer to perform the work or provide the service promptly or within the time specified, without delay or interference. (c) The character, integrity, reputation, judgment, experience, and efficiency of the proposer. (d) The quality of performance of previous contracts or services. (e) The safety record of the Contractor and proposed Sub -Contractors (f) The experience and qualifications of key project personnel (g) Past experience with the Owner Before contract award, the recommended contractor for this project may be required to show that he has experience with similar projects that require the Contractor to plan his work efforts and equipment needs with City of Lubbock specifications in mind. Demonstration of experience shall include a complete list of ALL similar municipal and similar non -municipal current and completed projects for the past five (5) years for review. This list shall include the names of supervisors and type of equipment used to perform work on these projects. In addition, the Contractor may be required to provide the name(s) of supervisor(s) that will be used to perform work on this project in compliance with City of Lubbock specifications herein. 32 BASIS OF PROPOSALS AND SELECTION CRITERIA The City uses the Competitive Sealed Proposals procurement method as authorized by the Texas Legislature and further defined by Texas Government Code Section 2269. The Maximum Point value is equal to 100 points. The weight factor is 60% for Price, 25% for Contractor Qualifications, 5% for Safety Record, and 10% for Construction Time. The selection criteria used to evaluate each proposal includes the following:_ 32.1 60% PRICE: The quality of Offerors is not judged solely by a low initial cost proposal or, conversely, eliminated solely because of a high initial cost proposal. The following is the formula used when determining price as a factor for construction contract proposals. The lowest proposal price of all the proposals becomes the standard by which all price proposals are evaluated. One at a time, each proposal is evaluated by taking the lowest proposal price and dividing it by the price of the proposal being evaluated. That fraction is then multiplied by the maximum point value multiplied by the weight of the price factor for the price score. For Example: (Lowest Price/Current Proposal Price) x Maximum Point Value x Weight Factor = Price Score. 32.2 25% CONTRACTOR QUALIFICATIONS: When evaluating a contractor's qualifications, # the City uses the "Contractor's Statement of Qualifications" attached within and past experience with the contractor. The City may also interview the job superintendent at a time to be named after receipt of proposals. This criterion is subjectively evaluated and the formula is as follows: (Points X Weight = Score) with a maximum of five points allowable. Each evaluator assigns 10 points based upon the responses the contractor provides in the "Contractor's Statement of Qualifications" And any past experience with the contractor. The "Contractor's Statement of Qualifications" is a minimum, and you may provide additional pertinent information relevant to the project for which you are submitting this proposal. 32.3 5% SAFETY RECORD QUESTIONNAIRE: This criterion is also more subjectively evaluated and the formula is as follows: (Points X Weight = Score) with a maximum of five points allowable. Each evaluator assigns points based upon the responses you provide in your "Safety Record Questionnaire" and the Contractors Experience Modification Ratio. The Contractor must submit this ratio with his bid. Contractors with an Experience Modification Ratio greater than 1 will receive zero points for safety. The City may consider any incidence involving worker safety or safety of Lubbock residents, be it related or caused by environmental, mechanical, operational, supervision or any other cause or factor under the contractor's control. Evaluators base their rating primarily upon how well you document previous offenses with the date of the offense, location where the offense occurred, type of offense, final disposition 32.4 10% CONSTRUCTION TIME: This criterion is, as with price, objective and evaluators use the following formula when determining construction time as a factor for construction contract proposals. The lowest construction time proposal of all the proposals becomes the standard by which all the construction time proposals are evaluated. One at a time, each proposal is evaluated by taking the lowest construction time and dividing it by the construction time of the proposal being evaluated. That fraction is then multiplied by the maximum point value multiplied by the weight of the construction time factor for the construction time score. For example: (Lowest construction time/Current Proposal construction time) x Maximum Point Value x Weight Factor = Construction Time Score 32.5 EVALUATION PROCESS: Evaluators independently review and score each proposal. The Committee meets, during which time the Committee Chairperson totals the individual scores. If the individual scores are similar, the Chairperson averages the scores then ranks offerors accordingly. If the scores are significantly diverse, the Chairperson initiates and moderates discussion to determine the reasons for the differences and ensures that all evaluators are fully knowledgeable of all aspects of the proposals. Scores may then be adjusted by the committee based on committee discussion. Please note that offerors with higher qualifications scores could be ranked higher than offerors with slightly better price scores. The estimated budget for the construction phase of this project is $200,000. Proposals shall be made using the enclosed Proposal Submittal Form. 33 SELECTION 33.1 Selection shall be based on the responsible offeror whose proposal is determined to be the most advantageous to the City of Lubbock considering the relative importance of evaluation factors included in this RFP. 33.2 NO INDIVIDUAL OF ANY USING DEPARTMENT (CITY OF LUBBOCK WATER UTILITIES OR OTHER) HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMMIT THE CITY TO 11 r- , ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS REQUEST FOR PROPOSAL. 33.3 The City shall select the offeror that offers the best value for the City based on the published selection criteria and on its ranking evaluation. The City shall first attempt to negotiate a contract with the selected offeror. The City and its engineer or architect may discuss with the selected offeror options for a scope or time modification and any price change associated with the modification. If the City is unable to negotiate a contract with the selected offeror, the City shall, formally and in writing, end negotiations with that offeror and proceed to the next offeror in the order of the selection ranking until a contract is reached or all proposals are rejected. 33.4 In determining best value for the City, the City is not restricted to considering price alone, but may consider any other factor stated in the selection criteria. 33.5 A proposal will be subject to being considered irregular and may be rejected if it shows omissions, alterations of form, conditional alternate proposals, 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 " 34. ANTI -LOBBYING PROVISION 34.1 DURING THE PERIOD BETWEEN PROPOSAL SUBMISSION DATE AND THE CONTRACT AWARD, PROPOSERS, INCLUDING THEIR AGENTS AND REPRESENTATIVES, SHALL NOT DISCUSS OR PROMOTE THEIR PROPOSAL WITH ANY MEMBER OF THE LUBBOCK CITY COUNCIL OR CITY STAFF EXCEPT UPON THE REQUEST OF THE CITY OF LUBBOCK PURCHASING DEPARTMENT IN THE COURSE OF CITY -SPONSORED INQUIRIES, BRIEFINGS, INTERVIEWS, OR PRESENTATIONS. 34.2 This provision is not meant to preclude bidders from discussing other matters with City Council members or City staff. This policy is intended to create a level playing field for all potential bidders, assure that contract decisions are made in public, and to protect the integrity of the bid process. Violation of this provision may result in rejection of the bidder's bid. 35 PREVAILING WAGE RATES 35.1 Offerors are required to comply with Texas Government Code, Chapter 2258, Prevailing Wage Rates, with respect to the payment of prevailing wage rates for the construction of a public work, including a building, highway, road, excavation, and repair work or other project development or improvement, paid for in whole or in part from public funds, without regard to whether the work is done under public supervision or direction. A worker is employed on a public work if the worker is employed by the contractor or any subcontractor in the execution of the contract for the project. 35.2 A worker employed on a public work by or on behalf of the City of Lubbock shall be paid not less than the general prevailing rate of per diem wages for the work of a similar character in the 12 locality in which the work is perfonned, and not less than the general prevailing rate of per diem wages for legal holiday and overtime work. s 35.3 The State of Texas has adopted the Federal Davis -Bacon wage rates for use in Texas pursuant to and in accordance with the Texas Government Code, Section 2258.022. Bidders may access the U. S. Department of Labor web site at the following web address to obtain the rates to be used in Lubbock County: http://www.wdol.2ov/dba.aspx 35.4 It shall be the responsibility of the successful offeror to obtain the proper wage rates from the web site for the type of work defined in the bid specifications. 35.5 A contractor or subcontractor who violates Texas Government Code Section 2258.023 shall pay to the City of Lubbock $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract. 13 r, I, TEXAS GOVERNMENT CODE 4 2269 SELECTING CONTRACTOR FOR CONSTRUCTION SERVICES THROUGH COMPETITIVE SEALED PROPOSALS Sec. 2269.151. CONTRACTS FOR FACILITIES: COMPETITIVE SEALED PROPOSALS. (a) In this chapter, "competitive sealed proposals" is a procurement method by which a governmental entity requests proposals, ranks the offerors, negotiates as prescribed, and then contracts with a general contractor for the construction, rehabilitation, alteration, 'or repair of a facility. (b) In selecting a contractor through competitive sealed proposals, a governmental entity shall follow the procedures provided by this subchapter. Sec. 2269.152. USE OF ARCHITECT OR ENGINEER. The governmental entity shall select or designate an architect or engineer to prepare construction documents for the project. The selected or designated engineer or architect has full responsibility for complying with Chapter 1001 or 1051, Occupations Code, as applicable. If the engineer or architect is not a full-time employee of the governmental entity, the governmental entity shall select the engineer or architect on the basis of demonstrated competence and qualifications as provided by Section 2254.004, Government Code. Sec. 2269.153. PREPARATION OF REQUEST. The governmental entity shall prepare a request for competitive sealed proposals that includes construction documents, selection criteria and the weighted value for each criterion, estimated budget, project scope, estimated project completion date, and other information that a contractor may require to respond to the request. The governmental entity shall state in the request for proposals the selection criteria that will be used in selecting the successful offeror. Sec. 2269.154. EVALUATION OF OFFERORS. (a) The governmental entity shall receive, publicly open, and read aloud the names of the offerors and any monetary proposals made by the offerors. (b) Not later than the 45th day after the date on which the proposals are opened, the governmental entity shall evaluate and rank each proposal submitted in relation to the published selection criteria. Sec. 2269.155. SELECTION OF OFFEROR. (a) The governmental entity shall select the offeror that submits the proposal that offers the best value for the governmental. entity based on: (1) the selection criteria in the request for proposal and the weighted value for those criteria in the request for proposal; and (2) its ranking evaluation. (b) The governmental entity shall first attempt to negotiate a contract with the selected offeror. The governmental entity and its architect or engineer may discuss with the selected offeror options for a scope or time modification and any price change associated with the modification. (c) If the governmental entity is unable to negotiate a satisfactory contract with the selected offeror, the governmental entity shall, formally and in writing, end negotiations with that offeror and proceed to the next offeror in the order of the selection ranking until a contract is reached or all proposals are rejected. In determining best value for the governmental entity, the governmental entity is not restricted to considering price alone, but may consider any other factor stated in the selection criteria. PROPOSAL SUBMITTAL FORM Page Intentionally Left Blank REVISED BID FORM (SUBMIT WITH PROPOSAL) Bid Item No.1: Mobilization, Chilling Rig Setup, Installation of Double -Swing Gate and Construction of Road. To include: mobilizing and transporting personnel, equipment, supplies to site in preparation to work, preparation of site for work, installation of double -swing gate, and construction of access road. See Drawings for location of test site and gate. Lump Sum Quantity: i Bid Price: �� � '" $ °` Bid item No.2: Drilling Borehole and Providing and Installing Surface Casing. To include: drilling a 24 IN borehole to a depth of 300 R installing a 16-iN Steel Casing, grouting the casing In place, and containing and disposing of drilling fluids and cuttings. Vertical Feet Quantity: 300 Bid Price: a $ ` Bid item No. 3: Drilling Pilot Borehole. To Include: drilling a 1,200 FT, SAN borehole below surface casing to a total depth of about 1,500 FT, and containing and disposing of drilling fluids and cuttings. Vertical Feet Quantity:1,200 Bid Price: Bid Item No. 4: Facilitating Pilot Borehole Logging. To Include: (1) conditioning the borehole and drilling fluids and accommodating geophysical logging by third party (U. S. Geological Survey) and providing assistance to setting and securing logging sheave for wire line, and possibly reconditioning the borehole after logging (Lump Sum), and (2) stand-by time for logging (Hours). The togging will target the borehole below the surface casing and may include up to six (6) logging trips, The cost of the geophysical logging Is not part of this contract. Lump Sum Quantity: 1 Bid Price. Hours Quantity: 8 Bid Price, �-f!�' Bid Item No. 5: Reaming Pilot Borehole. To include: reaming the pilot borehole to nominal 15 IN, from bottom of Surface Casing (300 FT below land surface) to 1,440 FT, and containing and disposing of drilling fluids and cuttings. Vertical Feet Quantity:1,140 Bid Price: Bid Item No. 6: Providing and Installing Casing and Grouting. To include: installing 8 5/8-IN steel casing and grout from top of well screen and land surface Bid Price�Vertical Feet Quantity:130D Bid Item No.7: Providing and Installing Well Screen, Blank Casing within Screen Section, and Filter Pack, To include: providing and Installing 80 FT of 8 5/8-IN of well screen, 60 ft of 8 5/8-IN of well casing,140 ft of filter pack and steel cap at bottom of casing, Well Screen Vertical Feet Quantity: 80 Bid Price:L7- $ Blank Casing Filter Pack Vertical Feet Vertical Feet Quantity: 60 Quantity:140 Bid Price:Z? 61d Pricer $ /,3dr® ' °$ . %D I Bid Item No. 9: Well Development. To Include: purging, surging, and jetting the well; furnishing a temporary well pump with a pumping capacity of up to 200 gallons per minute (GPM) with a lift of at least 700 FT, and operating about 1 HR, and discharging water and sediment as described in Sections 01560 and 02480. Damp Sum Quantity: l Bid Price: / n $® DO Bid Item No.10: Performance Testing. To Include. furnishing a temporary well pump with a pumping capacity of up to 200 gallons per minute (GPM) with a lift of at least 700 FT, and operating up to 36 HRS. Pumping rates may vary and will be determined by Engineer. Discharge water through a temporary pipe to Evaporation Pond. Lump Sum Quantity; 1 Bid Price: $. Bid Item No.11: Providing, Installing and Removing Erosion and Environmental Controls and Site Cleanup and Restoration. To include-. removing test pump, installing a cap on well casing and site cleanup. Lump Suer Quantity: 1 Bid Price; ?c��� $� -� Bid Item No. 12; Contract Administration, Driller Report, and Mud Logger Report. To Include: preparing and submitting a Drillers report, preparing and submitting a Mud Logger report, and preparing and submitting well data and pumping test data to Engineer and to State. Lump Sam Quantity. I Total of All Bid Items $ %� ri Offeror hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed" of the Owner and to substantially complete the project within (_ _ © Days ! Written Days Completed b Contractor consecutive calendar days t reafter as stipulated in the specifications and other contract documents. Offeror hereby further agrees to pay to Owner as liquidated damages the sum of S I®0 [one t{undred dollarsl (for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Ofi'eror understands and agrees that this proposal submittal shall be completed and submitted in accordance with instruction number 29 of the General instructions to Offerors. Offeror understands that the Owner reserves the right to reject any or all proposals and to waive any formality in the proposing. The Offeror agrees that this proposal shall be good for a period ofsixty (60) calendar days after the scheduled closing time for receiving proposals. The undersigned Offeror hereby declares that he has visited the site of the work and has carefully examined the plans, specif€cations and contract documents pertaining to the work covered by this proposal, and he further agrees to commence work on the date specified in the written notice to proceed, and to substantially complete the work on which he has proposed; as provided in the contract documents. Offerors are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check Issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (59/6) of the total amount of the proposal submitted as a guarantee that offeror will enter into a contract, obtain all required insurance policies, and execute all V essarybonds (if required) within ten (10) days after notice of award of [ ctract to him. Offeror's Initials Enclosed with this proposal is a Cashier's Check or Certified Check Enclosed with this proposal is at Cashier's Check or Certified Check for Dollars (5 or a Proposal Bond in the suet of Dollars ( }, which it is agreed shall be collected and retained by the Owner as liquidated damages In the event the proposal is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required bond (if any) with the Owner within ten (10) business days after the date of receipt of written notification of acceptance of said proposal; othenvise, said check or bond shall be returned to the undersigned Capon demand. (Se i fferar is a Corporation) ATTEST Da Secr a Offeror acknowledges receipt of the following addenda Addenda No. 1 bale A 16 Addenda talc+. hate � Orb Addenda No. fate Addenda No, Date NIAVRE Fire: Woman Black American Native American Hispanic American I I Asian Pacific American 0ther (5 Tpmc cif ) 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 ofTexa Hm CONTRACTORS STATEMENT OF QUALiFICATIONS Individual contractors and joint ventures submitting a bid must complete the following evaluation information for the project. Joint ventures shall be composed of not more than two finis and each firm must complete separate evaluations. Evaluation information must be submitted at time of bid submittal. Failure to submit the following Bidder Evaluation information may result in the OWNER considering the bid non -responsive and result in rejection of the bid by the OWNER. Bidders are to provide any additional information requested by the OWNEP_ in evaluating a firms qualifications, the following major factors will be considered: A. FINANCIAL CAPABILITY: For this project, the CONTRACTOR'S financial capability to undertake the project will be determined by the CONTRACTOR'S ability to secure bonding satisfactory to the OWNER. B. EXPERIENCE; Do the organization and key personnel have appropriate technical experience on similar projects? Does the organization stress and support safety as an Important function of the work process? D. QUALITY OF WORK: (1) Does the organization have a commitment to quality in every facet of their work - the process as well as the product? (?) Does the organization have a written quality philosophy and'or principles that exemplifies their work? Ifso, submit as Attachment "A". (3) Has this organization ever received an award or been recognized for doing "quality" wort: on a project? If so, give details under AAachrnent "A". CONFORMANCE TO CONTRACT DOCTME NT'5: (1) Does the organization have a commitment and philosophy to construct projects as designed and as defined in the Contract Documents? The OWNER reserves the right to waive irregularities in determining the ftrm's qualifications and reserves the right to require the submission of additional information. The qualifications of a firm shall not deprive the OWNER of the right to accept it bid, which in its judgement is the lowest and best bid, to reject any and all bids, to waive irregularities in the bids, or to reject nonconforming, non- responsive, or conditional bids. in addition, the OWNER reserves the right to reject any bid where circumstances and developments have in the opinion of the OWNER changed the qualifications or responsibility of the firm. Material misstatements on the qualifications forms may be grounds for rejection of the firm's bid on this project. Any such misstatement, if discovered after award of the contract to such firm, may be grounds for immediate termination of the contract. Additionally, the firm will be liable to the OWNER for any additional costs or damages to the OWNER resulting from such misstatements, including costs and attorney's fees for collecting such costs and damages. Complete the following information for your organisation: Contractor's General Information Organization Doing Business As p Business Address of Principle Office Telephone Numbers _ Main Number Fax Number Web Site Address E Form of Business (Check One) A Corporation VrA Partnership An Individual Date of Incorporation State of Incorporation Chief Executive Officer's Name President's Name j Vice President's Names) 2 f Contractor's Organizational Experience Organization Doing Business As Business Address of Regional Office l r Nerve of Regional Office Manager Telephone Numbers Main Number LLCI y .. Fax Number Web Site Address List of names that this organization currently, has or anticipates operating under over flit history of the organi�tiorr," inctudi the names ofrelated co its nesea loin business: Names ofOrpnization From Date To Date I0a Iz Ao r 2 /O 1- !/14- o re Zw List of companies, firms or organizations that own any part of the organization. Name of companies, firms or organization Percent OwncrAiP Years exper'ten6t in projects similar to the proposed project: Y As a General Contractor ,/ Asa Joint Venture Partner Has this or a predecessor organization ever defkulted an a project or failed to complete any work awarded to it? If yes provide full details In a separate attachment. See attachment No. Has this or a predecessor orgarrzation been released from a bid or proposal m the past ten Yam? If yes provide full details in n separate attachment. See attachment No. Has this or a predecessor organization ever been disqu i cation as a bidder or proposer by any local, state, or federal Money within the last five ears? If yes provide full details In a separate attechmea See attachment No. Is this organization or your proposed surety cwm dy in any litigation or contemplating liti tion? If yes provide full details In a separate attachment. See attachment No. Has or a predecessor organization ever rxfused to construct or ttfused to provide materials defined In the Contract docutnents? If yes provide fu11 details in it separate attachment. See attachment No. J Contractor's Proposed Key Personnel Numberorsimilar projects in other positions Current -Project Assignments Name of Assignment LuMate MIC On I proiect A ;.,,- r AlAve Name of Individual Years Or Experience u Project Manager indidetc: Wigan I ciect py-q C+ 5 P9 P] E-mail Candidate mle on I'Miect PvIZIC.Li a .6vwf Proposed Project Superintendent 6 S.Zf/'/ r vG , 1h? U Proposed Project Safety Ofter I ca41- Proposed Project Quality Control binnager Te) ne °" - Telephone r v E-mail P,� v v to E-mail Para S ItOVA Pro'ect ` � Pto'tet r0 + ld ���®a Candidate role on P ect Pic o + � Candidate role � ,yt on Project P eV n i v uL- 8+.- Contractor's Project Experleace and Resources ipnunt item All use on this tD ect. AI Primary Use on Project 0,4 4k- %IJ 6-If J4- N00J_ ()-r tA--'O'flZ-- 9 Own Lease Contractor's Subcontractors and Vendors 10 pi in Attachment A Current Projects and Project Completed within the last 10 Years Project Owner A t ' Project Name :P v kWelt, t el General Description oftkct: Project Cost Dtlte Project Completed Key Project Personnel Project Manager Project Superintendent Safety Oliicer Quality Control Manager Name4 d Reference Contact Information (listing names indicates approval to contacting the names individuate as a reference) Name Thiel Position Organization Telephone E-mail Owner io 4w. E e. [Designer Construction Manager Project Owner P t r tt1. A4 .S j Project general flcscription of Project: ; � Cta ism �. .t eft'' i it 7k Project Cost Date Project Camel Idi-altF Key Project Personnel Project Manager Project Superintendent Safety Officer Qaslity Control Man er Name Y kt li R a o v r e� 4te x t d� io Reference Contact Information flistina names indicates avoroval to contactinz the names i ividuals as a referencel Name Title/ Position Organization 'telephone E-mail Owner Designer a � Yo ° f r' � kt°Y ss � -' .V-- Z2.04Y�CPveh - Construction Manager Projext Owner � �,o W u� '(i i °'�'i QS Project Name aat � i�%� l r , !t!e: V r Oeneral Description of Project: ll;1 ,, D r► j _ Project Cost ?_0 Date Project Completed p p Key Project Personnel Project Manager Project Superintendent Safety Officer Quality 'Control Manager Name Reference Contact Information Ilistina names indicates aormrnvai to contacting the names individuals as a ferencel Name Titlel Position Organization Telephone E-mail Owner ® k1bJe4 Pe"AVg_& S r e? ivtC,Y.t Designer Construction Manager 0 M o, '�`' fJlrr,tul � .c<lur�J�,eiair .$ el err.r,frrle�.r ir,n DB5&A is proud of the recognition received by individuals who make up our firm and the awards and rankings we've been given for our team efforts. Awards • National Ground Water Association's Outstanding Ground Water Supply Project for the City of Amarillo's Potter County Well Field Project to develop a long-term water supply in drought - stricken West Texas: 2011 a:I r Hyd o Er)VUr CCJ 2245 Texas Drive., Ste. 250 Sugar Land, TX 77479 In 2017 the National Ground Water Association presented DBS&A with the award for Outstanding Ground WaterSupply Project for the City of Amarillo's Patter County Well Field Project Hydro Resources Mid Continent Inc was the drilling contractor for this project. Detail included with our references. i Hyqro I'A References — Project, Project Manager, Drilling Supervisor and Driller References (These projects were in this area and completed in 2012. The drilling, development, testing and pump installation was very similar to this project. We are proposing to use the same equipment, project manager, drilling supervisor, drillers, test pump and pump employees on this project.) El Paso Water Utilities - EPWU Well Drilling Project-2 Projects 19 wells -- 24" Borehole -16" Casing & Screen — Range in Depth from 420' to 1170' Contract Amounts - $3,618,255.82 and $2,302,139.00 El Paso Water Utilities Engineer- Scott Reinert— 915-594-5579 Colorado River Municipal Water District - Well Field near Monahans, TX 21 wells — 2 sizes - 24" & 20" Borehole —16" & 12 N." Casing & Screen — Range in depth from 456' to 798' Contract Amount —$7,496,647.00 Daniel B. Stephens & Associates— Robert Gray -- 505.822-9400 Midland Co. Fresh Water Dist. #1- T-Bar Ranch Well Field -- Kermit, TX 43 wells — 20" Borehole --12 %" Casing & Screen — Range in depth from 310' to 670' Contract Amount - $12,516,299.11 Parkhill, Smith & Cooper —Zane Edwards or Ryan Kennerly — 806-473-2200 other references also attached. 3795 West Jones Ave, t Garden City, Kansas 67846 i 620.277.2389 i 620.277.0224 Initiated Change orders over $25,000— No firm initiated change orders over $25,000 Previous Experience — Injection/Geothermal Well Drilling 1. a. East Cherry Creek D11— Deep Injection Well (Class 1) b. Drill to 10,500', complete, perforate 5 zones, acidize, perform Injection tests on each perforated zone, install Injection string and wellhead, final Injection test, and finial pressure testing per EPA Guidelines. c. Owner— East Cherry Creek Water District d. Consultant — Kennedy and Jenks (303) 985-3636 e. Project Manager —Fred Rothauge f Job Superintendent —John Ashbey/Ed Martin g. Year Completed — 2010 h. Construction Contract Amount (1 Weil) - $3,070,178 I. Was contract completed in allotted time? Yes j. Were there any claims or disputes filed? NO 2. a. City of El Paso, Desalinization Well (Class 1) b. Drill and complete 14400' deep Class 1 injection well, pressure and injection test. c. Owner — City of El Paso d. Consultant —Moreno Cardenas, Inc (915) 532.2091 e. Project Manager— Bruce Ritchmuth f. Job Superintendent —Roby Coyne, Fred Rothauge g. Year Completed — 2006 h. Construction Contract Amount (1 Well) - $2,467,260 1. Was contract completed in allotted time? Yes J. Were there any claims or disputes filed? NO Previous Experience — Exploration Well Drilling and Zone Sampling 1 a. SAWS Test Wells — Exploratory Well b. Install 30" conductor casing to 40 ; drill 83/4" pilot/test hole to 545', ream test hole and install/cement 24" surface, drill 93/4" pilot hole to 2700' collect water samples at various depths, ream hole to 20" to 2400', geophysical log, install 14" casing to 2400', drill 97/8" and complete to 2700', air lift develop and test, artesian flow of 400 gpm, water sample and abandon c. Owner — San Antonio Water System (SAWS) d. Consultant — LBG Guyton Associates, W. John Seifert, Jr. 713-468-8600 e. Project Manager —Bruce Reichmuth f. Job Superintendent - Jim Hale g. Year Completed -- 2008 h. Construction Contract Amount (1 Wells) - $1,327,363.50 1. Was contract completed in allotted time? Yes J. Were there any claims or disputes filed? NO 3. a. Maeser Water Improvement District Vernal, Utah —Exploratory Wells b. Drill two 8" exploration wells reverse circulation to a depth of 2500' each well. Geophysical Log, Zone Sample, quality Test, and Abandon. c. Owner - Maeser Water Improvement District d. Consultant - Bowen Collins & Associates, Inc., Chris Mikell, P.G. 801-495-2224 e. Project Manager- Fred Rothauge f. Job Superintendent - Jim Hale g. Year Completed — 2009 h. Construction Contract Amount (2 Wells) - $484,856 I. Was contract completed In allotted time? Yes J. Were there any claims or disputes filed? NO 4. a. City of Rio Rancho, New Mexico - MW1A, MW2, MW28, MW2C, MW3-5 Exploratory Wells b. Drill five reverse circulation wells 13 1/2" diameter hole to a depth of 970' to 1850', geophysical Logged and completed with 51/2" diameter casing, gravel packed and developed, zone testing and sampling c. Owner —City of Rio Rancho d. Consultant —Daniel B. Stephens and Associates, Bob Marley 505-353-9079 e. Project Manager - Fred Rothauge f. Job Superintendent -Jim Hale g. Year Completed — 2010 h. Construction Contract Amount (5 Wells) - $694,737 1. Was contract completed in allotted time? Yes J. Were there any claims or disputes filed? No 2 a. Canada Exploratory Test Well, Santa Fe, New Mexico - Exploratory Well b. Drill one reverse circulation well 14 3/4" diameter hole to a depth of 2520', geophysical Logged and completed with 6" diameter casing and perforated pipe, gravel packed and developed, zone test and sample eight zones c. Owner— City of Santa Fe, Santa Fe, New Mexico d. Consultant —John Shomaker and Associates, Inc. — Roger Peery 505-345-3407 e. Project Manager - Fred Rothauge f. Job Superintendent - Jim Hale g. Year Completed — 7-2010 h. Construction Contract Amount (1 Well) - $777,509 I. Was contract completed in allotted time? Yes J. Were there any claims or disputes filed? No 3 a. Clovis Exploratory Deep Well - Clovis, New Mexico - Exploratory Well b. Drill one reverse circulation wells 171/2" diameter hole to a depth of 540', install 13 3/8" surface casing, drill 121/4" to 20W' , geophysical Logged and completed with 8 5/8" diameter production casing and perforated pipe, gravel packed and developed —Test pumping and water quality sampling c. Owner — New Mexico —American Water, Clovis, New Mexico d. Consultant —John Shomaker and Associates, Inc. — Roger Peery 505-345-3407 e. Project Manager - Fred Rothauge f. Job Superintendent -Jim Hale g. Year Completed — 2010 h. Construction Contract Amount (1 Well) - $498,675 1. Was contract completed In allotted time? Yes J. Were there any claims or disputes filed? No 4 a. Trinity Aquifer Feasibility Study —Shavano Park, Texas - Exploratory Well b. Drill reverse circulation one well 8 3/4" diameter hole to a depth of 1440', geophysical Logged and Test pumped/sampled c. Owner — City of Shavano Park, Texas d. Consultant —U5R Corporation, Grant Snyder 2-10-377-3764 e. Project Manager- Bruce Reichmuth/Fred Rothauge f. Job Superintendent - Jim Hale g. Year Completed — 2008 h. Construction Contract Amount (1 Well) - $337,940 I. Was contract completed in allotted time? Yes j. Were there any claims or disputes filed? No 5. a. Fort Stockton Capitan Reef Test Well — Fort Stockton, TX - Exploratory Well b. Drill reverse and conventional circulation one well 8 3/4" diameter hole to a depth of 3500', geophysical logged and Test pumped/sampled c. Owner — Fort Stockton, Texas d. Project Manager—Jasen Decker e. Job Superintendent— Rick Hacker f. Year Completed — 2013 g. Construction Contract Amount (1 Well) - $885,000 Still In progress h. Was contract completed In allotted time? Yes 1. Were there any claims or disputes filed? No Previous Experience — Production Well Drilling and Construction 1. a. SAWS Aquifer Storage and Recharge Wells —12 Wells b. Drill pilot hole to 800', geophysical log, install 30" conductor to 40', drill 28" hole by reverse circulation to 750', run deviation and alignment test, install 20" SS screen, dielectric couplings and epoxy coated threaded and coupled casing, developed by airlift swabbing and pumping, tested at 400gpm, disinfected and collected water samples c. owner —San Antonio Water System (SAWS) d. Consultant — CH2m Hill, James Dwyer, 512-453-1980 e. Project Manager — Bruce Relchmuth f. Job Superintendent — Roby Coyne g. Year Completed — 2005 h. Construction Contract Amount (12 Wells) - $5,009,628.91 1. Was contract completed in allotted time? Yes J. Were there any claims or disputes filed? NO 2. a. Cottonwood Production Well Project — Cedar Hifls, Utah — Production Well b. Drill one reverse circulation well 28" diameter hole to a depth of 970', complete with 30" surface casing to 40', and 20" diameter production casing with 240' of stainless steel wire wrap screen including gravel makeup and water level tubes. c. owner— City of Cedar Hills d. Consultant - Bowen Collins & Associates, Inc., Chris Mikell, P.G. 801-495-2224 e. Project Manager - Bruce Reichmuth/Fred Rothauge f. Job Superintendent - Jim Hale g. Year Completed — 2008 h. Construction Contract Amount (1 Wells) - $1,058,521 I. Was contract completed in allotted time? Yes 1. Were there any claims or disputes filled? No 11 3. a. Roy City Corporation — Roy City, Utah HAFB Well Replacement Project — Production Well b. Drill one reverse circulation well 24" diameter hole to a depth of 1070', complete with 36" 1 surface casing to 40', 28" diameter intermediate casing to 310', and 16" diameter production casing j with 80' of stainless steel wire wrap screen including gravel makeup and water level tubes. Abandoned 1949 era original production well. c. Owner — Roy City Corporation d. Consultant --Wasatch Civil Engineering —John Bjerregaard 801-775-9197 e. Project Manager— Bruce Reichmuth f. Job Superintendent -Jim Hale g. Year Completed — 2009 h. Construction Contract Amount (1 Well and abandon 1 well) - $630,302 i. Was contract completed In allotted time? Yes J. Were there any claims or disputes filed? NO 4. a. Rio Rancho Well #22 — Riff Rancho, New Mexico — Production Well b. Drill one reverse circulation well 28" diameter hole to a depth of 3,300', completed with 20" diameter production casing to 2000' and 18" telescoping screen and casing to 3000', Developed and test pumped. c. Owner — City of Rio Rancho, New Mexico d. Consultant—Gloreta Geosclence, Inc. —James Reister 505-983-5446 e. Project Manager - Fred Rothauge f. Job Superintendent -Jim Hale g. Year Completed — 2005 h. Construction Contract Amount (1 Well) - $1,519,790 1. Was contract completed in allotted time? Yes J. Were there any claims or disputes filed? NO 5. a. Fort Union Well Project — Gillette, Wyoming 5 wells — Production Wells b. Drill five reverse circulation wells 20" diameter hole to a depth of 1700' to 2100', completed with 12" diameter production casing, stainless steel wire wrap screen and gravel pack to varying depths, Developed and test pumped. c.Owner —City of Gillette, Wyoming d. Consultant — Morrison-Malerle, Inc. — Steve Peterson 307-686-5262 e. Project Manager- Fred Rothauge f. Job Superintendent -Am Hale g. Year Completed — 2010 h. Construction Contract Amount (5 Wells) - $4,587,797 1. Was contract completed In allotted time? NO 2 Weeks Over J. Were there any claims or disputes filed? NO 6. a. City of Castle Rock Wells CR101 and CR117 — Castle Rock, Colorado - Production Wells b. Drill two reverse circulation wells 20" and 24" diameter hole to a depths of 1720' and 2298', completed with 10" and 12" diameter production casing and stainless steel wire wrap screen to T.D. Gravel packed, developed and test pumped. c. Owner — City of Castle Rock, Colorado d. Consultant — Hemenway Groundwater Engineering. — Courtney Hemenway 303-805-1750 e. Project Manager - Fred Rothauge f. Job Superintendent -Jim Hale g. Year Completed — 2010 h. Construction Contract Amount (2 Wells) - $998,966 I. Was contract completed in allotted time? Yes j. Were there any claims or disputes filed? NO 7. a. Central Montana Regional Water Authority —Ubet, MT— Production/Test Well b. Drill on well with open hole completion to 2380', develop and test c. Owner —Central Montana Regional Water Authority d. Consultant —Great West Enginnering — Bob Church (406) 495-6177 e. Project Manager —Jasen Decker f. Job Superintendent — Rick Hacker g. Year Completed — 2012 h. Construction Contract Amount - $845,896 1. Was contract completed In allotted time? Yes J. Were there any claims or disputes filed? NO Previous Experience — Production Well Drilling and Construction large Diameter Completion 1. a. JCW Well Field Expansion Phase 3 — Pampa, TX — 5 Production Wells b. Drill five reverse circulation wells 30" diameter hole to a depths ranging from 868' to 1065', LJ completed with 24" diameter production casing and stainless steel wire wrap screen to T.D. Gravel packed, developed by airlift swabbing, bailing and pumping, test pumped from 1800 gpm to 3000 gpm. c- Owner —Canadian River Municipal Water Authority 806-865-3325 d. Consultant — Parkhill, Smith & Cooper, Inc. — Scott Honeyfield 806-376-8600 e. Project Manager— Bruce Reichmuth f. Job Superintendent -Jim Hale g. Year Completed — 2009 h. Construction Contract Amount (5 Wells) - $2,762,233 1. Was contract completed In allotted time? Yes J. Were there any claims or disputes filed? NO It. Plumbness and alignment within specification 1. 85% in house construction m. Mud tanks 500 bbl, dual shakers with de -sanding cones 2. a. Prairie Waters Vertical Wells— Brighton, CO— 37 Production Wells t1 b. Drill twelve reverse circulation wells 36" diameter hole to a depths ranging from 50' to 70', completed with 36" diameter production casing and stainless steel wire wrap screen to T.D. Gravel packed, developed by airlift swabbing, bailing and pumping, test pumped from 500 gpm to 1000 gpm. c. Owner — City of Aurora d. Consultant — Garney Construction —Joel Heimbuck 303.725-8456 e. Project Manager — Bruce Reichmuth/Fred Rothauge f. Job Superintendent -Jim Hale g. Year Completed—2009/2011 h. Construction Contract Amount (37 Wells) - $4,000,000 i. Was contract completed in allotted time? Yes J. Were there any claims or disputes filed? NO k. Plumbness and alignment within specification 1. 90%in house construction m. mud pits 3. a. Central Utah Water Conservancy District— Orem, UT—S Production Wells, 2 Monitor Wells b. Drill five reverse circulation wells 32" diameter hole to a depths ranging from 1500' to 1700', completed with 24" diameter production casing and stainless steel louvered screen to T.D. Gravel packed, developed by airlift swabbing, bailing and pumping, test pumped from 2000-4000 gpm. c. Owner — Central Utah Water Conservancy District d. Consultant — Hansen Allen and Luce - William Bigelow — 801.566.5599 e. Project Manager —Jasen Decker f. Job Superintendent -- Bob Roche/Rick Hacker/Steve Bryan g. Year Completed — 2011.2013 h. Construction Contract Amount (37 Wells) - $8,642,300 1. Was contract completed in allotted time? In Progress J. Were there any claims or disputes filed? NO k. Plumbness and alignment within specification am BEVERLY HILLS MIJUMIL APAPAF40E WM A-1 ?ream ?aIrm I S 73 CENTENNIAL WATER =3WELL 7 1002 Gow2m : S2 100 StLWR PEAK METRO MST 38ELLMTHWELLS. ma2w w3sraw sammse 4MARTIN A60D WOW WATER CONRLTANTS PHIL MARTW 303-5*15-2600 3" PARKER WATER 3 SW TWO ARAPAt" WELLS Ul&= ?MtrlW 1741,21076 :.40M CHALWASKA & ASSOCIATE RASK 30-704133 3" TOWN OF CASTLE A= CR-2 AM L 5R WEL oft 6119M %M127 40 F1 ENGI"t vltom *U EWWA4fGR0IU?0WAT%NE CO MEYHEMOMAY 3141405,1714 fin CENTE.W&AW.WATERASAWTATIONVISM0 WELLO-i2FI vam vwm sm grim "EmemAyonotmawATEREmweEmG countaymmENwAy wo-ams-mo w CHERRY HILLS LFH A ARAPAHOS WELL 31W= UI&2M 5=64Z40 *AIER SOURCE GEOLOGY AND ENGINEERING KEITHRLICKLEV 3034SS4W 12FA Inmew UE"OPLITAN DISTOCT WELLO-7 1w3t20 51542.40 *O&CURISWO-1.36CO CURV` WELLS 3mwarr3l 534 DENVER BE SUStIASM ARAPAHOE WELL 0 WIWI= 7/67= li6im= iImwATiRCwSUTA#lTS ERIC SAVMFI 3m44241ti SOUTH SUMVIIIIIAN PAW WELL wit RE -PLACEMENT an&= w3low wasafis LEONARD PACE ENGINEERS. WC OWANT&TON 3045"5a4 CM OF THORNTON CFTV PARKS WELL PROJECT 326 m i2a1200] S103L473.49 GEICONWANMWC MARK AHLSTAOM µi 300"I00 no ClrYOFAt=FlA WELLS "M t & GAM-1 w"m mutwm sm.man 41SHOP-o"Ou0ENAS=ATES. INC, CHRSlAW;HEZ 303-00641M 221 ELPASOWATER WaLS3N.T5,kt4ILl7A,2W4M2 VZW03 tollrM 21IM.9ft'36 !MPAWWATEFIUMM WUIAMNUTCHMON 4 1115-Wil-MIS —12M TW" UETOMI[TAN W"ICT_ WELL A4 i 2t&'J= tt4olm 973.H7I,74 WM CURTIS WELLS sco s CURT WELLS CmOFLmft%. WAVER Swpuf WELL IS3 a WELL PUMP on Wl- ---- V2W2W4 S15100 OD YxECENGINEE"5COR5LkTAWS.MQ_ OLYkNUOOAE 316454-OW 1378 UNtVgRMOFOERVER WATER WELLS XWWW IMIrM SMU3.42 WAXW WATER erilNEERS GARY WITT 303.0amm =0 WLAND HILLS PARK A RECIFIFATION DISTRICT i GOLF COURSE WELLS tD02=1 12=M S2WL4fa45�WATERSOURIX GEOLOGY ANDEM&NSEPING KE" BUCKIM JD 4M-4V 0" G= MO GRANDE WATER WELLS 1&2W= 12MIrM BRIANTILTON 3034*5*M CRY OF WALSH REPLACEMENT SCHOOL mu iwnrmA wamw 3140.r2806 ism, mc EDWAROMeYER 7*475-29M �A A SWTATM OSTRIlCT ARAPAHOE WELL A.3 IVIG?m i2amom stwupau im CURTIS WELLS &Co. 3w463ml -118CR124 iV1&JOW WJVM UUWS30 1HEMENINAYpROUNp1MAlERENGINEERING COURN" V 3014*1750 17I CRY OFULYSM ll2 " Imiso igARLESENMEEAWS&!Nkff E PEERES 7115.3mlow $m TOWN CENTER METRO OISTAICTWEtLmo 211SIM4 W3101404 11120,90M �LECINARD A)CE FNINKEft PIC ........... M4WVSM ml WILD POINTE PARTNER& INC WILD PONTE WELL WPA-1 IGWO4 WV2D04 =5=96 HEME)MAY GnOUNDWATER ENOWEEANG COuAmEYmFUEhwAY =Ucks-tm l67; CITY OF DOME CITY 1 WATSFk"PLYWELjA6MCFpNG8= Ir2Q2004 imir,=A 32,149,208.77 *WESSIONALEWD106EA .2091 %INK FLYM HOW Cotm" CLUB ;_3=21*4 W3121*4. 5315,47000 Mm CURTIS WELLS AM CUFrrWEUS 3m44&3801 Im CASTLE ROCK DEVELOPMENT WELLSA-13.00"ALDA4 W2VaW S/3V2004 560tI87.28 0M"OP4PM%N ASSOCIATES. M CHRIS SAIIICHEZ 30349*5m IM i 00WAAA WAIIM A SANITAIM DISTRICT WMBA 41ts".= 7115rmm $317941M ;LECINARORCE914DINEEFISLINC BRIAN T&MM 3XI4%_ft" 2W i w NESPASKA PU UG PMA DISTRICt 38 WELL PROJECT 411&-=4 &3VnU S3,"Z40.30 :HEMENWAV GA13UNDWATER B%0NF Ef*NG p"N"HEMENWAY 3"4WIM Wc_LLSLLC W-ATERYIIE"WE"EA-%-A.L-3"..---",-.-W-2112W.4-..,.,L llrjW2W4 ZMA64,50 _MAsTINANOWOODWA7EPCONSULl TS i KATE GFNFFIN 303-526-2600 Zia INTREPID mmon UG WENOMAPOIAMOF"WEU21 �TMS"'JWA 63DWU So"W"A LEONARD FICE E"WHEERS. INC OFOAN IMIUM Y 303-45&2M Zm MEAECKAN METROPOLITAN DISTRICT WEALS A4. DEN-14 & "S-A-1 wwm s a -am U0,100.IG IJEHN WATER CONSULTANTS, "NIC BILL FIESELMAN 303-32$-B= 234�2 WOODMAN "qk$PUKICFAC&MgSAVniOMIY? FDA OAVr" WE US VZVA" BOV20(4 11M.M.00 WM. CURM WELLS & CO 3034NWl CIENTO"AILWATER11SANITATIONDI5TPICT ARAPAK* WELL #5 REDFULL Stamm 11r3v2w4 S317,511.0 **UENWAYCMWNnWAYfRENGINEEAWG COURNEYNEW.NWAY X"05-1750 zw ewxr rA"nm mc GROUNDWATER M)PPILY WELL wl&2m4 amms S38141.179 LIANO-PEPAIAN EWIAOt"NtAL JffFERYC"Aw 1004674w 27M FOREST WEW ACES WATER OkSTRIICT DAWSON SELL wam l2al=4 S144'"CAl l$OHE-FO%STWEWACft9WAT0DlST WNLAFONTAWE 1#941*2110 m STCMATIEVILLA(MMEM WS"KA-20 lwvjm z-Arms MlAaW �BISHOP-WMDENASSWATES,INC. CHRIS SWCREZ 3041064m CITY OF GAMHTON SOUTH PLATM VIE" 12flWM Y311M W&243= iHEMENWAYOROUHOWATEFIEHGIFIE COlMNE4HEM£PWVAY 3I13-5M470 2m SAN ANTOW WATER SYSTEM AOUIFFASTORAGE RECOVE WELLS IUW2M4 Km".. MIrAW JAMES DWYER .. .. ...... 5124alWO 2" W W WHEELER SASSOMAXES rASTLE!IqCK,UL�LWIELL, 1=20N W2VMS $64.44ZGS iHEMENWAYGROLINDWAT15 RENOWEKM* COWINEYHEMENWAY xlw5 3_lm 3W WYOMM WATER MVELOPMENT ONE PRODUCTION TEST VIFELIL 2flkeM =IrM CITY OF RIO ILANCNO WELL NO. 22 iMOACTA GE0SCJFNm INC JAMES REISIERER Sm".15d4a 1201 faKa LAKE METRO DISTRICT ARAPM40E WaL A-1 vmm wirm 520034200 twu CURMWELLSSCO CuAtwEULS =456-3wl 3223 NEW MEXOUTILITIES. .INC .... DRIUINaWELLNO a 1 4i12705 s ttY31rtW5 : ST075aZt I ktN9HOMA1tERaASSOCtATES JIMSTREET 50M345.341117 3385 CENTEpMU1. WATER a SANiTAT'bPd DISTRICT 3 ARAPAHOE WELL III REDRILLmmss 1f!'3lN2009 $310.410.45 HEMENWAV GROUNDWATER ENGINEERING ; COURNEV NEMENWAY 30334WI750 3w s EL PASO WATER UTILITIES 7nm 1fJ9f2048 SZON.W,427 iELPASCWAiEAUTIUTIES WILLIAM HUTCHISON 11*94.55% 3424 ` OMER SE SUBURBAN t.OWER bAWSW AWNFER WELL D1V R414 &211210 -- 7l1512LOS St49140504 IHRS WATER CONWTANTS Elm SOEl1CaEA 303492 1111 35f19 I EL PASO WATER_ UTILITIES ...___., t » » ry EPWUIFGRT SUSS Kim WELLS • SOUTH GAOLWP Wtv2m i Y31 <PWCS $Z,145,SM II aQ PASO WATER Wt titAM HLiTCNISiNf � 915.594 SSt6 370i »; » »» GLEN"A COU14TRY CLUB RENT DENVER AA WELL &301M W&= S20 A48M `APPu£O HYDROLAGY.INC IACNAEL DAY 10'W-0154 37a2 2 GONSOLiDATEOMklILtALWAt£RCOi LOWERARAPANDEASRWELLS almo t minomi S72044700 HEMENWAYGROUNDWATER ENGINEERING COU:WEVHIMENWAY 3{g4WIT54 3m ` CONSOLIDATED MUTUAL WATER CO.1 _ PERRY PIT EAST AU.UVIAL WELLS warAwr imirm 5124 0A1.",..» HEMENWAY GROUNDWATER ENGINEERING COURNEY HEMENWAV 303 1750 3e72 CITY OF OG. "M __,...,._ t]SfL t NEST AILS »., inai 2 I 113KSi44 53 UViMGSION ASSOmATEs P.C. emp uViNGSTON 3 a9ai CHEROKEE KOELBEL COii3iRUii. EDIV Of WELL A t 1 S f t is Oq, JENNWATERtX1MSOXTANTS.INC H TNERESAJEHOELAPORT 921-aX 3m NEW ME7000 UTILITIES, INC DRILLING WELL. NO 2 12112'.W5 ZrWM S680 202 30 _ ,.,. ,......... JDkBN SHOMAKER A ASSOCIATES INC ,... ,._.,. , JIM STREET 5OS-3460407 4WT i PURE CYCLE CORPORATION WELLAd314VOROFRAC imm 3J3i1TD00 SSf3 .�S HEMENKIAYGRt DWAiEREiNR1NEEAiHCI CikdANEYNEMENWAY 1YL}6 t75G 4107 a PARECO OIL COMPANY,LLC BERTRAND8FAT,TOIL WELL),?WOM ,� _ All w 'SWf1112.28 "PAI�CQOPi.G9MPlWYrL0.G,�_»y._ ,,., .q,. ,iACKCHAptCE 418a ADGt1E047E INDUSTRIES ARAPAtp WELLNO.AAi Su3106 SZ994a40 iNSHOP41100DENASSOCIATEILINC. TIMCRAWFORD 52 T_43a ? PARKERWATERASANITATIONDISTRICT µ TWOARAPAtk ACXNFERWELLS .M K1FtNC.HALEPASKAaASSKYG TES q7C LL ARTHi1RKOEPSELL T94.4333 44N».. ,...., SEVErw TRENT SERVICES ALAMOGORDO MOUNTAIN VIEW WELL Br rdm + S y12U06 $1942a JOHN SHOMAKER A ASSOCIATES. INC JIM STREET 5t15 345r340T 44a6 EtgfiRTAf Ktf COf iERCiALM£fROT?gT WILD POINTEDSWtRmWELL D•I rd1I mot 1 5317smC0 HEMENWAYG ATERENGINE90ING COURNEYNEMENWAY 34 T750 8 ». 'CANA09AN TOVER MUNICIPAL. WATER AUTHORITY, PUMP MAINTENANCE CONTRACT w2/161"AV4 s 4t S7S�,7at ea » _,.. PAR*fKJ., SMifpl a COOPER. INC M. ,... ... _ ._ »..,,..,_. _ SCOTT HONEYFIEW Ot-JTS aaa g 9 EL PASO WATER UTILITIES ' JKNTOESALIN1ATiON FACT ITY WELL NO 3 GMrd= i ttr3144 32 46T XM42 MORENO CARDENAS INC ED DRUSINA 9r&5341209t 440 MEROAN SERV" ME"WOLITAN D1STRtOT, , _ . _ ., »_. DENIER WELL 119 ` _. ,...,.. _ .,..... _.. 812?mw i U3iP21 " S215264 00 _ ... WV_ CUR7L5 WELLS a C O .. _ CURT WELLS 301466-Ml 442 ... TOWN OF CASTLE TBJCK $ WEttS �i05, tiS. a Wll & 7 DENVERA ARA ? _,..».. 71211440 f &21=V tt S2.6A2,44100 HEMENWAY GAM90WATEFI ENGINEERING _. _ _COURNEV HEMENWAY .,__. ,._,..,,w, n3WAOSA760M„ SM PARKER WATER a SANITATION DISTRICT i S1K 46► PYp[ 1C'TatTN 1YEti5 i 1iMt .. _ , i 6131f2�'7 5380,965.E JOIN C nHAtl:PA6KA a_ASSO CIA S INC :" ARTHUR KOEPSM 303 7e4 1335 697 E PARKER WATER a SANITATION TASTRtCT t DRKtiNB ®COMPi.ECiNOi REGIONAL wmL nEw m p » S1.2Si %at.6a x1la11 C. HALEPASKA 6 ASSOCIATES. INC AR THUR KOEPSELL 794.1335 ail WCK MMA WATER a SANITATION DISTRICT ARAPAHOE WELL NO 111157M» ZUrAW 33M.927.00 8380"AWCEN ASSOCIATES. INC. w » _ µ TIM C RAWFORD .30 646 t JRW FAMILY iJMITED PARTNERSHIP ALLWIAL WELL ? InS=7 4r 7 Sa4,9f}3.01 HEMENWAY GRO NMATER ENGINEERING COURNEY HEMENWAY 3a3.00S 1750 On : DONALAWATERaSAMTA IONLKSTRICT WELLOA t2ft&=4vi Z12312= S4749MIX) LEONARDMEENGINEERS. INC BRIAN'"MN 37iSS9509 ?6a mm CITY OF ENGLEWOOD W61S UA S aA Mr 4rRMm ! w 52Ti vif 0T MARTIN AND WOOD WATER CONSULTANTS PHI.MARTIN 303.52&2Q00 7W PERRY PARK WATER A SANITATION CIST'RICT $ ARAPAHOE WELL A.2._..,» » 4 . WNW? wwam_ S344A76 70 W IA CURTIS W ELL4 8 CO. NRT WELLS 303463.3Wt 824 CENTENNIAL WATER 8 BANrTATiON DISTRICT 2W WELL DENVER t8 A. DENVER 04 6 UHF-4 ; 2/1G12007 30trAN $1.344-NAM HEMENWAY GROUNDWATER ENTf1NEERINQ COURNEY HEMENWAY 3a34OW1750 to" t TOWNOFTAOS » »............. RP PRODUCTION WELL iy m_ ...v_. 4rZYM -,. Si,Y Mbo ?SOUDE_R,MILLERAASSO_CIATF'i',.. _ » W5.47J-4211 1ta5 , PARKER WATERBSANFTAROtiD4STtiiCT ybAlfS813RYliEiGHTSARAPAMCIE8LT7AWSDN 5r1T17 di .g7131t217 8599Z5D.OLt "NC.14AWPASKAAASSOCIATES.INC _ROYMAESTAS ARTHURKOEPSELL �3.704.1» 3J5 140 i DEWIER WELLS LLC ». rv» » MEAL WELL_...p ` 7r.&ZW» , d o W SrA45400 MARTIN AND WOW WATER CONSULTANTS KATE GWFIN 30M2M 9526 LBO GLN'Ti,U4 ASSL>CIATES w SAw5 EDWAFM TEST WELL _ . Wf&= 240M'. St.W.363 60 L84 BUYTON ASSOCIATES, INC W. JOW SEIFERT JR 7134W NW /57.5 CRY OF 1KILCAMB WEU NOS &171AXt7 6t211 18 W p MS142.S410S „ w iNl#Ot1 a ASSOCtEATES »TMµ_._. »...... PALL. NIXON 3 70 $721 CITY OFCEDAR "AiS COTTONWU4DPRooucTmWELLPR xcT iw7 tirmixtat 5m62t,IXI 4OWENCOLLINS aASSOCIATES. INC CHRISMICKELL 801.495.=A t709 3CAHADIAN AWER MUNCIPAL WATER AUiHOMTY� JCW WELL FIELD WELL NO PH3.92 1147 wevow 5474,724 00 *AAKN0.L. St4lTiNa t3 KIPER.,!NC SCOTT HONEYFLEW tI08 late CTTYOFKISMET KISMET WATER WELL liltta=? ST712tM8 S9f�7Z� EARLESENG1NEEtMNi3alNSPECTK7N ltaD " PETEEARIJES 79S.301060... o m tBSe CASTLE RUCK DEVELOPMENY THE MEADOW 7 SITE LDA 1 i O-t a A 7 - ._.... .. �..._.,,.. ,..._,w..,..»,...,..,...,., 12N+SQ07 ,.,,._,...,_.. 911S21Da SBPJ 993 co .,.,.:JEHNWATERCONSULTANTS.tidC......,__.....�ERE lIVOR 1K1NEM INC _ PAT OIMN .,._,m,»».»,..._......_,._,_,.„.. 3033237 IN? TOWNOFSNNETT E CONST NOF IS * 7111dw 2 $180 42� ` ,..,_.... 5AJEHNOEtAPORT. =- $21-aS:iS 19e4 DENV£RWELLSLLC SEC WELL avem MumSA14d2dd70 'MARTIN AND WOW WATER CON54A,TANTS JOEMEIGS 333•S26-26110 2019 WHEATtANDWATERTREATMEM we to ._. .., alfam 8J3il= 11214a93.55 nNIXONIASSQGIEATES PAULNIXON 31YF6 mlo 2 Yik+t T►AND WAT@R TpEATMEtiT .... wELL 11 tuil 8f*It1 YI $184 TR2.29 iNIXON s ASSOC EATE5 PAUL NIXON 3M."t►( 2106 SOUTH SUMBANPARK ..._..rc I. TREEDENVERWELLN02 Y2SIm VISO= S31&05gf0 ». it..EONADRICEENNGINEER6INC _., .._.,..,,. _..w .._. tENNISMCGRANNE _ _..,_.._ 304 2S57 CENTENNIAL WATER ASANITATION DISTRICT 20MWELLS WELL. A7REDA8.L U312DNI 1001rdON gym 5745,27400 HEMEId1YAYt#ROUt1DWATER£HGIdEERING COURNEYHEMENWAY 0005-1750 25" MESA VWA RANCK MESA WATER PROETCT _. _, . .... 1 t S 1045 256 W R W HAP�EM d A9$IxtATFS INC AAD SOS HARDER »..._.. 51 2,1I52379 , 2749».. City OF UDERAL _.. BROWN WELL PROJECT 7114rM 713trAn S72i,23I.W FABLES ENGINEERING a iNSPECTION, INC. PETE EARLES6204S2&012 ._,...., 3136 CITY OFSHAVANOPARK TRINITY AOWER WATER FEASIBILTYSTUOY 10111141116 WX12W sul'umDo URS COAPOATKM DRAW SHYDER 210377am 34ARAPAHOECOUNTYWATER LLLSM3 ALWEy. 11160m9,MAD aoi 37 WM. CURTIS WE S CO. CURTWE"S 466-mol21 3424 cAsnE PINES mEmmmAN DisrFacr WATIERWTIER ..ULLOA-02 mom 4rjw2wg s2ttm.sa �JEHM WATER CONSULTANTS. INC THEAESAJEHMOELAPOAT 303420-1113%35 35% 2 MAESERWATERIMPROVfM69TOISTRICUT ...... .. .... EXPLORkTION WELLS ATE CHRIS WKELL 800-4WZ!24 3108 ROY CITY CORPORATION HAIS WELL REPLACEMENT PROJECT umm w3imm 202f0 WASATCH CIVIL COMMA-TI ENGINEERING 4OHNIMERSEGAAFID 001Mlllgr 3ats conomwom wAir R a "TAmN DISTRICT j E ALLUVIAL WELLS CCC-4 A DD-i .... ... . ..... ., — - ----- SIIIMW WXrlW 31011121W =46&MQl am TOW.RITEN OF MOMMENT REDRILL WELL No. 7 wom aammog SM40MOO 'LYTLE WATER SOLUTIONS. LLC . . ... . . .. . .. - — - - - - - - BRUCE LYTLE 7 CITY OF GUYMOM WATER SUPLY SYSTAppxmMEmS WWI = W31 waiAl97TREE. atLUVEFS do$-7wwmPwU 11 �CAMAWN RIVER MUNICIPAL WATER AUTHORITY JSW WELL FIELD PHASE PRODUCTION WELLS IbWM WW21110 $2.77Z6UW flu- SMITH & COOPER. We SCOTT MMEYFIELO W.37&0= 20 CITY OF THE COLONY TRINITY 94 SFI600 301=10 ICIER SI.565,=LTS FL W HAII M A ASSOCIATES. INC. JAMENSENE Si2-345-2379 47 a" Of SMVAND PARK s WATER "FLY WELL III DRILLING @ mraw M. wormoo vmmo,00 AIRS CORPOATM - - --------- - - - ---- 13 SNYDER 210-377-17M 45 ANT14ONYWATERASANITATION DISTRICT 3 WELL 0 64WATER SYSTEM IMPAMMEMS IZ%rxm ROtAKI110 SMASIzal 515.5224m40 346 1 CMCFAMMILL0 CARSON COUNTY WELL NOW moram mirmoo im4mTo nAmicto.sm us a ASSOCIATES INC RODEATGRAV SvIm-luot) 154 . ......... . ........ CITYOP Sea" CITY WATERWELL110 llraem-,� mil"In $122.911100 iEARLES ENGSIMEWMA INSPECTION, INC, ;___,_.PETEfARlES 735. I= 3" CM OF FOUA wATERWELLoo QjrdW% W3srMlo 4jilmjotso 'FARLES DMINEERING a INSPECTION. INC. PETEFARUS 705.300,IVA 926 CITY OF RROK PHASE 11 WATER WELLS &MMIC ffatMIS 5I.M.M.09 7 MYEASENGINEERM .. ......... . BILL MYEAS I= CRY OF AMARILLO POTTER COUNTY WELL FIELD 17=10= 11MIl 35� ;q3DANIEL 9.STEPHENS A AStATES, INC OBETGRAV WELL -almic twimmlo sloosou" MYERS ENGINEERING "ARYPETTRS 56"911SAIII I= CRY OF ULYSSES WATER WELL Ittinto TrilrAtt SZ17=32 EARLES ENGINEERING 6 INSPECTION. INC� POEFARLES lwwg4m 3179 CITY OF MEADE MEADE WELL go t1m11 3(vXH3 UMAN.W CARLES ENGIREERING & INSPECTION. INC. PET EARLES ?85109- 060 3191 EL PASO WATER UT4AIES ,Ty- EPWU WELL DRILLING P=LtCT 13-It SIMIll 1601721112 i S3.0111=112 EL PASO WATER UTILITIES SCOrTAEiNERr --------- 915-594-sm 35a9 CITY OF OUYMOK`GUYMM WATER UTILITIES ... . . ..... WATER WELL CONSTRUCTION - PHASE US --- ------ 12121=11 sairmig $==(a iMYEASERGIMEEFIWD BILL MYERS 4415-756-5m$ 36M COWRAVORIVERMONICIPALWATEROISMICT RAW WATER SUPPLYWELLS - PKASE2- WARD 1*7012 WVMS? 31�4 647,W bAMIEL9.5TEPHE0SAASSOCtATEs.mc RNERT MRAY 505-t"Go COMPANY TWN WELL 1= Z300i2 TREE_... WSM12 W11.932m BROWNS ....... ..... . . ..... FERNIE SILVA - ---- - eir'" OF DOWER COWtRAC-t2W2_ VAIMI 811V "13 $"o-M-00 �PA RK 4112 SHATTUCK MUNICIPAL AUTHORITY WATER SYSTEM IMPROVEMENTS 2M=12 U31nol) ATI'.M MEYERS "fi%MEERING"- 13 MEY AS 405-7ss-sm 301 CITY 0 DUMAS ...... .. . .. MOORE CO W`FLL FIELD -WELLS &PUMP EOUIP W27AM12 ammaq-�,"S St� 7'14SR--iPARKMILL. , Smn"a COOPER INC L ' ' .......... SCOTT"ONEVRELD - -- ------ -- ....... 06-31SUM , , " , " , " 4414 MIDLAND CO, FRESH WATER SUPPLY [MST at T-BAR RANCH WELL FIELD i &25=12 ImI72a13 512,5111.237.10 � 4*ARKH41. SMITH COOPER. INC ZANE EDWARDS 6064M2= ...... 50=2 1201=12 SzmZ139-W XL PASO WATER UTILITIES SCOrrRgINERT,,-- 4971 CITYOFHEAEFORD .......... istirmia =lra19 &8".34zm 5025 t COY OF FORT STOCKTON Vtmt3 W71=15 S9724p0W SN4 SPUR WHITE RIVER MUNICIPAL 31I73813 S0112IDS $1,M,041.45 CITY OF HOMER WE1.1.46 ........... 00=13 b2M13 . ....... S"PNEERINGLA IN CISOM. INC' PEM EARLES 784."D.INO am CITY OF PAMPA 013 MUNICIPAL WATER WELLS 8113"13 713112014 $1,492OUIX) PARKHILL SMITH A COOPER. INC SCOTTHONEVFSELO 00647%asm mo PARIS�Sp-SSTH' COOPER CLEARWATER RANCH - TEST"NOLE,M'KSE- ..... ....... .. j dtlS"1:I-'! lzoo !PARKHILL SMITH COOPER INC A AN KEMNERLY ov.4m2200 aim » M CITY OF some" CONIT1ACTWI3 PTW I A 2 mma wairdou SM BH.W 'PARNIELL.9Mt1TR,aCOOP INC soon HON LD M37&emry Ism a?YOFAJAUK= 201.1 - WE 04&US Ivallmn snimm $746.21= cm OF AMARILLO - ENGINEER 15TAf F W LISSA MINNES SM37&9493 ST71my" tMITIES CITY OF SPEARMAN WELLS NO. 113 12 1 1111W2013 w3mm 3541,49.00 'Wo ORANDS`EMINEEFIS DWIGHT BRANOT 006.353-729U VMA MIGLANDCO.FFIESHWATER SUPPLY CAST .11 ------- CLEAAWATER WELL FIELD 22M14 irjorA14 W OD $4,16 1. *A P RRHILL.SMITH&COO ER, INC RYARd KERNERLt 606473-2200 7039 CITY OF PERRYTON :6RA11Dt ENGINEERS ............. OWIGHT HAMDI' 005,3*34=1 7507 EL PASO WATER UfAITIES 2014 WELL ORILLINO PROJECT &3W014 1131=5 93YO71mlag "EL PASO WATfAUTIU[tlES SCOVAMEAT OI&SU-sm 75Te CITY OF SUNRAY ITE....... OW ENGINgERUM LP ... CLINT OMEN 046-352-7107 2014 CONTRACT 14 PARKHILL. SMITH A COOPER. INC SCOTT HON"FIELD 000%Mwo m . ... .... .......... COAL (:I" I V3U201S,_ __32,147.3ftfil, GOLDERASSMAIEBINC . .......... JUDY NUEPIPER 72 9204&55 7W ZAC&W PARSON WATER RESOURCES IWECTION WELL IW"14 ...... .. .. ..... ... �qtl ON ASSOCIATES, ING W JOHN SEWERT, JR 7134"4m Tm CITY OF UALHART REPLACEMENT OF WATER WELL NO, IN 161IM14 DRANOTEMGINSERS OWIGHTORANOt BOr-353,7233 Ong i 8405 MMINIALCUOTPACTMINC s WMINOLE7XWELL60 wimis .......... EXCELENEMY I.LC CATWCOOPER W2 USE WATER SVOIEU INSTAUATO# GUVUAN WATER Limm AefLACE VENT OF WATER WELL III IA 4131=15 l9WMTVC*#*ft6& S. 4 OD W M -11 ;CARDINAL 9WINEERING W=SCMEGM SW2U-Xt4 ............ ...... - slamzmw Pretest Information Project Ownera lCJ 'r.S Project T +� General Description ofproject r ; i i Crc �- a �- ` •o °y� a' p w ".gyp w a a,,• w a!/s �' O w2 u� 01 a �.a rl qOte r,'y, y We Budget History Schedule Performance Amount ' of Sid Amount Date Days Bid 3 Notice to Proceed71141ti/ Change Orders Contract Substantial Completion Date at Notice to Proceed Z D/ V Owner Enhancements Contract Final Completion Date at Notice to Proceed" %7-01S ►Ot Unforeseen Conditions Change Order Authorized Substantial Completion Date Design Issues / / 7 Change Order Authorized Final Completion Date Total Actual I Estimated Substantial Completion Date Final Cost Accost /Estimated Final Completion Gale Project Manager Project Sup Safety Officer Quality Control Manager Namevel1441, Ape( t++o+►rl„ o�. e` ; t�Q �t Percentage ofTime Devoted to the Pmject � 5� Proposed for this Project Did Individual Start and Compkte the Project? $ Esl Knot, who started or completed the project in their place. Reason for change. Name TelephoneOwner L0 7POSiolic"70rpniziation lip ' ,.- 5 ' ttjtrl cr Designer Construction Manager MENEEMBEEMMEMEM Number of Issncs Total A»rouM involved 71n/� Nnmber or-65ues; Total Amount involved in 0 Resohred Resolved Issues Pendi Resolved Issues Co t AoU-i-d 4 wf�e t!f' -N ca,.$t ,, �i1 Z +46 LI,St+w.a,,.T I v\ 0 vsva ll � It a,, 4A`e s Subcontractor Selection Plan 1. Subcontractor Selection Plan — Hydro Resources selects contractors by the following procedures: Contact 3 to 5 contractors beginning in the vicinity of the project and work away as needed, contract with Small Business Exchange (consultant) for advertising to MBE, SBE, WBE, etc. — request qualifications and availability to perform the required work. Send out RFQ to qualified contractors. Receive quotations and scheduling information. Select contractor on a price/availability basis. r 2. Qualification Evaluation 1. Qualifications of contractors will be based on references, history/length of service in the area, and past project performance. We do not prequalify contractors by size or financial status — location, price, availability and reliability are the key items for selecting contractors. r 3. GFEP Hydro Resources has contracted with Small Business Exchange, an outreach service, to advertise for subcontractors meeting the small business requirements. Hydro Resources Page Intentionally Left Blank CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To 3e Completed by Offeror Must be submitted with Pro sal 1, the undersigned Offeror, certify that the insurance requirements contained in this proposal document have been reviewed by me and my Insurance Agen0roker. If I am awarded this contract by the City of Lubbock, 1 will be able to, within ten (10) business days after being notified of such award by the City of Lubbock, furnish a valid insurance cerii icate to the City meeting all of the requirements defined in this proposal, Contra r (Orig I Signature) Contractor (Print) CONTRACTOR'S BUSINESS NAME: 4V YD &V v'L2S (Pri t orType) CONTRACTOR'S t►DR DOTE TO CONTRACTOR If the time requirement specified above Is not met, the City has the right to reject this proposal and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Director of Purchasing & Contract Iblannement for the City of Lubbock at (806) 775-2572. PROPOSAL RFP 16-12973-N A - Brackish Groundwater rest Well Page Intentionally Left Blank The City or Lubbock City Council desires to avail itself of the benefits of Section 2510435 of the Local Government Code, and consider the safety records or potential contractors prior to awarding proposals on City contracts. Pursuant to Section 252.0435 of the Local Government Code, City of Lubbock has adopted the following written definition and criteria for accurately determining the safety record of a proposer prior to awarding proposals on City contracts. The definitlon and criteria for determining the safety record of a proposer Far this consideration shall be: The City of Lubbock shall consider the safety record or the orferurs in determining the responsibility thcreoL The City may consider any Incidence involving worker safety or safety or the citizens of the City or Lubbock, be it related or caused by environmental, mechanical, operational, supervision or any other cause or rector. Specirically, the City may consider, among other things: a. Complaints to, or final orders entered by, the Occupational Safety and Health Review Commission (OSHRC), against the proposer for violations of OSHA regulations within the past three (3) years. b. Citations (as defined below) From an Environmental Protection Agency (as defined below) for violations within the past five (5) years. Environmental Protection Agencies include, but are not necessarily limited to, the U.S. Army Corps of Engineers (USACOE), the U.S. Fish and Wildlife Service (USFWS), the Environmental Protection Agency (EPA), the Texas Commission on Environmental Quality (TCEQ), the Texas Natural Resource Conservation Commission (TNPCC) (predecessor to the TCEQ), the Texxas Department or state Health Services (DSHS), the Texas Parks and Wildlife Department (TPWD), the Structural Pest Control Hoard (SPCR), agencies or local governments responsible for enforcing environmental protection or worker safety related laws or regulations, and similar regulatory agencies of other states or the United States. Citations include notices of violation, notices of enforcement, saVensiontrevocations of state or federal licenses or registrations, fines assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. C. Convictions of a criminal offense within the past ten (10) years, which resulted in bodily harm or death. d. Any other safety related matter deemed by the City Council to be material in determining the responsibility of the offeror and his or her ability to perform the services or goods required by the proposal documents in a safe environment, bath for the workers and other employees of offeror and the citizens of the City of Lubbock. In order to obtain proper information from offerors so that City of Lubbock may consider the safety records of potential contractors prior to awarding proposals on City contracts, City of Lubbock requires that offerors answer the rollowing three (3) questions and submit them with their proposals: OUEs9'It}N ONl:; Has the offeror, or the firm, corporation, partnership, or institution represented by the offeror, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of OSHA within the past three (3) years7 YES,_NO if the ofremr has irnd'icated YES for question number one above, the offeror roust provide to City of Lubbock, with its proposal submission, the rollowing information with respect to each such citation: Date of offense, location of establishment inspected, category of offense, final disp ' tt of of ense, if any, and penalty assessed. A--- Ofi"eror's Initials Has the offeror, or the firm, corpomfiGn, partnership, or institution represented by the offeror, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of environmental protection laws or regulations, or any kind or type, within the past give years? Citations include notice of violation, notice or enforcement, suspensionfrevocatiom of slate or Federal licenses, or registrations, fines asses5ed, pending criminal complaints, indictmeni, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. YES— -No If the offerar has indicated YES far question number two above, the offeror must provide to city or Lubbock, %vith its proposal s"ission, the following information with respect to each such conviction: Date ofafrease or occurrence, location where offense occurred, type or offense, final disposition of offense, it may, and penally assessed. 999UMMMURM Has the offerar. or the fiffn, corporation, partnership, or institution represented by offeror, or anyone acting for such fiM corporation, partnership, or institution, ever been convicted, within the past tan (10) years, or a criminal offmw which resulted IR Serious bodily injury or death? % I YES— No--N,— In WIN KUYU JWMIR IUM W 4-12-gum Date of offense, location where offense occurred, type of offense, finni disposition of offense, in any, and penalty Wised. 0 M -E--iT- a MON FOUR Provide your company's Experience Modification Rate and supporting information: MA-M WINA101-flum trag THE STATE OF TEXAS I cartify that I have made no willful misrepresentations in this Questionnaire nor have I Withheld information in my staiernents and answers to questions. I am aware that the information given by me in this questionnaire wilt be investigated, with my full Permission, and, that any misrepresentations or omissions may cause my proposal to be rejected. Signature V Title June 3, 2016 Hydro Resources, Inc. 2245 Texas Dr., Suite 250 Sugar Land, TX 77479-1468 Re: EMR This letter is to advise that the Experience Modification Rating for Hydra Resources, Inc. for "Rating Effective Date" 06/01/2016 through 5/3012017 is 1.19 for all states except ` Texas which is .99 and California which is .64. Sincerely, bk Jennifer Deatherage 1 Commercial Account Manager H ro resources Hydro Resources views the safety and welfare of employees, community visitors and the environment as integral to the long term success of the company. Hydro Resources will comply with federal, state and local safety regulations and will develop documented plans, regulations, procedures and programs to ensure the continuing safety and protection of our employees, community visitors and the environment. Management personnel shall be responsible for the incorporation of safety principles and procedures in their daily operating function, and they shall coordinate their activities with the Corporate Compliance Manager. Every employee is responsible for carrying out the safety program to insure the prevention of accidents and Injuries. Hydro Resources is a responsible corporate citizen committed to the health and safety of people and the protection of the environment while supplying products and services in a safe and sustainable manner. We firmly believe this commitment adds value to our customers, employees and stakeholders. �14tALIL' Alton Cherry President Hydro Resources Holdings, Inc. I HY ro ttrctf Hydro Resources recognizes that its safety performance needs improvement by any measurement. At Hydro, those of us in senior leadership roles find these numbers unacceptable, which time and money is being invested to correct. We also believe that all accidents are preventable; we are now driving that belief down through the ranks of our company. Below are some of the policies and programs we have initiated to support that belief and ultimately correct our safety performance. A'short bit' of history will help understand Hydra's approach. Hydro Resources today is a'roll-up' of several small Independent companies. Much of the workforce at Hydro originates from these small companies. In 2010 when Hydro came together they retained the existing safety and DOT history as well as any other prior measurements. It would have been easy to wipe the slate clean; however, Hydro believes that keeping the history'transparent' and building from there is the right direction for all stake holders. Hydra's workforce as mentioned above, has a 'small' company paradigm, work hard, get the Join done, work with what you have, Although no one wanted to get hurt, safety performance wasn't a priority compared to other aspects of the daily job. Hydro believes the experience and much of the attitudes held by these employees have great value. Training and reinforcing a positive safety attitude among this workforce will change their safety perception. So what did Hydro do? Soon after the company 'roll -up' a corporate level safety office was launched with a manager reporting to VP -Operations. This department now has six full time safety people. Good communication is the key to any success. A monthly newsletter was created a few months after the introduction of the safety department, and Is distributed to all employees. Safety performance by region as well as SMS (DOT) performance is published as an informative tool to gain employee involvement. A copy of a recent newsletter is attached. Hydra's New Hire training program was Initiated and includes formal training In a classroom setting covering multiple subjects using OSHA, ANSI, NFPA, and DOT/FMCSA guidelines, rules, and regulations. GHS, LOTO, confined space, and HazCom are some of the topics employees receive instruction. Additionally, employees are familiarized with Hydra's Stop Work Authority policy within the training orientation. Hydro believes that rules themselves do not change attitudes. A Behavioral Based Safety program was developed a little over a year ago. This program -involves employees at all levels and begins with -qAPTER1 SAFETY, HEALTH A ACCIDENT PREVENTION A INJURY& ILUVW wrmw ma- ...... 2 Introduction to Our Progeom Safety First Priority 2 indwoolcooperatlaftNecessary , Safety Proffam Goals 3 1.0 Safety Poky Statement, 3 12 Corp. Safety & Conyftnce Manager 3 1.3 Duties 1.4 Safety Auks FarAllEmplayees I.S Employee compliom-e S ;L6 PartidpotJonAgr—ent ........ 5 J.? Safety C0aftWAwaf&&An Accident Free Workplace ... ........ .... 6 1.8 Safietyrawfiq 2-9 Continuing Safety TfOWng MECtIOP 7 2110 Employee Responsibliftylkw Training 8 1-11 Communication a 1.12 incident Prmnflon policy posting 9 1.13 Pfogressive Employee Discipiksory Program - ------ - ......... — 9 114 Hazard Identykation A Abatement I - I I in I -IS Anonymous Safety Hazard RepmIng 10 Employee Safm Sugae4 elan Form, ....... 1.26 So"Aaft 12 1.17 workplace Inwellons 12 1.16 Accldme Inves0godon 13 2.19 Record Retentfan 13 1.20 OSKA Recards 14 AFTER 2 EMPLOYEE COMPLIANCE HANDBOOK_— ........ 15 Handbook Purpose— .. 16 Fofward,........ ...... ..... 1. 117 Employer leformodon - Chft Releremo Guide- 'is Ca1CfqCnCyC0ntQaI4Mj0f=1W 19 Training fiecord. 20 POLICYCOMMUNICATION-., , ............ . . ............. Employee RCjWJIbft company ffesponsmility� ....... 23 2,I0 General Safety Rules _ . 24 2.1.1 General Safety Statement 25 Eyes Harditats 2S safew Safety F-tV---: Housakeepling .. ....... CoMpreSWAIr ......... 26 lifting_ ...,...... . ............... 25 Mpchlnes 25 H-seplay, - Fires 26 24.2 Handtaois-, 2.1.3 Howeirimping. 2.114 Maintenance 27 2.9,5 ErnMenc1ex., 2.1.6 San oking Sofy. . ..... .... 24.7 Fire EMS 28 2.18 SpedwA&ff 28 2.1.9 Reporting 2.1.18 Energy Control Program 28 ., J. LackoutAagout 29 7, Energy holadon Zo 3, Af*Vjkatkn to Emplo . ...... 29 Z,2,jj wddln� Cutting, & Braft. , ,,, 29 2.1.12 Forloble Cylinders, 2.1.13 Cyfinder$tomr 3u Z1.24 Compressors & Compressed Air ...... .31 comprelsed6oxx Cyj1ACkrs,,.,..31 2.1jS Ho1sUAAuxWoqEqulPmePt1, " ,31 2.1.16 Poweredladostrial Truck, 2.X.17 Indus trial TrutAs 32 2.1,18 ConjinedSpaces', 32 Z1.19 Emotircamentol Controls 32 2,3.20 Harardow Chemical 6posurej..., 32 2.1.21 Hazardous Substance Communication 33 2,1.22 E1ftVkal 33 2-3.23 F-ft 2.i.v TroF4PWllngEmptoym&MWel)ak,.,,.. 33 21,25 Crone InSPECOOn 34 Z1.26 SafetYPOsters, 34 Z1,27 Licenses & Permhs 34 2.1.28 Personal Prole cove Equipment_ M A.PT*WtWG"gW6orPrvtathh7 35 B. Protective ClothinglFbalwar..., 35 C. safety Equipment ........ 35 O. Hardhou 3S 2.1.29 Emergency EyeanositjShowct Z1.30 WorkAm 36 2.1,31 Dtfift 56 2.1.32 Cleanliness 36 ZJ.33 Ted Maintenonee 36 Z1.34 Ladders,. 37 2.1.35 Fir;IAIdKhs.. '137 LackoutlTagma 37 J. Electrical 37 2.3.0 Pon protection 2.3.1 Covers... 2.3.2 61-11*011SYSt-M, 243 PernnalFbIlArrestSystems 2.3.4 Positioning D-*t systems ............. 2.315 Ladders Cwedlvr Ladcres. 44 2-16 Stir galls 44 2.3.7 Handfaffs 4S 2.AB Mkiraps 45 2.3-9 311P. Trips, a AA 45 Z4.0 Pincir rulats ........... 47 2.4.1 Pinch Polar Machine 4 rod Guard Preuention, 47 Z41 PkKhPoint swfth Off& LOTO 47 Z4j Pinch Point Precautions 47 2.5,0 NORM 49 ZS.j Results from Industrial AMOY ... 48 Z6.0 Hydrogen SvVW jH;Sj 241 NgHawrds 242 HSGuA&VoeS 49 2.7.0 BhxWbomePothapns '49 2.7.3 Personal Protective Equipment IPPEJ 2.2.2 DisposmacrPPE& CEOMIN61- so Z 7.3 8900D8ONNEPATHOGINS PROTECTIVE PRACTICES CEMIFICATE or AGattrArmt 51 Hy4ro 'RAPTER 3 DRUG A ALCOHOL FREE WORKPLACE purpam.- .... ...... S2 dd ScoPe' 3.0 General Provhfim 53 3.1 P-rAW10~ 53 3.2 Reasonable SuspWan 53 3.3 Random Testing 53 34 Alcolial S4 .......... 3.6 Emplaywe's fieporrhv Itequirements Leq*10-gs 54 3.7 ilievoloruss-'! ......... "I'll, -1 1'111S4 3.8 54 3.9 Customer or OwnetRequirements 55 3.10 Voluntary Rehabilitation, ............. . 55 311 Post Accident Testing 35 CHAPMR 4 CHEMIM SAFETY 56 Introduction .......... . ---- ---- - - . F 37 4,0 Supen4tornesponoblilly,"..' 57 4.1 57 4.2 ChemkcdStwo9e-, 4.3 HatordoushlaterialHandflng .57 4.4 Safety Data Sheets, CHAPTERS HAZ4RD COFAMIMICA noN (HAZCOM) 59 5.0 Cenervilurpose.,.,60 ProgramAvoNabRy 60 "rum, AdrnlnWratk;n 60 5.1 P"W" 61 S.2 Container dln0 61 5.3 az 5.4 Hazardous Chankatinvetasy Urt 63 S.S Hazardous Chemicals & Me kbshe,., 53 5.6 Chemicals Used I" VfttabeW Pipes 60 S.7 Trokft 64 APPENDINA GLOBALLYRARMONIZEDSYSTEM CHAPTER 5 ENVIRONMENTAL SAFETY- ............ 67 IntrodurtFon ......... .. . . ...... 67 6.0 , " 676,1 Hrmjw Effem4fieoi " I -1 .,. 67 A. Heatstroke 67 & Heat E. 57 C. Heat Cramps ...... ............ 67 0, FaInting' .... ... . .. 67 6.3 Drinking wafer,' "" .. .... 66 6.4 AworeaW 69 Harmful Effects of the Cord 68 A. 69 9. General Hypothermia 6.6 Preventing Cam Related aborem 69 CHAPTER 7 CONFINED SPACES 74 latroductfook . , .... *' ...... 710 Del"low, 72 7.1 other Co. M CHAPTER$ A49TOR VERICLEOPERATIONS- y 73 Introduction, 74 9.0 Dr1wrSelection 74 81 Preventive Mak� 8.2 Vehickinspedlon., 74 74 III Vehick0peration ............... 75 84 Driver ResponsWilty , , , , 7S CHAPTER OUCAVAITONS 76 9.0 GeneralRequirernents, - ...76 A. Surface Encumbrances_— -A 76 8. Underground inifolluflons; ........ 76 r-OSHA Standards _ , "n 9-1 gequkemenUjiarProtedh*5y$tems76 51.2 ExcavattongShoring 76 CHAPTER 20 WELL ORWNGSAFnY ?a Introduction--.- ...... 79 10.0 Ufte4f1tringt8 VdhW_,. 79 JVj Opening lines & Equ1pment7j 10.2 Wading or isolating fines 4 Equipment * ' go jai Housekeeptrig 10.4 Leakage & SPIH Contra ".AU I&S Drainage, olkes & WaNsfarAbovegawnd r0nk '" . ...... . ........ .... 81 10.6 pHs ssumi", 82 10.7 Stationary In ternal Combustion Engfne DdivingAirarGasCompressors , 82 10.0 1clentifkation ojWd1s& Equipment 83 10-9 De"kkLadders ,,,, 10.10 C-structlana Molate"We"..- 83 joil Craws Siocks 84 10.12 Auxiliary Means of Escape . ...... .......... 84 JQIj Entrance & Exit 94 10.24 Acresst*AExit from Derrick a Most floors ........ 84 10is Safety Befts 8, Lanyords. .... 1' 184 10.16 Portable Telescoping Derrick orMast --'- - 8S 10.17 Hydrouk lifts for Derricks: & Mosbt, 1 86 J0.10 Telescoping am Pok Most Locking Device . ....... .. - � , , 10,19 Tomas, Equipment, &Moferk1s- 86 10,20 Bach -Up Pasts, KEflyPuU-BackP=ft& Safety th-sfor Pine Taw- '- ---86 J0.21 Heavy ToolHandling ........... 87 Jom Rosary a Cirruffiting"ose& Stongplpe - ey J0123 Guardlag , _ , _ . ........ Be 14.24 Emergency Stop Device ........... 88 10.23 Brakes B Brake Corptrol MechaMsm 88 10.26 Power Tongs C*n1ralAWhanfsm 89 10.27 Pumps a Pressure RefiefDevices 89 20.28 Guanfingsh"Wes , ... . 90 10.2.9 TrovefingBlocks g Haab., 9J 10.30 Wire Rope unes- 10.31 Cffthwds... ............. 93 10.32 Lines used an Catkods--, 7, ' - .94 20.33 Chains Used Jar spinning urres 10-34 Minegoarous Tools A Equipment JOIS Storage a iforicillng of pipe -96 J0.36 Genetatso" Provision; & Arecoutions 95 10.37 Power Controijor Pylmv Mooers 96 J0138 Internal CMbusslon Englaft, Exhaust:; Ignitions Systems, & Electrical Accessories or =39 startmiar internal Combustion ingloes'' 97 10.40 Line Spoolers & Dead Line Stobfikets 9a 10.41 WEIghtladicators-1 J0.42 ftwout FrewntIonEqa0nuW..: 98 CHAPTER 11 SAFETY TRAINING PROGRAM 99 latrodualon. 1210 Emergency Action Plamlog jai Jill FireExtingulshers 102 selection & pwement 102 Type o/FIM Ske, a sp"i It" Installation 103 ProhMedF;re Extlngumi;i 103 The aforementioned entities were acquired by the Hydro organization with the distinct purpose of forming a large scale, professionally managed groundwater services firm with the capabilities to offer a full -line of groundwater related services throughout the central and western United states. Our size and financial strength and stability allow us to plan, organize, manage and complete large scale projects within specified time requirements and within specified budgets. Debarment History None Litigation History No project related litigation fl n Afton Cherry President Hy MarkScharenbroich MackMcWatters RebeCcaWFrington ro Business Dawelepnhent "- VP of Operations — ^- VP of Finance John Taylor Randy Merritt Ovid Tormaehlen Rick Grinds Regional Manager -R Regional Manager Regional Manager -- CompNance Manager Rockies Mid -Continent West Corporate Randy Taylor Mike Thetandar Michael W healer I Chris Knox Tony W adel Kavkh Rigsby Katie best Manager — Manager -- Manager — Manager — Manager «- Chief Geologist -- Controller Suctray, TX Dalhart, TX Hereford, TX Austin, TK Garden City, KS Tulsa, OK Houston, TX I Jared Goolsby Supervisor Jose Luray Wayne Admke Alejandro Gutlerres Kenneth Bumpas Cristobal Solana Diego Solano Ormer — DAW -- Driller I Ddlier — Test Hole Driller — Test Hole driller Certificate of Fact The undersigned, as Secretary of State of Texas, does hereby certify that the document, Application for Certificate of Authority for Hydro Resources - Mid Continent, Inc. (file number 800300404), a DELAWARE, USA, Foreign For -Profit Corporation, was filed in this office on February 04, 2004, It is further certified that the entity status in Texas is in existence. In testimony whereof; I have hereunto signed my name officially and caused to be impressed hereon the Seal of State at my office in Austin, Texas on November 17, 2011. <4 '04� Hope Andrade Secretary of State Come visit us an Me lntemet at hutp.,1ww-w.sacstate,=w Phone (512) 463-5555 Fim (512) 463-5709 Dial: 7-1-1 for Relay Scrvk= Pnparcd b3; SOS -WEB TID: 10264 Document 397521120003 �a Insurance Group July 19, 2011 To Whom It May concern: Hydro Resources, Inc. Is an account in very good standing, and currently bonded by Arch Insurance Company. Arch Insurance Company Is rated by A.M. Best as "A" (Excellent) and ")M" financial size. Arch Insurance Company Is admitted to conduct Surety business all 50 states. Hydro Resources, Inc. has successfully completed single projects in excess of $6,000,000 in the past and Arch Insurance Company is prepared to consider ag- gregate backlogs in excess of 15,000,000. As is customary, final approval of any bond Is predicated upon the most current financial yob information available to the underwriter at the time. Specific requests for surety bonds will be given our due consideration based on our underwriting evaluation at the time of the request. This evaluation includes receipt and review of acceptable contract terms and conditions, acceptable bond forms, adequate financing as well as other underwriting conditions, which may exist at the time of the request. Any request for bonds is a matter between Hydro Resources, Inc. and ourselves and we assume no liability to any party If for any reason we do not execute said bonds. Signed this 19th day of July, 2011. Rita G. Gulizo Attorney -In -Fact Randy Taylor Resume Name: Randy Taylor Address: P.O. Box 784 Sunray, Tx 79086 Date of Birth: September 12, 1964 Date of Employment: June 1984 Randy Taylor has drilled and supervised drilling for 32 years. He holds license in Texas, New Mexico, Oklahoma, and Kansas. Randy has knowledge in drilling test holes, domestic wells, agricultural wells, and municipal wells. Randy continues his education in water drilling by attending yearly schools and conventions. This allows him to keep current in the industry on new procedures and rules. 7531 FM 119 POD= 784 1 Sunray, Texas79086 1 J 806.948.4421 1 806.948.4326 Name: Bruce Reichmuth Address.,1504 Sundance Circle Garden City KS, 67846 Date of birth: 05-12-1950 Date of employment: 02-17-1976 Position: Technical Sales & Service Phone: 620-275-1434 (home) 620-260-88D3 (cell) Responsibility: Manage, supervise and oversee the sales and marketing of drilling and pump service. Over 150 wells and 600 test holes drilled, 600 pumps installed and repaired per year. Education: Agricultural Engineering Degree — University of Nebraska, Lincoln (1972) Well design and maintenance training —Johnson screen. Goulds and American Turbine pump schools. Randolph Geardrive School. Ground Water Institute seminars and State Water well drilling seminars. Experience: 3 years well design and screen sales —Johnson Screens 40 years well and pump design, sales and marketing 20 years management Continuing Education: Attends yearly State and National Water Well Drilling Convention seminars. Project Experience: Canadian River Municipal Authority El Paso Water Utilities San Antonio Water Systems Midland Co Fresh Water Supply District til References: Scott Honey Field — Parkhill, Smith & Cooper (806-376-8600) Bob Vincent - Ground Water Associates (316-262-3322) Scott Reinert — El Paso Water Utilities (915-594-5579) Courtney Hemenway — Hemenway Groundwater Engineering (303-805-1750) 3795 West Jones Ave Garden City, Kansas 67H46 620.2772389 6?0 277 0224 Jared Goolsby Resume Name: Jared Goolsby Address: P.O. Box 784 Sunray, Tx 79086 Date of Birth: May 7, 1969 Date of Employment: June 1994 Jared has drilled and supervised drilling for over 20 years. Jared continues his education in water drilling by attending yearly schools and conventions. This allows him to keep current in the industry on new procedures and rules. 7531 FM 119 PO Box 784 l Sunray, Texas 79086 l 1 806.948.4421 1 806,948.4326 i Hydro Name: Moue) Camarena Address: 2321 C Street Garden City KS, 67846 Date of birth: 10-10-65 Date of employment: 07-14-1992 Position: Drilling Supervisor Phone: 620-276-7871 (home) 620-260-8784 (cell) Responsibility: Supervise reverse rotary drill rigs and crews. Communicates with customers on job details. Drills approximately 250 wells per year in Kansas, Colorado, Oklahoma, Texas, Nebraska, and New Mexico. Education: State Well Drilling Seminars and Intensive in-house drilling training. Experience: 5 years intensive in-house training while working as a drilling helper. 7 years head driller (+150 wells per year)12 years as drilling supervisor, Continuing Education; Attends year State Water Well Drilling Convention seminars. Project Experience: Canadian River Municipal Authority El Paso Water Utilities San Antonio Water Systems Midland Co Fresh Water Supply District #1 References: Bob Vincent - Ground Water Associates (316-262-3322) Scott Money Field — Parkhill, Smith & Cooper (806-376-8600) Scott Reinert — El Paso Water Utilities 1915-594-5579) Courtney Flemenway — Nemenway Groundwater Engineering (303-805-1750) 3795 Wcst Inns Ave. Gardcn City, Kansas 67446 620 277 23R9 620 277.0224 Method of Approach and Available Resources to Complete the Work 1. Tools for the Job — See Attached Equipment List 2. Best Value Engineering — At Hydro Resources we have a vast knowledge of the water industry and strive to provide the client with a best value in the products we provide. We offer a wide range if in house knowledge from geophysical imaging, drilling of nearly all scopes, testing, pump installation and custom controls work for all applications. We also have a wide range of consulting resources we can utilize if the situation warrants additional resources to complete the project. 3. Quality Assurance — Hydro Resources strives to complete the project to the client and the engineers specification. We use the most current methods and products to achieve a quality product for the client, backed by a large company base and support staff to complete projects on schedule and budget. We utilize a multi -tiered management system beginning with the day/shift supervisor, tool pusher, Project manager, and regional managers. All work is reported daily to management for review and scheduling of materials and subcontractors. Daily site meetings and weekly management meetings facilitate smooth operations In the field. All materials are inspected at the time of delivery to guarantee the quality and specification of the materials. All fluids or materials are NSF or AWWA certified to meet the highest of water quality standards. Full time mud engineers are on site to assure hole properties are maintained to minimize damage to the water baring formations. All sub -contractors are subject to inspection from the management team and are required to perform to the expectations of the client and our supervisors. In the event of non -conforming work the subcontractor will be responsible to mitigate the problem or even replace the defective Items. Project examples— Prairie Waters —Surface casing was damaged upon delivery, casing was rejected and supplier was forced to rush replace the materials at no cost to the client or to Hydro. On several of the listed projects a larger than specified hole was drilled to facilitate accurate casing and gravel pack placement to improve the function of the well. Gillette — corrected pump drive issues when nuisance faults appeared, Prairie Waters — Pitless units were scratched in transit, manufactures original paint was ordered and the units were repaired prior to Installation. 4. Back up planning — If conditions warrant Hydro Resources has 5 rigs and staff capable of completing this size of wells and are committed to the success of the project. If necessary we would be able to mobilize additional resources and equipment to maintain on schedule. 5. Contributions special knowledge — Hydro Resources has an extensive knowledge base and equipment range to complete nearly any project scope. From monitoring wells to large diameter (24"), and to deep (3000* ft.) wells Hydro Resources has the equipment and manpower to complete and manage a wide range of drilling projects. Our large diameter reverse circulation drilling rigs (Challenger 320s) are capable of drilling a 30" diameter borehole to depths of 20W+ and smaller boreholes to a much greater depth. 6. Emergency Work — Hydro Resources makes every effort to provide our clients with timely service and repair time. We can typically dispatch controls technicians within a one to two day time frame, pump equipment within two to five days, and drilling rigs in a one to two week timeframe. On projects in the past we have been able to mobilize a Challenger 320 with an additional nine loads of support equipment and start drilling on an emergency project within one week. If Hydro Resources Rocky Mountain can not make the call in a timely manner with our equipment, we are able to call on one of our other offices in Nevada, Texas, and Kansas to assist in the emergency response. Plumbness and alignment 1 well In the past five years failed alignment testing — We immediately moved over and re -drilled the well at no cost to the client. Typical deviation ranges for our contracts are 11/2 to 3 Degree tolerances. We utilize MD Totco survey tools in required survey Intervals for alignment testing while drilling. Artesian Flow Control Hydro Resources regularly deals with artesian conditions in deep wells, we control the flows by closely managing mud properties as directed by one of our staff mud engineers. We have successfully completed wells with over 160 psi and flows of over 5000 gpm. We are able to utilize blow out preventers If conditions warrant. Major Equipment —See attached equipment list for all equipment All mud (reverse/direct) are overseen by a qualified mud engineerto control fluid properties and manage artesian conditions Rig 12 or equivalent— Pioneer Drilling (Subcontractor) - Cabot 112' mast rated at 365,000# SHL — See attached Rig Specifications Rig 409 — Custom Falcon 96' Drilling Rig — 300,000# capacity, extendable mast 16' substructure Doghouse with 1500 gallon diesel tank 900 cfm 350 psi compressor 400 KVA generator 600V of 41/4" direct rotary drill pipe with 10, 6" collars 10,000# extended reach forklift 500bbl mud tank-2 shakers with desanders (if needed) Swab/airlift attachments for 41/2" pipe Gardner Denver PZ-8 mud pump 500 gpm, 4000 psi max Rig 150 - Challenger 320 Drilling Rig—150,000# capacity 10' substructure Doghouse with 1500 gallon diesel tank 1100 cfm 350 psi compressor u � l 1 150 KVA generator 3000' of 65/8" reverse circulation drill pipe with 9" collars 3000' of42/2" direct rotary drill pipe with 10, 6" collars 10,000# extended reach forklift 500bbl mud tank-2 shakers with desanders (if needed) Swab/airlift attachments for 65/8" pipe Rig 151- Challenger 320 Drilling Rig—150,000i1 capacity 10' substructure Doghouse with 1800 gallon diesel tank 900 cfm 350 psi compressor 60 KVA generator 3000' of 41/2" direct rotary drill pipe with 10, 6" collars 3000' of 65/8" reverse circulation drill pipe with 9" collars 10,000# extended reach forklift 400bbi mud tank — 2 shakers with desanders (if needed) Swab/airlift attachments for 65/8" pipe Also available: Cat backhoes (2) Case Loader Mud pumps Gardner Denver FX8, Wilson 600 BOP (available if needed) Various tanks (100bbl to 500bbl) 140 bbl water tanker Pump Equipment 50 ton Smeal with power tongs 35 ton Smeal with power tongs 20 ton SEMCO with power tongs 15 ton Siemens Crane Pumps — Line Shaft Turbine pumps (up to 5000 gpm) and submersible pumps up to 400 Hp (est. 2000 gpm) I — Failing JED Reverse Circulation Drilling rig Mast height — 60Y Hook load — 100,000 lbs 975 cfm — 350 psi compressor All required bits, collars, drill pipe & support equipment I — Challenger 320 Mast height — 60' of load — 150,000 lk 325 cfm — 350 psi compressor All required bits, collars, drill pipe &support equipment I — Walkeneer Mast height — 60' Hook load — 150,000 lb 450 cfm — 250 psi compressor All required bits, collars, drill pipe & support equipment I Failing Jed A Reverse Circulation Drilling Rig Mast height — 60' Hook load — 90,000 lbs 450 cfm — 250 psi compressor All required bits, collars, drill pipe & support equipment 2 — 8,000 gallon water tanker and tractor 2 - 975 cfm x 350 psi air compressor for airlift swabbing 3 —Sets of 16" swabbing tools 2 — Special Balling Units with 14" x 40Y bailer I — Wichtex Pulling Unit — 60 ton 3 — Wichtex Pulling Units — 30 ton 5 — R12 Smeal Pulling Units — 44,000 lb 2 — Boom Trucks 1 — 475 hp Detroit Diesel Test Pump Power Unit 4 — 225 hp CAT Test Pump Power Units 3 — 225 hp Cummins Test pump Power Units 6 — Line shaft turbine test pumps — Various sizes 3 — 1,500 gpm from 500'— See attached pump curves jf 3795 West Jancs Ave. Gankn City. Kansas 67846 620 277 7399 620177.0224 r YIA rreso 'vuN"r M1 w/. ' dr $ k i k i SAM G +nnwii �4° I a�"'-Kdwi�xz�-' 'Rotary�••svebsrte ' ad' 'j r O�awn"oil Havant .-R�#�YF'ftflc/:Rt'asYd�-.# itl y u�98tiEkQl 409W HortlWar Falcon -300K 1WR ChaknEE3201SOX e • I5IR CWlenzer 320 ISOK • IOW Chatkt er32015O1S a ■ IOZM Waikeneer 1SOK + • • 408W SpeedstarBOX 410W SpeadstarliOg • • . ■ 403W Howard7umof • • 402W Midway 06W TH 60 • 404W TH 100 • • IIOM Fal4 •led IOOX IOOM Falling led ASOX • • • 15$A failing Jed A 60K • 37M IfallIns ISOOTest Rl • 38M Failing 1SOOTestHIS • ■ 39M F8111 15m Te6t Ri L• • 303M Falling IS00Test M • • 398 Gamner Denver ISM • • 104M IOSNI i3ardnerOemerIWO Isardneroenverlom • IMM Gardner Dower 14M o • 401W DiaSlo-CatdeTool 07W EZ Bare 9D-42•SueketyTrk N. " {Y 'A q3. Pu Rig A ty( `� ct4ep3tt esltiie .=F Set! Bnw3uR6meeslEitt Sat�Pttl1 �Qp tJrte ShaTurmnepump it .Sat/PuN ' �� ShatR;;9nedump let W V- s.. 4 k •`,.-fkr'".�4g 'Vldea/J9ehrb'i _ f" p.. 5'' P na Vdffrk _ >' 39H Smea! SOT • SOR Semca 30T Smeal IOT 7OR SmealST • • 9OR Smeal35T • 135R Video Van 301W internal £xtrallult 30ZW Semm 25T 303W Dantestk Pumts Rig 4T • 304W SerrKa 20T 305W Semco 15T 306W CC450O ET 307W VoKv 2OT • 24M Smeat IO'T 23M Wlchtex 30T • • 47M SfuatT30012t 90M Wilson 40T S 1 # } ?p"OA4"jIIsmn&, iUS doom_ EMM" N�Puu 1AO. l" { ���p����•,�� a..fl➢CIl•IIlC 5 1 11T t _,'--' few }} Yffii 4R�1 +<ii . 9.v.. Shalt w�yr py `(• �,m, y Shd i➢fk't Und JiKfF{T Pimp setJruRl� _ = # YYWf{3} �;y k1 z '. 4;9t g f1 jF�'' r#. t weKii, . 4ORCraft-Ant SM • . • 8OR INational Crane • • • 501W Grove Cram 25T 506W National Crane • • 50ZW BoomtruckST • 503W Soomtruck 5iman RO 20T • • SO4W Soamtruck National 500C • • 505W 70M 23M oomtruck- Manitex ZZ84 Boomtfuck W900L Boamtruck CTSWW • • . . ■ • 43M Boamtruck LSMM S7M Boommock UA9000 • • • Page Intentionally Left Blank SUSPENSION AND DEBARMENT CERTIFICATION Federal Law (A-102 Common Rule and OMB Circular A -I 10) prohibits non -Federal entities from contracting with or making sub -awards under covered transactions to parties that are suspended or debarred or whose principals are suspended or debarred. Covered transactions include procurement contracts for goods or services equal to or in excess of $25,000 and all non -procurement transactions (e.g., sub -awards to sub -recipients). Contractors receiving individual awards of $25,000 or more and all sub -recipients must certify that their organization and its principals are not suspended or debarred by a Federal agency. Before an award of S25,000 or more can be made to your farm, you must certify that your organization and its principals are not suspended or debarred by a Federal agency. t, the undersigned agent for the farm named below, certify that neither this firm nor its principals are suspended or debarred by a Federal agency. COMPANY NAME: 4-��r7 o u rt•V-S `t -Y -t-vt .ANC_ FEDERAL TAX ID or SOCIAL SIECU TY No. �� � � 3 ,b Signature of Company Official: _ Printed name of company official signing above: Date Sianed:_. 1A o v sf ' ®_t__ �.� Page Intentionally Left Blank M v L I I PROPOSED LIST OF SUB -CONTRACTORS Minority Qwntd Company N2me Location 'Services Provided Yes No D. 3. cl 0 4. 0 rl ❑ b. 0 0 7. a 0 9. 13 0 9. 0 0 12. M (3 13. 0 0 W. 0 0 15. Q 0 16. a 0 THIS FORM SHALL BE COMPLETED AND RETURNED ALONG WITH YOUR PROPOSAL IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO SUBMITTED BY; 'S (P T�N 0 WAO &N) N A Y) PROPOSAL RFP 16-12973-MA - Brackish Groundwater Test Well Page Intentionally Left Blank F I ill I POST -CLOSING DOCUMENT REQUIREMENTS The below -listed document must be received in the Purchasing and Contract Management Office Not Later Than SEVEN BUSINESS DAYS after the close date when proposals are due. FINAL LIST OF SUB -CONTRACTORS Paae Intentionally Left Blank FINAL LIST OF SUB -CONTRACTORS Minority Owned Company Name Location vices S ices Provided Yes No I-)Czh ;51,4b 2. 67jk_,,3❑ 3. 4. 13 13 5. ❑ 0 6. ❑0 7.❑0 8, 0 0 9. 0 0 10. 0 0 11. 0 0 12. ❑0 13. ❑ 0 14. ❑ 0 15. ❑ 0 16. 11 0 — "MITTED BY: I '(PRINT NAME OF COMPANY) THIS FORM SHALL BE COMPLETED AND RETURNED NOT LATER THAN SEVEN BUSINESS DAYS AFTER THE CLOSE DATE WHEN PROPOSALS ARE DUE IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO PROPOSAL RFP 16-1�973-MA - Brackish Groundwater Test Well Patze Intentionally Left Blank PAYMENT BOND Page Intentionally Left Blank j PERFORMANCE BOND Page Intentionally Left Blank Bond No. 1141998 STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) Hydro Resources - Mid KNOW ALL MEN BY THESE PRESENTS, that Continent, Inc. (hereinafter called the Principai(s), as Principal(s), and Arch Insurance Company, 300 Plaza Three, Jersey City, NJ 07311-1107 - (hereinafter called the Surety(s), as Surety(s), are held and firnily bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of TWO HUNDRED FORTY-SIX T1f OUSANA FIVE HUNDRED TEN DOLLARS AND ZERO CENTS ($246,510) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, fmydy by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 221 day of September, 2016, to RFP 16-12973-MA Brackish Ground Water Test Well. and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby rcferred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 28th day of September , 2016. Arch Insurance Company Hydro Resources - Mid Continent, Inc. Surety * By: (Title) Rita G. Gulizo, Attomey-in-Fact (Title) No Text The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates Arthur J. Gallagher & Co. '" an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. Arthur J. Gallagher & Co. 2727 81st Street Lubbock, TX 79423 Attn: Cara D. Hancock Approved as to Form Arch Insurance Company _ Surety J *By. (Title) Rita G. Gulizo, Attorney -in -Fact City of Lubbock By: Ci A o Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. No Text STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of TWO HUNDRED FORTY-SIX THOUSAND FIVE HUNDRED TEN DOLLARS AND ZERO CENTS ($246,510) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS the Principal has entered into a certain written contract with the Obligee, dated the 22°d day of P g � Y September, 2016, to RFP 16-12973-MA Brackish Ground Water Test Well. and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. r, PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the 1 Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this _ day of 22016. Surety .. * By. (Title) (Company Name) By: (Printed Name) (Signature) (Title) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. Surety R *By (Title)_ Approved as to Form 4" City of Lubbock By: City Attorney * Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of �- attorney for our files. 4 ..i �I i J 2 CERTIFICATE OF INSURANCE Page Intentionally Left Blank CERTIFICATE OF INSURANCE TO: CITY OF LUBBOCK DATE: P.O. BOX 2000, Room 204 LUBBOCK, TX 79457 TYPE OF PROJECT: THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the typed of insurance and in accordance with the provisions of the standard policies used by this company, the further hereinafter described. Exceptions to standard policy noted hereon. TYPE OF INSURANCE POLICY NUMBER EFFECTIVE DATE EFFECTIVE DATE LIMITS GENERAL LIABILITY Commercial General Liability General Aggregate $ Claims Made Products-Comp/Op AGG $ Occurrence Personal & Adv. Injury $ Owner's & Contractors Protective Each Occurrence $ ❑ Fire Damage (Any one Fire) $ Med Exp (Any one Person) $ AUTOMOTIVE LIABILITY Any Auto All Owned Autos Scheduled Autos Hired Autos Non -Owned Autos Combined Single Limit $ Bodily Injury (Per Person) $ Bodily Injury (Per Accident) $ Property Damage $ GARAGE LIABILITY Any Auto Auto Only - Each Accident $ Other than Auto Only: Each Accident $ Aggregate $ BUILDER'S RISK 100% of the Total Contract Price $ INSTALLATION FLOATER $ EXCESS LIABILITY Umbrella Form Each Occurrence $ Aggregate $ Other Than Umbrella Form $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY The Proprietor/ Included Partners/Executive Excluded Officers are: Statutory Limits Each Accident $ Disease Policy Limit $ - Disease -Each Employee $ OTHER ._. The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than the legal time required after the insured has received written notice of such change or cancellation, or in case there is no legal requirement, in less than five days in advance of cancellation. ' FIVE COPIES OF THE CERTIFICATE OF INSURANCE MUST BE SENT TO THE CITY OF LUBBOCK (Name of Insurer) LM Title: The Insurance Certificates Furnished shall name the City of Lubbock as Additional Insured on Auto General Liability and provide a Waiver of Subrogation in favor of the City of Lubbock. IT SHALL BE THE CONTRACTOR'S. THE ADDITIONAL INSURED ENDORSEMENT SHALL INCLUDE PRODUCTS AND COMPLETE OPERATIONS. 1 CONTRACTORCHECKLIST A CONTRACTOR SHALL: (1) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage f_ showing extension of coverage, if the coverage period shown on the contractor's current certificate of a coverage ends during the duration of the project; (4) obtain from each person providing services on a project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and t (B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19-point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS ADDITIONAL INSURED ON AUTO/GENERAL LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS TO INCLUDE PRODUCTS OF COMPLETE OPERATIONS. PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. COPIES OF THE ENDORSEMENTS ARE REQUIRED. I - I REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment and materials, or providing labor or transportation or other service related to the project, regardless of the identity of their t employer or status as an employee." "Call the Texas Workers' Compensation Commission at 512-305-7238 to receive information on the legal requirement for coverage, to verify whether your employer has.provided the required coverage, or to report an employer's failure to provide coverage." and contractually require each person with whom it contracts to provide services on a project, to: (A) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (B) provide a certificate of coverage to the contractor prior to that person beginning work on the project; (C) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (D) obtain from each other person with whom it contracts, and provide to the contractor: (i) a certificate of coverage, prior to the other person beginning work on the project; and (ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (E) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (F) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (G) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. Page Intentionally Left Blank CONTRACT Pate Intentionally Left Blank Contract 12973 4 STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into the 22"d day of September, 2016 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so, hereinafter referred to as OWNER, and Hydro Resources Mid Continent, Inc. of the City of Sunray, County of Moore and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: 1__ RFP 16-12973-MA Brackish Groundwater Test Well and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. Hydro Resources Mid Continent, Inc. 's proposal dated August 30", 2016 is incorporated into and made a part of this agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the proposal submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. CONTRACTOR: CITY OF LUBBO TEXAS (OWNER): Hydro Resou s Mid Continent, Inc. By: - Daniel M. Pope, Ma r By: EST: PRINTEDNAME: TITLE: yy------�� e eRa' Garza, C Secre COMPLETE ADDRESS: Company: Hydro Resources Mid Continent, Inc_ Address: P.O. Box 784 -17531 SM 119 City, State, Zip: Sunray, Texas 79086 ATTEST: Corporate Secr t APPR7 AS TO CONT Aubrey A. Spear, ., Director'o ater Utilities APPROVED AS TO FORM: Vims, D u ity Attorney Page Intentionally Left Blank CONFLICT OF INTEREST QUESTIONNAIRE CHAPTER 176 CONFLICT OF INTEREST QUESTIONNAIRE CHAPTER 176 FOR VENDOR DOING BUSINESS WITH LOCAL GOVERNMENTAL ENTITY This questionnaire reflects changes made to law by H.B. 23, 841h Leg., Regular Session Businesses and individuals doing business with the City need to file conflict of interest questionnaires with the Office of the City Secretary's Office. Local government officers are also required to file when a conflict exists. The questionnaire is to be filed in accordance with Chapter 176, Local Government Code, by a vendor who has a business relationship as defined by Section 176.001 (1-a) with a local governmental entity and the vendor meets the requirements under Section 176.006(a). By law this questionnaire must be filed with the City Secretary's Office of the local governmental entity no later than the 7t' business day after the date the vendor becomes aware of the facts that require the statement to be filled. Chapter 176 of the Local Government Code requires the City Manager and Council Members to file a Conflicts Disclosure Statement regarding their relationships with City vendors (including bidders and potential vendors). The law also requires that any vendor who contracts, or seeks to contract, with the City for the sale or purchase of property, goods or services (including a bidder on a City contract) file a "Conflict of Interest Questionnaire" regarding the vendor's business relationships, if any, with Council Members or the City Manager. Compliance is the responsibility of each individual, business or agent who is subject to the law's filing requirement. Questions about compliance should be directed to your legal counsel. Office of the City Secretary 1625 13th Street, Room 206 Lubbock, TX 79401 Questionnaire is available at http://www.ci.lubbock.tx.us/departmental- web sites/departments/purchasing/vendor-information I CHAPTER 46. DISCLOSURE OF INTERESTED PARTIES Page Intentionally Left Blank r_ GENERAL CONDITIONS OF THE AGREEMENT 1. OWNER Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit Hydra Resources Mid Continent, Inc. who has agreed to perform the work embraced in this contract, or their legal representative. 3. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative Aubrey A. Spear, P.E., Director of Water Utilities so designated who will inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisors or inspectors will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative so designated who will inspect constructions; or to such other representatives, supervisors, architects, engineers, or Resident Project Representatives as may be authorized by said Owner to act in any particular way under this agreement. Engineers, supervisors or Resident Project Representatives will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Offerors, General Instructions to Offerors, Proposal, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the i- - Agreement (if any), Specifications, Plans, Insurance Certificates, and all other documents made available to Offeror for inspection in accordance with the Notice to Offerors. The above described materials are sometimes referred to herein as the "contract" or "contract documents". d. 5. INTERPRETATION OF PHRASES Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative is intended; and similarly, the words "Approved," s "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representative. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated (_, by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. The City reserves the right to approve or disapprove the selection of any subcontractor(s). 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the party who gives the notice. a 8. CONTRACTOR'S RESPONSIBILITIES Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. The pipeline must be backfilled, tested, final grading and seeding performed for substantial completion. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished ten copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. is 13. LINES AND GRADES The Contractor is responsible for construction layout based on the control provided in the construction documents. All lines and grades shall be furnished whenever Owner's Representative (as distinguished from ' Resident Project Representative(s)) deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative (as distinguished from Resident Project Representative(s))has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors, as distinguished from Resident Project Representative, as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance -'' with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. P_ 17. 18 19 20. 21 r The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the a work, shall be sustained and borne by the Contractor at its own cost and expense. CHARACTER OF WORKERS The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the IJ Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. f SANITATION f' Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public iE observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced. OBSERVATION AND TESTING The Contractor is responsible for construction quality control testing, cost, and reporting of the type and extent required by the contract documents. The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation that may be contemplated by Owner or Owner's Representative and } shall give ample notice as to the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, S--. regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any such work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents to make such f inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual expenses incurred in preparation for the work as originally planned. 24. EXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be -, required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's proposal, except as provided under Changes and Alterations in Paragraph 23. It is agreed that the Contractor shall perform all extra work under the observation of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the extra work, plus fifteen (15%) percent to the firm actually performing the work, and additional higher -tier markups limited to 5% to cover additional overhead and insurance costs; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work, as estimated by the Engineer and approved by the Owner.. In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C) (1). If Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the proposal, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that ' such rice shall include all appurtenances necessary to complete the work in accordance with the intent of these P pp �' p contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the proposals are received, and if no such notice is received by the Owner's Representative prior to the opening of proposals, then it shall be deemed that the Contractor fully 4 understands the work to be included and has provided sufficient sums in its proposal to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before offering of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than seven (7) calendar days prior to the opening of proposals. In the absence of a requested clarification for a conflict in the documents prior to proposals + being reviewed, it will be assumed that the Contractor proposes the higher cost alternative on conflicts identified after proposals are reviewed. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT ` If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and Engineer and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) calendar days in advance of cancellation or change. All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self- insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS ADDITIONAL INSURED ON AUTO/GENERAL LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS TO INCLUDE PRODUCTS OF COMPLETE OPERATIONS. PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. COPIES OF THE ENDORSEMENTS ARE REQUIRED. A. Commercial General Liability Insurance (Primary Additional Insured and Waiver of Subrogation required) The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000 Combined Single Limit in the aggregate and per occurrence to include: Products & Completed Operations Endorsements Products & Completed Operations AGG Contractual Liability Personal Injury & Advertising Injury With Heavy Equipment XCU B. Owner's and Contractor's Protective Liability Insurance. — NOT REQUIRED C. Comprehensive Automobile Liability Insurance (Waiver of Subrogation Required) The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $1,000,000 Combined Single Limit per occurrence, to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles. D. Builder's Risk Insurance/Installation Floater Insurance. — NOT REQUIRED E. Umbrella Liability Insurance yThe Contractor shall have Umbrella Liability Insurance in the amount of $2,000,000 on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability t coverage's. F. Worker's Compensation and Employers Liability Insurance (Waiver of Subrogation required) Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $1,000,000. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC- 82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor Code) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner - operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the prof ect. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. The Contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. M The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project;' and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; J (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; f ? (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and ,__. (g) contractually require each person with whom it contracts to perform as required by f paragraphs (a) - (g), with the certificates of coverage to be provided to the person for 1 whom they are providing services. ) 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to 1 administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. F. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. (5) A provision that the policy may be canceled only by mailing written notice to the named insured at the address shown in the proposal specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. (8) If policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30-point bold type and text in at least 19-point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person: working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at 800-372-7713 or 512-804- 4000 (www tdi state.a-us) to receive information of the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage;" and (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the Contractor prior to that person beginning work on the project; (iii) include in all contracts to provide services on the project the following language: `By signing this contract or providing or causing to be provided a certificate of coverage, the person signing this contract is representing to the governmental entity that all employees of the person signing this contract who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reprinting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions."; (iv) provide the Contractor, prior to the end of the coverage period, a new certificate M of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the 9 project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on -- the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (i)-(viii), with the certificate of coverage to be provided to the person for whom they are providing services. 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and Engineer and all of its officers, agents and employees, harmless against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, material men and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner and Engineer, and all of its officers, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers, agents and employees harmless from any loss on account thereof. Notwithstanding anything herein 6' to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the Contractor shall be responsible for'such loss unless it gives written notice of such infringement to the Owner's Representative prior to offering. 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the Owner and Engineer and all of its officers, agents, and employees against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in writing prior to proposing and any necessary changes shall be adjusted as provided in the contract for changes in the work. In the absence of timely written notification to Owner's Representative of such variance or variances within said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, Contractor shall bear all costs arising there from. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. SUBCONTRACTING The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as provided by the contract documents. 34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the Notice to Proceed and contract documents, respectively, of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced as provided in the contract documents. If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $100 (one hundred dollars PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall be in default after the time stipulated for substantially completing the work. 1 iIf the Contractor should neglect, fail, or refuse to Finally complete the work within the time herein specified, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $100 (one hundred dollars) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall fail to meet the time requirements stipulated for substantially completing the _. work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the proposal; provided, ' also, that when the Owner is having other work done, either by contract or by its own force, the Owner's Representative (as distinguished from the Resident Project Representative) may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. TIME OF PERFORMANCE _ The Contractor agrees that it has submitted its proposal in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the extension no later than within twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND DELAYS ` In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the sole judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their proposals offered for the work. In the event the amount of work to be done and materials to be furnished are expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project, provided that the over run or under run of estimated quantities note exceed 15% of the estimated quantity. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner and Engineer, and any of its officers, agents and employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by !, Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS i_ On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents. Payment for materials on hand and delivered to the project site will be limited to 100 percent less the 5 percent standard retainage until actually incorporated into the project. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31) working days after the Contractor has given the Owner's Representative written notice that the work has been substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. [-, 44. FINAL COMPLETION AND PAYMENT The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final completion nor the fmal payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or warranties implied by law or otherwise. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of f .' other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time but not to exceed 30 days after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. The Contractor shall pay all claims, cost, losses, and damages (including but not limited to all fees and charges of the engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution cost) arising out of or relating to such correction or removal. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of certification of final completion by Owner's Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of: } (a) Defective work not remedied and/or work not performed, (b) Claims filed or reasonable evidence indicating possible filing of claims, (c) Damage to another contractor, (d) Notification to owner of failure to make payments to Subcontractors or Suppliers, (e) Failure to submit up-to-date record documents as required, i (f) Failure to submit monthly progress schedule updates or revised scheduled as requested by Owner, (g) Failure to provide Project photographs required by Specifications. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the amount withheld, payment shall be made for amounts withheld because of them. 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-compliance to Contractor shall be required. r 1 4 After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or (b) The Owner, under sealed proposals, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion. of the work under substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. Should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated ! hereinbbove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 50. BONDS The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds shall be submitted on forms supplied by the Owner, and executed by a Surety Company listed on the State Treasury's "Approved" list and authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's E; work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. 55. 56. 57. 58. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. NONAPPROPRIATION All funds for payment by the City under this contract are subject to the availability of an annual appropriation for this purpose by the City. In the event of non -appropriation of funds by the City Council of the City of Lubbock for the goods or services provided under the contract, the City will terminate the contract, without termination charge or other liability, on the last day of the then -current fiscal year or when the appropriation made for the then -current year for the goods or services covered by this contract is spent, whichever event occurs first. If at any time funds are not appropriated for the continuance of this contract, cancellation shall be accepted by the Seller on thirty (30) days prior written notice, but failure to give such notice shall be of no effect and the City shall not be obligated under this contract beyond the date of termination. THE CITY RIGHT TO AUDIT At any time during the term of this Contract and for a period of four (4) years 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 under this Contract. In the event such an audit by the City reveals any errors/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. NON -ARBITRATION 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. DAVIS-BACON WAGE DETERMINATIONS L., Page Intentionally Left Blank EXHIBIT A General Decision Number: TX160007 01/08/2016 TX7 Superseded General Decision Number: TX20150007 State: Texas Construction Types: Heavy and Highway Counties: Armstrong, Carson, Crosby, Ector, Irion, Lubbock, Midland, Potter, Randall, Taylor and Tom Green Counties in Texas. HEAVY & HIGHWAY CONSTRUCTION PROJECTS Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis -Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/08/2016 * SUTX2011-002 08/02/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER (Paving & Structures) ... $ 13.55 ELECTRICIAN ......................$ 20.96 FORM BUILDER/FORM SETTER Paving & Curb ...............$ 12.36 Structures ..................$ 13.52 LABORER Asphalt Raker ...............$ Flagger.........$ 12.28 9.30 Laborer, Common............. $ 10 30 Laborer, Utility ............ $ 11.80 Work Zone Barricade Servicer.................... $ 10.30 POWER EQUIPMENT OPERATOR: Asphalt Distributer ......... Asphalt Paving Machine ...... $ 14.87 $ 13.40 Broom and Sweeper ........... $ 11.21 Crane, Lattice Boom 80 Tons or Less ................$ 16.82 Crawler Tractor Operator .... $ 13.96 Excavator, 50,000 lbs or less ........................$ 13.46 Front End Loader Operator, Over 3 CY...................$ 12.77 Front End Loader, 3CY or less ........................$ 12.28 Loader/Backhoe..............$ 14.18 Mechanic ....................$ 20.14 Milling Machine .............$ 15.54 Motor Grader, Rough ........ $ 16.15 Motor Grader, Fine .......... $ 17.49 Pavement Marking Machine .... $ 16.42 Reclaimer/Pulverizer........ $ 12.85 Roller, Asphalt .............$ 10.95 Roller, Other ...............$ 10.36 Scraper .....................$ 10.61 Spreader Box ................$ 12.60 Servicer ........................ $ 13.98 Steel Worker (Reinforcing) ....... $ 13.50 TRUCK DRIVER Lowboy -Float ................$ 14.46 Single Axle .................$ 12.74 Single or Tandem Axle Dump..$ 11.33 Tandem Axle Tractor with Semi ........................$ 12.49 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers f A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this ' classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers il Classifications listed under the "SU" identifier indicate that .., no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. [" Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party`s position and by any information (wage payment data, project description, area practice material, etc.) that the requester considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION EXHIBIT B Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act. EXHIBIT C Prevailing Wage Rates Legal Holiday Rate The rate for legal holidays shall be as required by the Fair Labor Standards Act. Page Intentionally Left Blank I SPECIFICATIONS Page Intentionally Left Blank F�2 City of Lubbock Brackish Groundwater Supply Evaluation: Issued for Bid Construction Documents Project Manual July 2016 ND-R Frc, ect N 0C,i)4, C',3-231159 Prepared by: HDR Engineering, Inc. Texas P.E. Firm Registration No. F-754 4401 West Gate Blvd., Suite 400 Austin, TX 78745 512-912-5100 www. hdrinc. com eg fj-E OF T, �.......... r ,. THIS PAGE INTENTIONALLY LEFT BLANK Table of Contents DIVISION 01 - GENERAL REQUIREMENTS 01060 SPECIAL CON11)rrIONS 01340 SUBMITTALS 01560 ENVIRONMENTALTROTECTION AND SPECIAL CONTROLS 01710 CLEANING DIVISION 02 - SITE WORK 02444 CHAIN LINK FENCE AND GATES 02580 GRAVEL PACK WELLS 000008-281459 City of Lubbock Brackish Groundwater Supply Evaluation Table of Contents - I July 2016 THIS PAGE INTENTIONALLY LEFT BLANK 000008-281459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation Table of Contents - 2 t t `, i DIVISION 01 GENERAL REQUIREMENTS THIS PAGE INTENTIONALLY LEFT BLANK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 SECTION 01060 SPECIAL CONDITIONS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction conference. b. Drawings and Contract Documents for Contractor use. c. Schedule of values. d. Project meetings. e. Special considerations related to adjacent properties and facilities. B. Related Specification Sections include but are not necessarily limited to: 1. Division 01 -General Requirements. 1.2 PRECONSTRUCTION CONFERENCE A. A preconstruction conference shall be held at construction site after award of Contract. 1. Engineer will notify the Contractor as to the date and time of the conference two (2) weeks in advance of the proposed date. 2. Contractor's Project Manager shall attend. 1.3 DRAWINGS AND CONTRACT DOCUMENTS FOR CONTRACTOR USE A. Refer to General Conditions. B. Contractor shall pick up all "no -charge" documents within 10 days from date of Notice to Proceed. 1.4 SCHEDULE OF VALUES A. Schedule of Values Application for Payment shall be based on Bid Items in the Bid Form document. 1.5 PROJECT MEETINGS A. Construction Meetings: 1. The Engineer may conduct construction meetings as needed at the Site or the Engineers office during each of the major phases of construction. 1.6 SPECIAL CONSIDERATIONS RELATED TO ADJACENT PROPERTIES AND FACILITIES A. Maintain conditions of access road to site such that access is not hindered as the result of construction related deterioration. 1.7 UTILITIES FOR CONSTRUCTION A. Arrange and pay for all temporary electric utility service required for execution of the Contract. B. Owner will provide water service to the Contractor from an on -site fire hydrant. Contractor is to coordinate with the Owner for water service. C. Wastewater service is not available. Furnish portable toilets for the use of Contractor's personnel. 1.8 SITE RESTORATION A. Contractor shall restore the site to preconstruction conditions. 000008-281459 City of Lubbock Brackish Groundwater Supply Evaluation - SPECIAL CONDITIONS 01060 - 1 July 2016 1 1.9 SITE ACCESS 2 A. Light trucks and equipment may access the work site through the South Water Treatment Plant's 3 main entrance. Access is controlled by key entry. 4 B. Heavy equipment and trucks are to enter the work site from County Road 2800 and about one- 5 fourth mile south of FM 1585. Access will require the contractor to install a culvert, cut the 6 existing security fence, and install a double swing gate of the same hight and construction as the 7 existing fence. The culvert is to be constructed to requirements and standards of Lubbock 8 County. Owner will obtain permit and provide design requirements from Lubbock County to 9 Contractor prior to Mobilization. The culvert and gate is to be left in place after the construction. 10 Access may be limited by turning radius from the county road onto the plant's side road. This 11 may require a culvert with a width suitable for a two-lane road and/or installing winged fence 12 sections between the original fence and new double -swing gate. 13 C. The width of the double swing gate is to be determined by the Contractor to meet turning radius 14 requirments for equipment and trucks, but at least 16 FT. The security fence may be realigned 15 with a short angled (winged) section. 16 D. After hour access can be gain by prior arrangements and using a gate security code or the newly 17 constructed security gate. 18 E. There are no restrictions on hours of operation. 19 1.10 PRODUCED WATER 20 A. Water in the target water -bearing zone (Dockum Aquifer) is expected to be brackish to saline, 21 with total dissolved solids concentrations as high as 20,000 milligrams per liter. This water is to 22 be discharged directly into one of the Evaporation Ponds. 23 B. Measure must be taken to collect produced water during well development and performance 24 testing to collect of the water and discharge into the east or west evaporation ponds.as approved 25 by Owner. 26 END OF SECTION 000008-281459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation SPECIAL CONDITIONS 01060 - 2 1 SECTION 01340 2 SUBMITTALS 3 PART 1- GENERAL 4 1.1 INFORMATIONAL SUBMITTALS: 5 1. Daily Drillers Report 6 2. Drillers Log. 7 3. Mud Drillers Report 8 4. Drill Cutting Samples. 9 5. Pumping Test Data. 10 6. State of Texas Well Report. 11 12 1.2 SUBMITTAL SCHEDULE 13 A. Submitted when the project is substantially complete. 14 1.3 TRANSMITTAL OF SUBMITTALS 15 A. Transmit under Contractor's standard letter of transmittal or letter head 16 B. Transmit all submittals to: 17 18 HDR Engineering, Inc. 19 4401 West Gate Blvd, Suite 400 20 Austin, TX 78745 21 Attn: Paula Jo Lemmonds 22 23 END OF SECTION 24 000008-281459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation SUBMITTALS 01340 - 1 THIS PAGE INTENTIONALLY LEFT BLANK 000008-281459 City of Lubbock July 2016 ? Brackish Groundwater Supply Evaluation ? SUBMITTALS l 01340 - 2 1 SECTION 01560 2 ENVIRONMENTAL PROTECTION AND SPECIAL CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY A. Section Includes: 1. Minimizing the pollution of air, water, or land; control of noise, the disposal of solid waste materials, and protection of historical or archaeological interest. B. Related Specification Sections include but are not necessarily limited to: 1. Division 01 - General Requirements. 10 PART 2 - PRODUCTS - (NOT APPLICABLE TO THIS SPECIFICATION SECTION) 11 PART 3 - EXECUTION 12 3.1 INSTALLATION 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 A. Employ and utilize environmental protection methods, obtain all necessary permits, and fully observe all local, state, and federal regulations. B. Land Protection: 1. Except for any work or storage area and access routes specifically assigned for the use of the Contractor, the land areas outside the limits of construction shall be preserved in their present condition. 2. Contractor shall confine his construction activities to areas defined by the Owner. 3. Manage and control all borrow areas, work or storage areas, access routes and embankments to prevent sediment from entering nearby water or land adjacent to the work site. 4. Restore all disturbed areas including borrow and haul. 5. Plan and execute earthwork in a manner to minimize duration of exposure of unprotected soils. 6. The Contractor shall not deface, injure or destroy trees and vegetation, nor remove, cut, or disturb them outside the Work Site without approval of the Engineer. a. Any damage caused by the Contractor's equipment or operations shall be restored as nearly as possible to its original condition at the Contractor's expense. 7. Sludge pits are to be drained and cleaned of debris and filled and compacted with borrow material, drill cuttings or similar soils. C. Surface and Ground Water Protection: 1. Utilize, as necessary, erosion control methods to protect disturbed areas. a. These controls shall be maintained until Work is complete, or until they are no longer warranted and concurrence is received from the Engineer. b. Physically retard the rate and volume of run-on and runoff by: 1) Implementing structural practices such as straw bales, silt fences, and sediment traps. 2) Providing Construction site with graveled or rocked access entrance and exit drives and parking areas to reduce the tracking of sediment onto public or private roads. 2. Discharges from the construction site shall not contain pollutants at concentrations that produce objectionable conditions in the receiving stream or waterway. 3. Collect drilling fluids, drill cuttings and water with high concentrations of sediment. Dispose these wastes at an approved solid waste disposal site or in an alternate manner approved by Engineer and regulatory agencies. 000008-281459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation ENVIRONMENTAL PROTECTION AND SPECIAL CONTROLS 01560 - 1 4. Aquifer protection measures should be in compliance with Texas Department of Licensing and Regulation (TDLR) rules. D. Solid Waste Disposal: 1. Gather and contain solid waste on a daily basis. 2. Provide disposal of degradable solid waste to an approved solid waste disposal site. 3. Provide disposal of nondegradable solid waste to an approved solid waste disposal site or in an alternate manner approved by Engineer and regulatory agencies. 8 E. Fuel and Chemical Handling: 9 1. Store and dispose of chemical wastes in a manner approved by regulatory agencies. 10 2. Take special measures to prevent chemicals, fuels, oils, greases, herbicides, and insecticides 11 from entering drainage ways. 12 3. Do not allow water used in onsite material processing, concrete curing, cleanup, and other 13 waste waters to enter a drainage way(s) or stream. 14 4. The Contractor shall provide containment around fueling and chemical storage areas to 15 ensure that spills in these areas do not reach waters of the state and/or groundwater. 16 F. Control of Dust: 17 1. The control of dust shall mean that no construction activity shall take place without 18 applying all such reasonable measures as may be required to prevent particulate matter from 19 becoming airborne so that it remains visible beyond the limits of construction. 20 2. Utilize methods and practices of construction to eliminate dust in full observance of agency 21 regulations. 22 3. The Engineer will determine the effectiveness of the dust control program and may request 23 the Contractor to provide additional measures, at no additional cost to Owner. 24 G. Burning: 25 1. Do not bum material on the site. 26 2. If the Contractor elects to dispose of waste materials by burning, make arrangements for an 27 off -site burning area and conform to all agency regulations. 28 H. Control of Noise: 29 1. Control noise by fitting equipment with appropriate mufflers. 30 2. Hours of operations my be curtailed by local ordinances or agreements with nearby 31 residents. 32 I. Completion of Work: 33 1. Upon completion of work, leave area in a clean, natural looking condition. 34 2. Ensure all signs of temporary construction and activities incidental to construction of 35 required permanent work are removed. 36 J. Historical Protection: 37 1. If during the course of construction, evidence of deposits of historical or archaeological 38 interests is found, cease work affecting find and notify Engineer. 39 2. Do not disturb deposits until written notice from Engineer is given to proceed. 40 3. The Contractor will be compensated for lost time or changes in construction to avoid the 41 find based upon normal change order procedures. 43 END OF SECTION 000008-281459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation ENVIRONMENTAL PROTECTION AND SPECIAL CONTROLS... 01560 - 2 I SECTION 01710 2 CLEANING 3 PART 1- GENERAL 4 1.1 STORAGE AND HANDLING 5 A. Store cleaning products and cleaning wastes in containers specifically designed for those 6 materials. 7 1.2 SCHEDULING 8 A. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process 9 will not affect surrounding land owners. 10 PART 2 - PRODUCTS 11 2.1 MATERIALS 12 A. Cleaning Agents: 13 1. Compatible with intended use. 14 PART 3 - EXECUTION 15 3.1 CLEANING - GENERAL 16 A. Prevent accumulation of wastes that create hazardous conditions. 17 B. Conduct cleaning and disposal operations to comply with laws and safety orders of governing 18 authorities. 19 C._ Do not dispose of volatile wastes such as mineral spirits, oil, paint thinner, or fuel in storm or 20 sanitary drains or sewers. 21 D. Dispose of degradable debris at an approved solid waste disposal site. 22 E. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate 23 manner approved by Engineer and regulatory agencies. 24 F. Handle materials in a controlled manner with as few handlings as possible. 25 G. On completion of work, leave area in a clean, natural looking condition. 26 H. Remove all signs of temporary construction and activities incidental to construction of required 27 permanent Work. 28 I. Do not burn on -site. 29 3.2 EXTERIOR (SITE) CLEANING 30 A. Cleaning During Construction: 31 1. Construction debris: 32 a. Confine in strategically located container(s): 33 1) Cover to prevent blowing by wind. 34 2) Haul from site minimum once a week. 35 b. Remove from work area to container daily. 36 2. Soils, sand, and gravel deposited on paved areas and walks: 37 a. Remove as required to prevent muddy or dusty conditions. 38 b. Do not flush into storm sewer system. 39 B. Final Cleaning: 000008-281 459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation CLEANING 01710 - I 1 2 4 1. Remove trash and debris containers from site. 2. Clean paved roadways. 000008-281459 END OF SECTION City of Lubbock Brackish Groundwater Supply Evaluation CLEANING 01710 - 2 July 2016 DIVISION 02 SITE WORK THIS PAGE INTENTIONALLY LEFT BLANK 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SECTION 02444 CHAIN LINK FENCE AND GATES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Chain link gates. B. Related Sections include but are not necessarily limited to: 1. Division 01 - General Requirements. 2. Section 02200 - Earthwork. 3. Section 03002 - Concrete. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Society for Testing and Materials (ASTM): a. A153, Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware. b. A392, Standard Specification for Zinc -Coated Steel Chain -Link Fence Fabric. c. A824, Standard Specification for Metallic -Coated Steel Marcelled Tension Wire for use with Chain -Link Fence. d. F552, Terminology Relating to Chain -Link Fencing. e. F567, Standard Practice for Installation of Chain Link Fence. f. F626, Standard Specification for Fence Fittings. g. F900, Standard Specification for Industrial and Commercial Swing Gates. h. F1043, Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework. i. F1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated (Galvanized) Welded, for Fence Structures. 2. Chain Link Manufacturer's Institute for "Galvanized Steel Chain Link Fence Fabric and Accessories." B. Qualifications: 1. Installer shall have a minimum 2 years experience installing similar fencing. 1.3 DEFINITIONS A. See ASTM F552. B. NPS: Nominal pipe size, in inches. C. Installer or Applicator: Installer or applicator is the person actually installing or applying the product in the field at the Project site. 1. Installer or applicator are synonymous. 1.4 SUBMITTALS A. Shop Drawings: 1. See Section 01340. 2. Product technical data including: a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions. 3. Scaled plan layout showing spacing of components, accessories, fittings, and post anchorage. 4. Mill certificates. 5. Source quality control test results. 000008-281459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation CHAIN LINK FENCE AND GATES 02444 - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable: 1. Fence manufacturers: a. Cyclone. b. Page -Wilson Corporation (Page Fence Division). c. Anchor Fence, Inc. d. Or approved equal. B. Submit requests for substitution in accordance with Specification Section 01640. 2.2 COMPONENTS A. Chain Link Fabric: 1. Fabric type: a. ASTM A392 zinc -coated steel: 1) Coated before weaving, 2.0 OZ/SF. 2. Wire gage: 9. 3. Mesh size: 2 IN. 4. Selvage treatment: a. Top: Knuckled. b. Bottom: Twisted and barbed. B. Concrete: See Section 03002. C. Tension Wire: 1. Bottom of fabric: a. ASTM A824, galvanized steel, Class 3. D. Swing Gate: 1. ASTM F900. 2. Materials as specified for fence framework and fabric. 3. Hardware: a. Galvanized per ASTM A153. b. Hinges to permit 180-degree outward gate opening. E. Line Post: 1. ASTM F1083 pipe: a. Schedule 40, NPS 2. F. Corner or Terminals Posts: 1. ASTM F1083 pipe: a. Schedule 40, NPS 2-1/2. G. Brace and Rails: 1. ASTM F1083 pipe: a. Schedule 40, NPS 1-1/4. H. Fence Fittings (Post and Line Caps, Rail and Brace Ends, Sleeves -Top Rail, Tie Wires and Clips, Tension and Brace Bands, Tension Bars, Truss Rods): 1. ASTM F626. I. Barber Wire: 1. Three strands. 2. Galvanized steel: a. ASTM A121. b. Class 3 zinc coating. c. Four -point barbs. 2.3 SOURCE QUALITY CONTROL A. Test related fence construction materials to meet the following standards: 1. Posts and rails: a. ASTM F 1043, Heavy Industrial. 000008-281459 City of Lubbock Brackish Groundwater Supply Evaluation CHAIN LINK FENCE AND GATES 02444 - 2 July 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 PART 3 - EXECUTION 3.1 INSTALLATION A. Install in accordance with: 1. Manufacturer's instructions. 2. As per Drawings. 3. In accordance with ASTM F567. B. Do not start fence installation before final grading is complete and finish elevations are established. C. Drill holes in firm, undisturbed or compacted soil. D. Place fence with bottom edge of fabric at maximum clearance above grade, as shown on Drawings. 1. Correct minor irregularities in earth to maintain maximum clearance. E. Space line posts at equal intervals not exceeding 10 FT OC. F. Provide post braces for each gate, corner, pull and terminal post and first adjacent line post. G. Install tension bars full height of fabric. H. Rails: 1. Fit rails with expansion couplings of outside sleeve type. 2. Rails continuous for outside sleeve type for full length of fence. I. Provide expansion couplings in top rails at not more than 20 FT intervals. J. Anchor top rails to main posts with appropriate wrought or malleable fittings. K. Install bracing assemblies at all end and gate posts, as well as side, corner, and pull posts. 1. Locate compression members at mid -height of fabric. 2. Extend diagonal tension members from compression members to bases of posts. 3. Install so that posts are plumb when under correct tension. L. Pull fabric taut and secure to posts and rails. 1. Secure so that fabric remains in tension after pulling force is released. 2. Secure to posts at not over 15 IN OC, and to rails at not over 24 IN OC, and to tension wire at not over 24 IN OC. 3. Use U-shaped wire conforming to diameter of pipe to which attached, clasping pipe and fabric firmly with ends twisted at least two (2) full turns. 4. Bend ends of wire to minimize hazards to persons or clothing. M. Install post top at each post. N. Gates: 1. Construct with fittings or by welding. 2. Provide rigid, weatherproof joints. 3. Assure right, non -sagging, non -twisting gate. 4. Coat welds with rust preventive paint, color to match pipe. 5. Install tension bars full height of fabric. END OF SECTION { 000008-281459 City of Lubbock Brackish Groundwater Supply Evaluation --3 CHAIN LINK FENCE AND GATES 02444 - 3 July 2016 I THIS PAGE INTENTIONALLY LEFT BLANK 000008-281459 City of Lubbock July 2016 a Brackish Groundwater Supply Evaluation CHAIN LINK FENCE AND GATES 02444 - 4 1 SECTION 02580 2 GRAVEL PACK WELLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes specifications for construction of test well. 6 B. Related Specification Sections include but are not necessarily limited to: 7 1. Division 01 - General Requirements. 8 1.2 QUALITY ASSURANCE 9 A. Referenced Standards: 10 1. ASTM International (ASTM): 11 a. A53, Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -Coated, 12 Welded and Seamless. 13 b. C150, Standard Specification for Portland Cement. 14 c. C494, Standard Specification for Chemical Admixtures for Concrete. 15 2. American Welding Society (AWS): 16 a. Code for Arc and Gas Welding. 17 3. American Water Works Association (AWWA): 18 a. A100, Standard for Water Wells. 19 B. Qualifications: 20 1. Licensed by the Texas Department of Licensing and Regulation (TDLR) for Water Well 21 Drillers and Water Well Pump Installers. 22 C. Comply with all State of Texas rules and regulations concerning water well construction. 23 1.3 SUBMITTALS 24 A. Submit two (2) copies of the following Well Data at appropriate times during construction. 25 1. Driller's Report: 26 a. Maintain a daily, detailed driller's report. 27 b. Document number of feet drilled, number of hours on the job, shutdown due to 28 breakdown, feet of casing set, and such other pertinent data as may be requested by the 29 Engineer. 30 c. Drilling recorder data for borehole below surface casing and during drilling of pilot 31 borehole. Recorder shall, at least, record the rate of penetration. Other parameters of 32 interest include: drill string weight, rotary speed, torque, pump rate and pressure, and 33 fluid flow. 34 d. Description of drilling fluids and additives. 35 e. Description of formations. 36 f. Sizes of drill stem and drill bits. 37 g. Reference point for all depth measurements 38 h. Total depth of completed well. 39 i. Surface Casing: 40 1) Description of formations. 41 2) Depth and description of casing. 42 3) Amount of cement installed. 43 4) Any and all other pertinent information for a complete and accurate log. 44 j. Well Casing: 45 1) The depth and description of the casing. 46 2) The amount of cement installed. 47 3) The description and location of well screen (to include type, length, diameter, slot 48 sizes, material, and manufacturer). 000008-281459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation GRAVEL PACK WELLS 02580 - 1 d b 1 4) The description and locations of the filter packs and plugs. 2 5) Any and all other pertinent information for a complete and accurate log. ;- 3 2. Mud Logger's Report 4 a. Limited to borehole below the surface casing and during drilling of pilot borehole. 5 b. Description of method to collect drill cuttings, and where the samples were collected in 6 the drill rig set-up. Include photos of collection and processing. 7 1) Collection of drill cuttings at 10 FT intervals or at change informations. 3 8 a) Make allowance for travel time from drill bit to surface. 9 b) Wash, bag and label drill cuttings with time and depth interval information. f 10 c. Detailed lithologic description of drill cuttings. 11 d. Depth at which each change of formation occurs. 12 e. Any apparent changes in drilling mud characteristics or appearance, or drilling process. 13 f. Depth or location of any lost drilling fluid, drilling materials or tools and drill bit drops. 14 g. Information on drill string force or tension. 15 h. Delivery of one (1) set of bagged and labeled drill cuttings to Engineer or Owner. 16 3. Well performance test results: 17 a. Keep accurate records of the pumping test data, including: 18 1) Date of the test. 19 2) Description of measuring point. 20 3) Depth to water below the measuring point and actual clock time, or times that can 21 be adjusted to actual clock times. 22 4) Measurements are to be made at approximately one (1) minute intervals with an 23 automated data logger and pressure transducer. 24 5) Periodically calibrate the data logger with measurements by an electric water level 25 meter. 26 6) Measure discharge with an inline flow meter. 27 7) Pumping rate measurements and corresponding actual clock time at half hour, or 28 more frequent intervals, or at changes in pumping rate. 29 8) Any pertinent comments on conditions that may affect the accuracy of the data. 30 9) Provide photos of operations setup. 31 b. Provide (2) copies of the results of the well performance tests as described in these 32 specifications. 33 4. Completed State of Texas Well Registration Form. 34 a. Submit two (2) copies to Engineer. 35 PART 2 - PRODUCTS 36 2.1 MATERIALS 37 A. Well Casing: 38 1. Provide steel well casing material conforming to ASTM A53 (Grade B). 39 2. Furnish well casing diameter and length as shown on Drawings. 40 B. Well Screen: 41 1. Provide mill slotted steel well casing material conforming to ASTM A53 (Grade B). 42 2. Furnish screen slot size, diameter and length as shown on Drawings. 43 C. Filter Pack: 44 1. Provide filter pack (gravel or sand) material consisting of clean well rounded grains that are 45 smooth and uniform. The material shall be siliceous with a limit of 5 percent by weight of 46 calcareous material. 47 2. Furnish gravel or sand size as shown on Drawings. 48 2.2 MIXES 49 A. Well Grout: 000008-281459 City of Lubbock July 2016 { Brackish Groundwater Supply Evaluation i GRAVEL PACK WELLS 02580 - 2 1 1. Concrete grout to be a mixture of cement, sand, and water in the same proportion of 2 Portland cement (94 LBS, ASTM C150) and an equal volume same proportion of Portland 3 cement (94 LBS, ASTM C150) and an equal volume of dry sand to not more than 6 GAL of 4 clean water. 5 PART 3 - EXECUTION 6 3.1 SEQUENCE 7 A. Install surface casing to prevent the potential migration of poor quality water in the Dockum 8 from flowing into the overlying Ogallala and Edwards -Trinity (High Plains) Aquifers. 9 B. Drill pilot borehole to depth as shown on Drawings. 10 C. Provide an opportunity for a third party (U.S. Geological Survey) to run geophysical logs. 11 D. Study the geophysical logs and select water -bearing zones. 12 1. Engineer is to select up to three water -bearing zones. 13 2. These zones may be different than shown on Drawings. 14 3. Engineer will select one of the zones to be screened, but all three will include the 15 installation of a filter pack. The two unscreened zones will be cased with solid casing, which 16 is intended to provide an opportunity for future casing perforation and aquifer testing. 17 E. Ream the pilot borehole from the bottom of the surface casing to specified depth on Drawing or 18 specified by Engineer. 19 F. Install casing, screens, blanks, filter pack, plugs, and grout to land surface. 20 G. Develop well. - 21 H. Test pump well. 22 I. Cap well. 23 3.2 SURFACE CASING 24 A. Install or construct containment facilities for drilling fluids, drill cuttings and returns. Pits are 25 permitted. If pits are dug, they must be completed emptied and filled and compacted with native 26 soil before project completion. 27 B. Drill one borehole with a diameter and depth of borehole as shown on Drawings or specified by 28 Engineer. 29 C. Install steel blank casing with welded joints to bottom of borehole. Casing diameter is shown on 30 Drawings. 31 D. Center casing in borehole with centralizers and grout from bottom to land surface. i •, 32 3.3 WELL DRILLING 33 A. Borehole: Drill a borehole from the bottom of the surface casing to a final depth using either 34 direct mud rotary or reverse mud rotary. Diameter borehole is shown on Drawings. The depth of 4 35 the borehole is to fully penetrate the Dockum. Estimated depth is shown on the Drawings. Final 36 depth is to be determined by Engineer with information from Mud Logger report. 37 B. Drilling fluid: 38 1. Selection of drilling fluids and additives is made by Contractor, but they must be approved 39 for use in the construction of potable water wells. 40 2. Take all necessary measures to protect water -bearing formations from contamination and 41 ensure that the drilling method used will not permanently plug the water -bearing formations 42 with drilling fluid and cuttings. 43 C. Geophysical logging: Provide an opportunity for a third party (U.S. Geological Survey) to run 44 geophysical logs. 000008-281459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation GRAVEL PACK WELLS 02580 - 3 I D. Casing and screen: Install steel blank casing and mil slotted well screen with either welded or i= 2 thread and coupling joints. Diameter and estimated depths of casing and screen are shown on 3 Drawings. Final depth and interval are to be determined by Engineer from drillers log and 4 geophysical logs. 5 1. If joints are welded, welding is to conform to the standards of the AWS. 6 a. Install casing and well screen by lowering casing string into borehole. 7 2. Seal bottom of the casing and screen string with a plate shown on Drawings. 8 E. Filter pack: Install filter pack in the three water -bearing zones. Depth intervals are to be 9 determined from drillers log and geophysical logs by Engineer. Install plugs or grout above and f 10 below the filter packs. Gravel size is shown on Drawings. Install grout in zones between the 11 filter packs and plugs. 12 1. Place filter pack with tremie pipe lowered to the bottom of filter pack interval in one (1) 13 continuous uniform operation or other method approved by Engineer. 14 2. Place a plug at the top of this filter pack. 15 3. Grout the interval between the top of plug and next filter pack interval. If needed, install a 16 plug on top of the grout. 17 4. Place filter pack for the current water -bearing zone. 18 5. Place plug on top of this filter pack. 19 6. Place grout between the top of plug and next filter pack interval. 20 7. Repeat steps 4, 5 and 6 for the third and final (uppermost) filter pack. 21 8. Install a plug and grout the casing to the land surface. 22 9. Closely control placement of filter packs to protect against any segregation of filter pack 23 material. 24 10. Protect filter packs from contamination during delivery and storage. 25 11. Do not install any filter pack contaminated with foreign substances. _ 26 12. NOTE: Installing the filter packs in secondary water -bearing zones is to provide the Owner 27 with the opportunity to later perforate the casing for additional studies and research on these 28 formations. 29 F. Well Grout: Grout annular space between well casing and drill hole to seal well against " 30 infiltration of contaminated surface water. 31 1. Ensure that annular space is free from obstructions before placing grout. 32 2. Emplace grout using the tremie method (AWWA standard 45 A100-06, Appendix C, -- 33 Section C.1 or positive displacement -exterior method (AWWA standard 45 A100-06, 34 Appendix C, Section C.2). 1 35 3. Place grout with continuous pour in grouting intervals. 36 4. Provide a suitable cement retainer, packer or plug so grout will not leak into the gravel pack. 37 5. Allow the grout to set or cure as per manufacture guidance. 38 G. Sanitary protection of well: At all times during the progress of the work, use reasonable 39 precautions to prevent either tampering with the well or the entrance of foreign material into it. - 40 1. Keep well drilling equipment and tools clean. 41 2. Upon completion of well, install a suitable threaded, flanged, or welded cap or compression' 42 seal so as to prevent any pollutants from entering the well. 43 3. Extend watertight casing of well to level shown on Drawings. 44 4. Seal or screen any equipment which will permit direct open access to the well. 45 5. Meet the above height requirements to prevent entrance of foreign matter or contaminants. 1 46 6. Slope ground immediately surrounding the top of the well casing away from well. 47 7. Install hinge and hasp assembly. 48 H. Well Development: Furnish necessary pumps, compressors, plungers, bailing or other needed 49 equipment and develop well by such approved methods as necessary to make a reasonably (, 50 efficient well. Because the native groundwater is expected to be brackish, produced water will 51 be disposed of as specified in Section 3.5. 52 1. Jet the well to remove drilling fluids and fine grained materials. S 000008-281459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation GRAVEL PACK WELLS 02580 - 4 1 2. As determined by contractor, utilize one or more of the following methods to achieve a 2 reasonably efficient well. 3 a. Mechanical surging. 4 b. Jetting with water. 5 c. Jetting with air. 6 d. Pumping with air. 7 3. Install and operate a test pump. Estimated pumping capacity is 200 GPM with a lift of at 8 least 700 FT. Operate the pump until the water is clear, or nearly clear. 9 4. Conduct a preliminary step-drawdown test to determine target pumping rates. 10 a. After the water levels stabilize, conduct a one -hour step drawdown test. Pumping rates 11 are to be about 0.75, 1.00, and 1.25 times the estimated capacity of the well. Pumping 12 periods are about 20 minutes. Make a water level measurement prior to the test and a 13 series of measurements during each the step. 14 5. Containment and disposal of produced water is described in Section 3.5. 15 3.4 WELL PERFORMANCE TESTS: 16 A. Test Design: 17 1. Pumping rates are to be determined by Engineer from preliminary step-drawdown test 18 during well development. 19 2. The early phase of the test will be step-drawdown; the second phase will be a constant rate; 20 and the third and final phase will be a recovery test. 21 B. Pumping test method: 22 1. Furnish, install and remove, when complete, the necessary measuring instruments and 23 pumping equipment capable of pumping to the required point of discharge a minimum of 24 200 GPM, and with satisfactory throttling device(s), so that the discharge may be reduced to 25 100 GPM. Pump is to be capable of at least 700 FT of lift. 26 2. Furnish pumping unit complete with an ample power source, controls and appurtenances 27 capable of being operated without interruption for a period of 36 HRS. 28 3. Furnish and install a pressure transducer water level recording device. Set recording 29 interval to 1 MIN. 30 4. Provide a well head opening to accommodate an electric water -level monitoring tape for 31 calibration measurements. 32 5. Install a temporary discharge pipe to the designated point discharge of at least 4 IN in 33 diameter. 34 6. Conduct pumping test for an estimated duration of 36 HRS. 35 a. During the first 2 HRS, the pumping rates will be at 0.50 times the pumping rate 36 determined by Engineer from the pumping phase of the well development. 37 b. During the second 2 HRS, the pumping rate will be 0.75 times pumping rate. 38 c. During the final pumping phase (estimated to be 32 HRS), the pumping rate will be 39 1.00 times pumping rate, or as requested by Engineer. 40 7. Record groundwater levels with pressure transducer and make check or calibration 41 measurement by hand at 6 HR intervals. 42 8. Measure and record well discharge at 0.5 HR intervals or less. 43 9. Continue making water level measurements for 6 HRS during the recovery phase of the 44 pumping test (after well is shut OFF). 45 10. Failure of pump operation for a period greater than 1 percent of the elapsed pumping time 46 shall require suspension of the test until the water level in the pumped well has recovered to 47 its original level. Then, this phase of the pumping test will resume from the start. 48 3.5 DISPOSAL OF PRODUCED WATER 49 A. Disposal of produced water is either the east or west evaporation pond. These ponds are about 50 800 FT south of the test well site. Selection of which or both ponds is to be determined by 51 Owner. 000008-281459 City of Lubbock July 2016 Brackish Groundwater Supply Evaluation GRAVEL PACK WELLS 02580 - 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 B. Discharge into the pond is to be through a flow diffuser to prevent any erosion or damage to the pond's liner. C. Discharge pipe is to be routed so that it does not interfere with operations. 3.6 WELL DISINFECTION: A. Furnish and install chlorine solution for disinfecting the well of such volume and strength that a minimum residual concentration of 50 ppm of chlorine is obtained in all parts of the well for a minimum contact period of 2 HRS. 3.7 WELL HEAD COMPLETION: A. Well head sealing block: A concrete sealing block around the wellhead is to extend at least 3 FT from the well casing in all directions, with a minimum thickness of 6 IN, and sloped to drain away at not less than 0.25 IN per FT. B. Casing: The well casing is to extend above ground level as shown on the Drawings. C. Cap: The cap assembly is to be welded to the well casing with a hasp and lock. 000008-281459 END OF SECTION City of Lubbock Brackish Groundwater Supply Evaluation GRAVEL PACK WELLS 02580 - 6 July 2016 f r �j DRAWINGS I: No Text 62 0 "F 02 s Lubbock A 4 A —3 a Buffalo Springs Lake jilt, Canyon"' 4,, 'V'146, LUBBOCK SOUTH WATER COUNTY TREATMENT PLANT w, OF % F. F�� CITY OF LUBBOCK, TEXAS DATE TEST WELL AT SOUTH WATER TREATMENT PLANT JULY 2016 PROJECT VICINITY MAP FIGURE 01 130TH STREET DOCKUM TEST WELL N = 33.47262 W = 101.76042 CHAIN LINK DOUBLE -SWING GATE AND CULVERT F�2 E F M 1585 N �z �`> s 0 300 800 CITY OF LUBBOCK, TEXAS TEST WELL AT SOUTH WATER TREATMENT PLANT PROJECT SITE LAYOUT GATE JULY 2016 FlGURE 02 f HINGED CAP WITH HASP AND LOCK i(I 8'--O' x 8'--0' x 8' THICK MIILP4A WITH EXISTING GRADE M TEST WELL DATA SURFACE 80REHOLE: 20' DIA. NOMINAL a j SURFACE CASING: 14' DUI. SCHEDULE 30 a PILOT BOREHOLE: 8' DUI. NOMINAL r WELL BOREHOLE: 13' DIA. NOMINAL BLANK CASING: 8' DW. SCHEDULE 40 ' • SCREEN CASING: 8' DW SCHEDULE 40, << GROUT FILL r MILL SLOTTED, 0.125' • TOTAL BORE DEPTH: 1500—FEET MATM FILM PACKS AT_ STATIC WATER LEVEL ` ..� • 880' DEPTH TO 880' DEPTH • 1130' DEPTH TO 1210' DEPTH FITTER PACK. • 13W DEPTH TO 1440' DEPTH g PLUG GRADE 3 GRAVEL EUMM SCREEN SEMNGS AT: 1300' DEPTH TO 1440' DEPTH � DIE. WELL BO f� WE EHOLE e CIA. BLANK CASING, TYP. GROUT FILL FILTER PACK. GRADE s GRAVEL GROUT FILL PLUG'-. FILTER PACK, GRADE S GRAVEL g ^ , SCREEN WELL INO 3 8' THICK STEEL PLATE TO STEEL CASING FILL WITH DRILL CUTTINGS CITY OF LUBBOCK, TEXAS TEST WELL AT SOUTH WATER TREATMENT PLANT DOCKUM TEST WELL SCHEMATIC X^4yN DATE JULY 2016 FIGURE 03 Physical �'ater-%ea�ne System Sezies Group Fonnado a characteristics Characteiistic.s Cmmic Pecos Uncotuobdat€ to partially Y ieids samR to large Qsi�te!'nr►n' Albiviam ccvisotid ird saw sib, pm-eL clay, and ama= of fresh to slighly calch Wine Late Tan, yellow. andtiddish-hrewn, itln, Ter•riaj'3' Mocem Dealala m cear_e-gramA sand ahematmgwith Yiei6i moderam to large Co Fliocette }'ellDW to teal Wry clay &Ad varaable amounts of water to +well dud erasel. Massire. fine to coarse grained wbue: fields stuaR to !arse Washita scar, as yellowish gray Iitnestore seal m w= of water to %ells ftcl, dartgreemU My. arr E aUd qxinp lEliow MZL Thinly S&ma aced, souietizne3 Tandy, gay to yeU0Wi51Aroat shale with Yields smart AMMMts of beds of tbuL gray argl acemei water locally to ants liteitwe, and. thln eUDW Ltmestow, Ligl�-gap to vrllowis6 _gmy, thick Yteldi smaa to large CTet�CeQlts Edward; bedded to tnasne. See- torncs of later an wells coarse-raitsed limaesmaw- andipr=s Ltgba gray to yt°l:DWiSh-brown, WegdUl Pie d_ -mad to large Se 3 Pleak bedded argillacems imestore. thm.beds ammuts of vrater to %ells sha➢w Lighr-gray lo yeIlowrb-bmwu. fine to me&urn ; �d sandstone. tlrim Not known to }field scaler Wslntrt bedded. gay to paynh tieliow. towells. cAcueons shah: mad light stay to xdMtceous lilugone_ &'hitp gay, yellowisb-bowl: to Fmple, five to m 0m—gasrd laoseh Yiel& §mall to lode Trimly Andes ca memd wmdstaae and caug[omente. amour of Water to watts nith beets of sillstow nd clay VatiwuLd shale, san&one, slitsuoap, fresh to suphav salM Hid limpstaae: Yields SEMn tttstemrats of Ezeter Ligb-colored sandstone fresh to SH04 sdm Rates. Reddish-browu to mmige ialtstm mA Cooper Canyon emdsborae with lease:: of sandstone- and Gray. Wma gregtisb-gray, firie ao TruJil]a comsg-gained &yAstsme and imady tok4omerve with lbk gray and red Yiddssmall to Large Bodrwn shale iatesbeds gwrlities of fresh to brbe castes to veus and mtp. Variegated, s limes saatl±r mudsww Tecm*as with inmtedded fig to =6m- sandSGa6es. wild Rosa hell to nddls5-brmrn aandrimne sad coal ate. P,.*°•,•••`,a.." it � BeweyLake R.edsi.t and shalt. oweus. knownttryie3dlater €�olotnrte, ashy'deten, Saedstome. Yields %man to large * a •••°,•...... ca4km are- and vat pled shale. amounts of siigb4 to nttxietae saline Rater. 1 Vndi E- Sandstone. shale. pp.-r� anh}drite, Yields sma51 no large amounrs of frosts to 4 �e sated dal�lre, and 3elebite. mofle A05-salmewater. - Js CITY OF LUBBOCK, TEXAS DATE TEST WELL AT SOUTH WATER TREATMENT PLANT GEOLOGIC FORMATIONS TABLE FIGURE JULY 2016 04 r 1� I I I C f I I l I I. I I l ��1111 �� 4ti4 �q�+ttt i+r f� ~• a - t+t*+t! �}+++tit+ll +"'i 111 ■■ � `it, ♦Aii ♦ti ♦ Fti� +ati� +,►twi.►iwti. �i.4llFi� �i�a+a rtat`'.i ! i!. � .!_+. ! f a�s� �'�f � +1 f • R :Fj c.�: kill QA7E POST SCHMUIF LEAF SM POST OD. WDC*U COO FOOT*4 UP 70 4' 2 7 ' 5.79 Wjff 2e DIA. w 70 13' a 9.11 LB 24- D0. 13' 70 IV E W 1a97 LVVT 36' Du. OVER 1E' 5 Wr 28M LB 18' D6t CITY OF LUBBOCK, TEXAS TEST WELL AT SOUTH WATER TREATMENT PLANT CHAIN LINK FENCE AND GATE DETAILS DATE JULY 2016 FIGURE 05 1 THIS PAGE INTENTIONALLY LEFT BLANK