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1995 03 23 CC MinutesJ MINUTES OF THE REGULAR SESSION OF THE CITY COUNCIL OF THE CITY OF BAYTOWN March 23, 1995 The City Council of the City of Baytown, Texas, met in regular session on March 23, 1995, at 6:30 p.m. in the Council Chamber of the Baytown City Hall with the following in attendance: Eva Benavides Council Member David Byford Council Member Stephen DonCarlos Council Member Manuel Escontrias Council Member E. Frank Hinds, Jr. Council Member Rolland J. Pruett Council Member Pete C. Alfaro Mayor Bobby Rountree City Manager Ignacio Ramirez City Attorney Eileen P. Hall City Clerk The meeting was opened with a quorum present, and Council Member DonCarlos offered the invocation, after which the following business was conducted: Consider Approval of the Minutes for the Regular Meeting Held on March 9, 1995 Council Member Escontrias moved for approval of the minutes for the regular meeting held on March 9, 1995. Council Member Pruett seconded the motion. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None °' 950323 - 2 Minutes for Regular Session - March 23, 1995 Consider Proposed Ordinance No. 950323 -1, Approving the Proposed Rate Order Related to the City of Baytown's Section 42 Proceeding with HL &P Initiated on November 11, 1994, and Authorizing the City to Become a Signatory to the Proposed Stipulation and Agreement which would Resolve the City's Section 42 Proceeding and PUC Docket Numbers The proposed rate order and the proposed agreement provide that electric bills will be reduced by $612.7 Million (15.5 %) in 1995. The average residential ratepayer will see a reduction of $227 (or 18.3 %) in 1995. It is currently estimated that electric bills will be reduced by $434.7 Million (11 %) per year in 1996 and 1997. The average residential ratepayer will see a reduction of $129 (10.4 %) per year in 1996 -97. However, the estimated reductions for 1996 -97 could fluctuate up or down as fuel prices change. This is the same stipulation and agreement recently entered into by the City of Houston. Council Member Pruett moved for adoption of the ordinance. Council Member DonCarlos seconded the motion. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None ORDINANCE NO. 7260 AN ORDINANCE APPROVING A STIPULATION AND AGREEMENT RELATING TO THE RATES OF HOUSTON LIGHTING AND POWER COMPANY; DETERMINING JUST AND REASONABLE RATES TO BE OBSERVED AND IN FORCE WITHIN THE CITY OF BAYTOWN; ORDERING RATE REDUCTIONS AND CREDITS TO RATEPAYERS' BILLS; FIXING THE RATES THAT SHALL CONSTITUTE THE LEGAL RATES OF HOUSTON LIGHTING AND POWER COMPANY UNTIL CHANGED AS PROVIDED BY THE PUBLIC UTILITY REGULATORY ACT; PROVIDING FOR THE FILING OF RATE SCHEDULES AND TARIFFS AND THE APPROVAL OR MODIFICATION OF SAME; PROVIDING FOR THE REPEAL OF CONFLICTING ORDINANCES; CONTAINING FINDINGS AND OTHER PROVISIONS RELATING TO THE FOREGOING SUBJECT; PROVIDING FOR SEVERABILITY; DECLARING AN EMERGENCY; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. 950323 - 3 Minutes for Regular Session - March 23, 1995 Consider Proposed Ordinance No. 950323 -2, Authorizing the Assignment and Assumption of the Agreement for Operation of Sanitary Landfill from Hazelwood Enterprises, Incorporated, to Sanifill of Texas, Inc. and Consider Proposed Ordinance No. 950323 -4, Authorizing Renewal of Annual Solid Waste Collection and Disposal Service Contract and Consider Proposed Ordinance No. 950323 -3, Approving Renewal of Sanitary Landfill Contract with Sanifill of Texas, Inc. The City Manager complimented Herb Thomas and Jim Sanders for the excellent job in negotiating renewal of the sanitary landfill contract and renewal of the contract with BFI based on consumer price index for urban consumers. The administration is recommending assignment of the Hazelwood Sanitary Landfill contract to Sanifill along with the two renewals. Plans are to bid both services next year which will give the City several options. Sanifill has agreed to a renewal for a one -year period in the amount of $284,400. The compensation is adjusted to reflect the consumer price index for urban consumers. The annual solid waste collection and disposal contract will be renewed for the amount of $820,704.60. BFI has agreed to renew the current contract under the same terms and conditions for the same compensation with the addition of the consumer price index for urban consumers which has been granted to Sanifill, Inc. BFI has indicated an interest in entering the landfill business while Sanifill has indicated an interest in entering the solid waste collection and disposal business. Therefore, the City of Baytown should have two companies bidding on these services next year. The administration recommended approval. Council Member Hinds moved for adoption of the ordinance authorizing the assignment and assumption of agreement for operation of sanitary landfill from Hazelwood Enterprises, Inc. to Sanifill of Texas, Inc.; the ordinance approving renewal of the sanitary landfill contract and the ordinance authorizing renewal of the annual solid waste collection and disposal service contract with BFI. Council Member Pruett seconded the motion. In response to an inquiry from Council, Council Member Hinds stated that 950323 - 4 Minutes for Regular Session - March 23, 1995 the request of Sanifill to expand its current site had been approved through H -GAC on Tuesday. Mayor Alfaro noted that the City of Baytown had forwarded one letter to H -GAC and one letter to TNRCC in favor of the expanded facility, and Deer Park and LaPorte had also forwarded letters to both entities. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None ORDINANCE NO. 7261 AN ORDINANCE AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST TO AN ASSIGNMENT AND ASSUMPTION OF THE CONTRACT FOR THE DISPOSAL OF SOLID WASTE AND THE OPERATION AND MAINTENANCE OF A SANITARY LANDFILL; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. ORDINANCE NO. 7262 AN ORDINANCE RENEWING THE CONTRACT OF SANIFILL OF TEXAS, INC., FOR THE ANNUAL SANITARY LANDFILL CONTRACT AND AUTHORIZING PAYMENT BY THE CITY OF BAYTOWN, THE SUM OF TWO HUNDRED EIGHTY -FOUR THOUSAND FOUR HUNDRED AND NO/100 DOLLARS ($284,400.00); MAKING OTHER PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. 950323 - 5 Minutes for Regular Session - March 23, 1995 ORDINANCE NO. 7263 AN ORDINANCE RENEWING THE CONTRACT OF BROWNING FERRIS INDUSTRIES FOR THE ANNUAL SOLID WASTE COLLECTION AND DISPOSAL CONTRACT AND AUTHORIZING PAYMENT BY THE CITY OF BAYTOWN OF THE SUM OF EIGHT HUNDRED TWENTY THOUSAND SEVEN HUNDRED FOUR AND 601100 DOLLARS ($820,704.60); MAKING OTHER PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE THEREOF. Consider Proposed Ordinance No. 950323 -5, Awarding Contract for the Huggins Street Sanitary Sewer Project The administration recommended award of the contract for the Huggins Street Sanitary Sewer Project to Horseshoe Construction, Inc. in the amount of $148,208.20. The bid came in higher than the engineering estimate because more stabilized material will be needed for the project due to soil conditions in that area. The project includes installation of approximately 2,200 feet of twelve -inch sewer line along Huggins Street from Wisconsin to Missouri. Council Member Byford moved for adoption of the ordinance. Council Member Benavides seconded the motion. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None ORDINANCE NO. 7264 AN ORDINANCE AUTHORIZING AND DIRECTING THE MAYOR AND CITY CLERK TO EXECUTE AND ATTEST TO A CONTRACT WITH HORSESHOE CONSTRUCTION, INC., FOR THE HUGGINS STREET SANITARY SEWER PROJECT; AUTHORIZING PAYMENT OF THE SUM OF ONE HUNDRED FORTY -EIGHT THOUSAND TWO HUNDRED EIGHT AND 201100 DOLLARS ($148,208.20); MAKING OTHER PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. For bid tabulations, see Attachment "A." 950323 - 6 Minutes for Regular Session - March 23, 1995 Consider Proposed Ordinance No. 950323 -6, Awarding Contract for Massey - Tompkins Phase III Project The proposed ordinance awards the contract for Massey- Tompkins Phase III Project to Angel Brothers Enterprises, Inc. in the amount of $2,266,148.00. The engineering construction estimate was $2,374,925.00. Six contractors bid on this project. The project includes utilities and a five -lane, concrete, curb and gutter street from the railroad tracks west to Main Street. The project is scheduled to be complete by October, 1995. Council Member Byford moved for adoption of the ordinance. Council Member Escontrias seconded the motion. In response to inquiry from Council, the City Manager stated that upon completion of the roadway, traffic studies would be performed to determine if a traffic light would be needed at the Chaparral intersection. Phases I, II, and III of the Massey- Tompkins Road Project cost a total of $7,700,000.00. He stated that the administration will be getting back to Council soon with an update on the bond program, because monies have dwindled and it may be time to discuss another bond program. Regarding change orders, the City Manager stated that lines of communication will be kept open during the construction process, and if the work has to be halted to bid a change, that will be done. Al Busch, representing the consulting engineers on the project, stated that the consulting engineers had an independent party review the plans and specifications as well as the roadway to insure the plans and specifications contained proper quantities. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None 950323 - 7 Minutes for Regular Session - March 23, 1995 ORDINANCE NO. 7265 AN ORDINANCE AUTHORIZING AND DIRECTING THE MAYOR AND CITY CLERK TO EXECUTE AND ATTEST TO A CONTRACT WITH ANGEL BROTHERS ENTERPRISES, INC., FOR THE MASSEY TOMPKINS PHASE III PROJECT; AUTHORIZING PAYMENT OF THE SUM OF TWO MILLION TWO HUNDRED SIXTY -SIX THOUSAND ONE HUNDRED FORTY -EIGHT AND N0 1100 DOLLARS ($2,266,148.00); MAKING OTHER PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. For bid tabulation, see Attachment "B." Consider Proposed Ordinance No. 950323 -7, Awarding Marina Infrastructure Construction Contract The proposed ordinance awards Marina infrastructure construction contract to Angel Brothers Enterprises, Inc. in the amount of $1,012,966.50. The engineering estimate was $1,160,000.00. This contract includes parking, roadways, utilities, drainage, and fueling facilities at the Marina site. Three bids were received. The project should be completed by August 1995. Council Member Byford moved for adoption of the ordinance. Council Member DonCarlos seconded the motion. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None 950323 - 8 Minutes for Regular Session - March 23, 1995 ORDINANCE NO. 7266 AN ORDINANCE AUTHORIZING AND DIRECTING THE MAYOR AND CITY CLERK TO EXECUTE AND ATTEST TO A CONTRACT WITH ANGEL BROTHERS ENTERPRISES, INC., FOR THE MARINA INFRASTRUCTURE; AUTHORIZING PAYMENT OF THE SUM OF ONE MILLION TWELVE THOUSAND NINE HUNDRED SIXTY -SIX AND 501100 DOLLARS ($1,012,966.50); MAKING OTHER PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. For bid tabulation, see Attachment "C." Consider Proposed Ordinance No. 950323 -8, First Reading on Proposed Annexation of 13.9511 -Acre Tract at the Northeast Corner of Garth Road and Cedar Bayou- Lynchburg Road (Lowes Site) In accordance with state law and the Charter of the City of Baytown, the first reading must be held not more than forty nor less than twenty days after the public hearings. Public hearings on the proposed annexation of this tract were held at the Council meeting on February 23, 1995. All procedures prescribed by state law and charter have been met to allow Council to proceed on first reading. Council Member Escontrias moved for adoption of the ordinance. Council Member Hinds seconded the motion. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None 950323 - 9 Minutes for Regular Session - March 23, 1995 ORDINANCE NO. 7267 AN ORDINANCE PROVIDING FOR THE EXTENSION OF CERTAIN BOUNDARY LIMITS OF THE CITY OF BAYTOWN, TEXAS, AND THE ANNEXATION OF A 13.9511 -ACRE TRACT AT THE NORTHEAST CORNER OF GARTH ROAD AND CEDAR BAYOU LYNCHBURG ROAD (LOWES SITE); WHICH SAID TERRITORY LIES ADJACENT TO AND ADJOINS THE PRESENT BOUNDARY LIMITS FOR THE CITY OF BAYTOWN, TEXAS; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. Consider Proposed Ordinance No. 950323 -9, Amending Chapter 2, "Administration," of the Code of Ordinances, Division 5, "Community Development Advisory Committee," Sec. 2 -59(c) to delete restriction on terms of office Council Member Pruett moved for adoption of the ordinance. Council Member Hinds seconded the motion. The vote follows: Ayes: Council Members Benavides, Byford, DonCarlos, Escontrias, Hinds, and Pruett Nays: None Abstained: Mayor Alfaro ORDINANCE NO. 7268 AN ORDINANCE AMENDING CHAPTER 2 "ADMINISTRATION," ARTICLE II "BOARDS AND COMMISSIONS," DIVISION 5 "COMMUNITY DEVELOPMENT ADVISORY COMMITTEE," SECTION 2 -59(c) "COMMITTEE- CREATION, MEMBERSHIP, APPOINTMENT," OF THE CODE OF ORDINANCES, CITY OF BAYTOWN, TEXAS; PROVIDING A REPEALING CLAUSE; CONTAINING A SAVINGS CLAUSE; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. 950323 - 10 Minutes for Regular Session - March 23, 1995 Consider Proposed Ordinance No. 950323 -10, Authorizing Final Payment to F & E Erection Co. for the Bayland Park Marina Dredging and Excavation Project The administration recommended final payment in the amount of $22,720 to F & E Erection Co. for the Bayland Park Marina Dredging and Excavation Project. Council Member Byford moved for adoption of the ordinance. Council Member DonCarlos seconded the motion. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None ORDINANCE NO. 7269 AN ORDINANCE AUTHORIZING FINAL PAYMENT OF THE SUM OF TWENTY -TWO THOUSAND SEVEN HUNDRED TWENTY AND NO1100 DOLLARS ($22,720.00) TO F & E ERECTION CO. FOR THE BAYLAND PARK MARINA DREDGING AND EXCAVATION PROJECT; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. Consider Proposed Ordinance No. 950323 -11, Authorizing Payment to Insituform Gulf South, Inc. for Baker Road Sanitary Sewer Repair On March 11, 1995, a major sewer line failure of approximately 2,600 linear feet occurred between Quail Hollow Drive and Coachman Drive. This concrete sanitary sewer line, consisting of various ten -inch, twelve -inch, and fifteen -inch sections, interrupts the flow from Country Club I. Plans are to use cured -in -place pipe repair procedures to rectify this problem because it is under Baker Road. The City has an annual contract with Gulf South for this type work. Bond funds will be used for this project. The administration recommended approval. Council Member Escontrias moved for adoption of the ordinance. Council Member Pruett seconded the motion. 950323 - 11 Minutes for Regular Session - March 23,1995 In response to Council inquiry, the City Manager stated that infiltration is a major problem. Sliplining will not solve the infiltration problem upstream, and the City needs to continue to slipline to solve infiltration problems. Herb Thomas noted that the Central District diversion will provide relief in the Felton Street area. If a sliplined project has failed, usually the failure is where the sliplined pipe comes in contact with the manhole. If the seal is broken, this will cause a problem. The main trunkline from Baker Road down along Goose Creek to the hospital is in terrible condition as well as the distribution lines in Country Club I. The City Manager stated that the administration will have options for Council to consider during budget work sessions. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None ORDINANCE NO. 7270 AN ORDINANCE DECLARING THAT AN EMERGENCY SITUATION EXISTS, AUTHORIZING THE PAYMENT OF THE SUM OF ONE HUNDRED EIGHTY THOUSAND AND N01100 DOLLARS ($180,000.00) TO INSITUFORM GULF SOUTH, INC., FOR THE BAKER ROAD SANITARY SEWER REPAIR; MAKING OTHER PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. Consider Approval of Plans and Specifications for the Wastewater Collection System and Lift Stations on State Highway 146 South of the Pipeline Corridor and Authorize Advertisement for Bids The project includes installation of lift stations and approximately 10,000 linear feet of sewer lines to route flow along Highway 146 north of the Cedar Bayou Bridge down to East District Wastewater Treatment Plant. The project begins at El Chaco Drive and will pick up Bayou Bend, Cedar Bend, and Lincoln Cedars, cross Cedar Bayou Bridge and tie into a large 21 -inch force main. The cost estimate is $1,750,000. In order to direct this flow to East District in a timely manner, this project is timed to be completed at the same time the East District Plant Expansion 950323 - 12 Minutes for Regular Session - March 23, 1995 is completed. Council Member Byford moved to approve the plans and specifications and to authorize the advertisement for bids. Council Member Escontrias seconded the motion. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None Consent Agenda Council considered the consent agenda as follows: a. Proposed Resolution No. 1242 authorizes additional time to make a final determination regarding the annual filing of FCC Form 1205 establishing regulated equipment and installation costs submitted by TCI Cablevision of Texas, Inc. ( "TCI ") in order to ascertain the reasonableness of the rates charged to subscribers for such equipment and services. On January 27, 1994, the City of Baytown, by Ordinance Number 6909, adopted regulations regarding the procedure the City of Baytown would utilize in analyzing costs of the regulated equipment and services of the franchised cable companies. Such ordinance allows council by resolution to invoke additional periods of time in order to make a final determination regarding the reasonableness of the submitted information. TCI submitted Form 1205 on March 2, 1995, however, the City of Baytown has been unable to review its submission; therefore, the additional ninety (90) days should give administration and council enough time to adequately review TCI's submission. We recommend approval. b. Proposed Ordinance No. 950323 -12 authorizes final payment to Iseler Demolition, Inc. for Cedar Bayou Water Tower Dismantling in the amount of $20,200. A Change Order in the amount of $1,500 was issued. All work has been completed and inspected. We recommend approval. 950323 - 13 Minutes for Regular Session - March 23, 1995 C. Proposed Ordinance No. 950323 -13 approves Change Order No. 3 for the housing rehabilitation project at 2012 Georgia in the amount of $1,464. Change Order No. 1 authorized the installation of 2,000 square feet of decking to the roof, and Change Order No. 2 facilitated the proper installation of sheetrock throughout the structure. Change Order Nos. 1 and 2 totaled $1,844.38. Change Order No. 3 will allow the contractor to install insulation throughout the attic, and allow the contractor to bring several other items in the dwelling up to code. Change Order No. 3 brings the total contract price to $22,691.90. We recommend approval. d. Proposed Ordinance No. 950323 -14 approves Change Order No. 2 for the housing rehabilitation project at 2203 Alabama in the amount of $1,472. The original contract amount was $18,275. Change Order No. 1 for the amount of $1,433.57 authorized the adaption from a non - handicap to a handicapped accessible home. The owner endured a severe stroke and will have special needs for the balance of her life. Change Order No. 2 will allow the contractor to install plywood decking for the roofing of the home, as well as approximately 1,800 square feet of attic insulation. Change Order No. 2 brings the contract price to $21,180.57. We recommend approval. e. Proposed Ordinance No. 950323 -15 authorizes payment to Texas Municipal League for deductibles on liability insurance coverage for $60,000. The ordinance will authorize additional payment to TML above the $36,000 budgeted to cover deductibles for the City's four policies, general liability and auto liability which have $10,000 deductible per claim, and law enforcement liability and errors and omissions liability that carry $25,000 deductible per claim. The past two budget years have not exceeded the deductible amount estimated. However, due to increases in claims which are to be partially processed or settled during this fiscal year, an additional $60,000 will be required. We recommend approval. 950323 - 14 Minutes for Regular Session - March 23, 1995 f. Proposed Ordinance No. 950323 -16 authorizes a lease purchase payment to IBM for hardware and software in the amount of $65,182.20. Hardware and software for the operating systems at City Hall and the Police Department were purchased in December 1990 and February 1991. This is a five -year lease /purchase from IBM. The price includes an on -site service plan for the term of the lease. We recommend approval. g. Proposed Ordinance No. 950323 -17 approves a contract with Thos. Y. Pickett and Company, Inc. in the amount of $20,000 for the Baytown Industrial District appraisals. The City of Baytown contracts with T.Y. Pickett to provide the valuations of properties in the City of Baytown Industrial Districts and provide general advice on the planning for the impact of any pollution control exemptions granted by TNRCC. This contract is for the calendar year beginning January 1, 1995. We recommend approval. h. Proposed Ordinance No. 950323 -18 amends Chapter 16, "Junk and Junkyards." This ordinance amends the Code of Ordinances Section 16 -15 "Definitions" Subsection (b), which defines automotive wrecking and salvage yards. Currently such definition only encompasses those lots or tracts of land within the city on which automotive vehicles are stored for the purpose of disassembling, dismantling or otherwise wrecking such automotive vehicles to extract parts therefrom for sale or for use in an automotive repair or rebuilding business. However, Chapter 16 of the Code of Ordinances has been consistently applied to more than just automotive repair or rebuilding businesses. The City requires every vehicle storage facility regardless of its purpose to be enclosed by a six foot opaque fence. This proposed ordinance will clarify any ambiguities contained in the present ordinance and is consistent with the current application of the existing ordinance. We recommend approval. ,, i. Proposed Ordinance No. 950323 -19 authorizes an agreement with the Baytown Family Y.M.C.A. for a Youth Summer Recreation Program in the amount of $14,910. The contractual agreement became necessary two years ago when a full -time city staff position 950323 - 15 Minutes for Regular Session - March 23, 1995 was eliminated. The last two years the City has had a contract with the YMCA for a summer recreation program which has been very successful. The YMCA has the available resources, including vans for transporting participants and an outreach coordinator, who will be the front line supervisor of the programs. The agreement includes three programs: Tennis Little League, A Day In The Park, and a Special Population Program (working with physically challenged). The Parks and Recreation Board reviewed the contract at their board meeting on March 16 and recommend approval. We recommend approval. j. Proposed Ordinance No. 950323 -20, amends Ordinance No. 6673 relating to the annexation of the Cracker Barrel Old Country Store on IH -10 to attach an additional exhibit of the metes and bounds description of the area annexed. The Cracker Barrel supplied the City with the metes and bounds description of the area to be annexed, which was incorporated into Ordinance No. 6673; however, such description only included the roadway around the restaurant and store, not the facility itself. The attachment to be included by this proposed ordinance is the metes and bounds description of the property on which the restaurant and store lie. The service plans, the minutes of the council meetings regarding the annexation of such area, as well as all maps included in the U.S. Department of Justice submission clearly indicate that at the time of the passage of Ordinance No. 6673, Council intended to annex the site of the Cracker Barrel Old Country Store. Furthermore, such was the intent of the Cracker Barrel. The attorney for Cracker Barrel has indicated that the company has no objection to this amendment or to the issuance of tax statements for the tax years 1994 and 1995, as the restaurant is receiving municipal services. We recommend approval. k. Proposed Ordinance No. 950323 -21 authorizes a refund of 1994 taxes for Sobrante Funding LTS PRTSP C/O Tejas Testing Tech. in the amount of $1,482.31. This refund is a result of a settlement of a HCAD lawsuit which decreased the appraised value. We recommend approval. 950323 - 16 Minutes for Regular Session - March 23, 1995 I. Proposed Ordinance No. 950323 -22 repeals Section 3 of Ordinance No. 3727 relating to participation of the City of Baytown in the supplemental death benefits fund. Prior to Texas Municipal Retirement System providing the supplemental death benefit for retirees, the City carried insurance /death benefit for retirees in the amount of $3,000. When this benefit became part of the TMRS system, it provided a $2,500 death benefit for retirees. In order to maintain the existing level of coverage, the City elected by adoption of this ordinance to supplement the TMRS benefit by an additional $500. The TMRS death benefit for retirees has been increased to $5,000, thus eliminating the need for the City's additional contribution We recommend approval. M. Consider rejecting bids for Sanitary Sewer Rehabilitation by Cured -in- Place Pipe or Fold and Form Pipe and authorize advertisement for bids. Specifications for this project were not adequate and a low bidder could not be established fairly. Therefore, we recommend rejecting the bids and rebidding the contract with a revised bid form. Two bids were received. We recommend approval. Council Member Pruett moved for adoption of the consent agenda. items "a" through "m." Council Member DonCarlos seconded the motion. Council Member DonCarlos inquired if the City would have the authority to extend its ordinance making powers beyond the city limits with reference to junkyards. The City Attorney responded that he would research that question. With regard to TCI Cable filings, the City of Baytown has one year to make a final determination on each form filed. The vote follows: Ayes: Council Members Benavides, Byford, Escontrias, Hinds, DonCarlos, and Pruett Mayor Alfaro Nays: None 950323 - 17 Minutes for Regular Session - March 23, 1995 RESOLUTION NO. 1242 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS, AUTHORIZING ADDITIONAL TIME TO MAKE A FINAL DETERMINATION REGARDING THE DETERMINATION OF REGULATED EQUIPMENT AND INSTALLATION COSTS SUBMITTED BY TCI CABLEVISION OF TEXAS, INC., (TCI) ON FCC FORM 1205; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. ORDINANCE NO. 7271 AN ORDINANCE AUTHORIZING FINAL PAYMENT OF THE SUM OF TWENTY THOUSAND TWO HUNDRED AND NO /100 DOLLARS ($20,200.00) TO ISELER DEMOLITION, INC., FOR THE CEDAR BAYOU WATER TANK DEMOLITION; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -12) ORDINANCE NO. 7272 AN ORDINANCE AUTHORIZING CHANGE ORDER NO. 3 WITH NEW INNOVATION FOR HOUSING REHABILITATION PROJECT #93 -03 AT 2012 GEORGIA; AUTHORIZING PAYMENT BY THE CITY OF BAYTOWN, THE SUM OF ONE THOUSAND FOUR HUNDRED SIXTY -FOUR AND NO /100 DOLLARS ($1,464.00); MAKING OTHER PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -13) ORDINANCE NO. 7273 AN ORDINANCE AUTHORIZING CHANGE ORDER NO. 2 WITH PALTON CONSTRUCTION FOR HOUSING REHABILITATION PROJECT #93 -04 AT 2203 ALABAMA; AUTHORIZING PAYMENT BY THE CITY OF BAYTOWN, THE SUM OF ONE THOUSAND FOUR HUNDRED SEVENTY -TWO AND NO /100 DOLLARS ($1,472.00); MAKING OTHER PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -14) 950323 - 18 Minutes for Regular Session - March 23,1995 ORDINANCE NO. 7274 AN ORDINANCE AUTHORIZING THE PAYMENT OF SIXTY THOUSAND AND NO/100 DOLLARS ($60,000.00) TO TEXAS MUNICIPAL LEAGUE AS THE COST FOR DEDUCTIBLES ON LIABILITY INSURANCE COVERAGE; MAKING OTHER PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -15) ORDINANCE NO. 7275 AN ORDINANCE AUTHORIZING THE PAYMENT OF SIXTY -FIVE THOUSAND ONE HUNDRED EIGHTY -TWO AND 20!100 DOLLARS ($65,182.20) TO IBM AS THE COST FOR THE LEASE PURCHASE OF HARDWARE, SOFTWARE AND SERVICE PLAN FOR SYSTEMS AT CITY HALL AND THE POLICE DEPARTMENT; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -16) ORDINANCE NO. 7276 AN ORDINANCE AUTHORIZING AND DIRECTING THE CITY MANAGER TO EXECUTE AND THE CITY CLERK TO ATTEST TO A CONTRACT WITH THOS. Y. PICKETT & COMPANY, INC., FOR ASSESSING EVALUATIONS OF PROPERTIES WITHIN BAYTOWN INDUSTRIAL DISTRICTS; AUTHORIZING PAYMENT BY THE CITY OF BAYTOWN, THE SUM OF TWENTY THOUSAND AND NOI100 DOLLARS ($20,000.00); MAKING OTHER PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -17) 950323 - 19 Minutes for Regular Session - March 23, 1995 ORDINANCE NO. 7277 AN ORDINANCE OF THE CITY OF BAYTOWN, TEXAS, AMENDING CHAPTER 16 "JUNK AND JUNKYARDS," ARTICLE II "JUNKYARDS AND AUTOMOTIVE WRECKING AND SALVAGE YARDS," SECTION 16 -15 "DEFINITIONS: SUBSECTION 16 -15(B) OF THE CODE OF ORDINANCES OF THE CITY OF BAYTOWN; PROVIDING A REPEALING CLAUSE; CONTAINING A SAVINGS CLAUSE; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -18) ORDINANCE NO. 7278 AN ORDINANCE AUTHORIZING AND DIRECTING THE CITY MANAGER TO EXECUTE AND THE CITY CLERK TO ATTEST TO A CONTRACT WITH THE BAYTOWN FAMILY YMCA FOR YOUTH SUMMER RECREATION PROGRAMS; AUTHORIZING PAYMENT BY THE CITY OF BAYTOWN, THE SUM OF FOURTEEN THOUSAND NINE HUNDRED TEN AND NO /100 DOLLARS ($14,910.00); AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -19) ORDINANCE NO. 7279 AN ORDINANCE AMENDING ORDINANCE NO. 6673 PASSED ON JUNE 24, 1993, BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS, RELATING TO THE ANNEXATION OF THE CRACKER BARREL OLD COUNTRY STORE ON INTERSTATE 10 AT GARTH ROAD TO ATTACH AN ADDITIONAL EXHIBIT TO THE SAME; PROVIDING A REPEALING CLAUSE; CONTAINING A SAVINGS CLAUSE AND PROVIDING EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -20) 950323 - 20 Minutes for Regular Session - March 23, 1995 ORDINANCE NO. 7280 AN ORDINANCE DETERMINING THAT THE PAYMENT OF TAXES BY SOBRANTE FUNDING LTS PRTSP C/O TEJAS TESTING TECH ON ACCOUNT NUMBER 115 - 568 -000 -0003 FOR THE TAX YEAR 1994 WAS EXCESSIVE; APPROVING A REFUND OF THE OVERPAYMENT OF ONE THOUSAND FOUR HUNDRED EIGHTY - TWO AND 311100 DOLLARS ($1,482.31); AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -20) ORDINANCE NO. 7281 AN ORDINANCE REPEALING SECTION 3 OF ORDINANCE NO. 3727 PASSED ON DECEMBER 14,1983, BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS, RELATING TO PARTICIPATION OF THE CITY OF BAYTOWN IN THE SUPPLEMENTAL DEATH BENEFITS FUND; PROVIDING A REPEALING CLAUSE; AND PROVIDING EFFECTIVE DATE THEREOF. (Proposed Ordinance No. 950323 -21) Consider Appointment to Growth Management & Development Advisory Commission This appointment will be made at a future meeting. City Manager's Report Economic Development Foundation The City Manager, Mike Shields, Director of the Economic Development Foundation, and Conrad Magourik, Chairman of the Economic Development Foundation Board, plan to visit with the Texas Department of Commerce on Tuesday to make the department aware of the Baytown/West Chambers County Economic Development Foundation and the wide area covered by that foundation. Industrial District Committee Industrial District Committee has met once and will meet again next week. 950323 - 21 Minutes for Regular Session - March 23, 1995 Special Olympics The Special Olympics has been scheduled for Saturday, April 1, 1995, with twenty teams registered and 350 individuals participating. The event will be held at Ross Sterling High School, and Mayor Alfaro will make the opening remarks. Comments from Mayor Alfaro Baytown Police Citizens' Banquet Mayor Alfaro commended everyone involved with the Baytown Police Citizens' Banquet. League of Women Voters The League plans to hold a forum on March 28, 1995, at Lee College in Tucker Hall beginning at 7:00 p.m. The City Manager, the School Superintendent, and Dr. Sasser will be on the program. Comments from Council Brownwood Cleanup Council Member Escontrias reminded those in attendance that the cleanup of Crystal Bay in Brownwood is scheduled for Saturday. Sign up for that event begins at 8:00 a.m. Adjourn As there was no further business to be transacted, the meeting was adjourned. 2,4� )a. Eileen P. Hall, City Clerk min utes103- 23 -95. rg r d HUGGINS STREET SANITARY SEWER PROJECT HUD Pro'cct # B- 93 -MC-48 -0033 Horseshoe Const., Inc. Pas -Ke Construction Kinsel Industries Inc. Bid Item Bid Unit Unit Extension Unit Extension Unit Extension uantit Price Price Price 1. 12" PVC pipe, SDR 26 n��. 4i•�� 1540 L.F. 33.33 51,328.20 45.63 70,270.20 45.00 69,300.00 2. 12" PVC pipe, SDR 26, augered 480 L.F. 45.00 21,600.00 59.23 28,430.40 45.00 21,600.00 3, l2" PVC pipe, SDR 26, cement stab. sand 120 L.F. 60.00 7,200.00 77.53 9,303.60 71.00 8,520.00 4. Tic -in to existing MH 2 EA. 500.00 1,000.00 297.69 595.38 790.00 1,580.00 �. Construct san. sever MH, all depths 8 EA. 1000.00 8,000.00 1243.41 9,947.28 1380.00 11,040.00 6. Ccmcnt stab. sand as requircti, 2 sacks 120 TON 18.00 2,160.00 15.74 1,888.80 12.00 1,440.00 7. Rmv /rpl cone. alleys, streets, da•'s (6" depth) 150 S.Y. 55.00 8,250.00 32.64 4,896.00 33.00 4,950.00 8. Rnty /rpl cone. sidc«•alk (4" depth) i �� i1• �8 770 S.Y. 45.00 34,650.00 21.85 1b,824.50 27.00 20,790.00 9. Rmv side«�alk; instl WC ramp (4" dcptl�) 13 EA. 400.00 5,200.00 400.63 5,208.19 610.00 7,930.00 10. Rcplacc 6" concrete curb 100 L.F. 10.00 1,000.00 3.54 354.00 8.20 820.00 11. Rcplacc concrete curb &gutter 100 L.F. 20.00 2,000.00 7.09 709.00 23.00 2,300.00 12. Install grate inlet 1 EA. 1200.00 1,200.00 394.74 394.74 760.00 760.00 13. Instl 12" PVC pipe und. street in exist. grate 35 L.F. 100.00 3,500.00 36.15 1,265.25 86.00 3,010.00 14. Trench shoring R safety 1000 L.F. 0.02 20.00 2.38 2,380.00 0.10 100.00 I5. Seeding of areas disturbed by ���ork 1 L.S. 1000.00 1,000.00 4264.48 4,264.48 1600.00 1,600.00 16 Well pointing, as required 100 L.F. 1.00 100.00 5.13 513.00 25.00 2,500.00 TOTAL BASE BID 148 208.20 157 244.82 158 240.00 MASSEY TOMPKINS ROAD PAVING AND DRAINAGE IMPROVEMENTS PHASE III JOB NO. 91 -3036 ITEM 1. Angel Brothers 2. Beyer Constnrctlon, Inc. 3. Brown 3 Root NO. ITEM QUANTITY UNIT Unit Price Total Unit Price Total Unit Price 7ota1 1. 2' Schedule 40 PVC Conduit for Traffic Control Wiring at Fire Station 80 L.F. b9.0o 5720.00 515.00 31,200.00 59.00 b720.00 2. 3' Schedule 40 PVC Conduit for Traffic Control wring at Fire Station 80 LF. 11.00 880.00 20.00 1,600.00 14.00 1,120.00 3. Electrical Pull Boxes for TratiEc Control Wiring at Flre Statian 3 Each 200.00 600.00 400.00 1,200.00 300.00 900.00 4. White 8 Yelbw ThemtoplasUc Pavement Markngs, Type A or B, Fumished 8 Applied for Striping, Stop Bars, Clear Zones, CIP 5,200 S.F. 2.00 10,400.00 2.00 10,400.00 2.80 14,560.00 5. White Thermoplasilc Pavement Markings, Type A or B, Fumished 8 Applied for Traffic Symbols 'Arrows' & 'Only', CIP 12 Each 100.00 1,200.00 100.00 1,200.00 96.00 1,152.00 ti. Furnish 8 Install 4' Square Type I -C Pavement Markers 220 Each 3.50 770.00 3.50 770.00 4.50 990.00 7. Furnish 8 Insta[I 4' Square Type, II- AA Pavement Markers 540 Each 3.50 1,890.00 3.50 1,890.00 4.50 2,430.00 8. Traffic Control Signs, Fumished & Installed for Completed Project, CIP 8 Each 125.00 1,000.00 200.00 1,600.00 200.00 1,600.00 9. Traffic Control Devices Required to Maintain Traffic ConUol During Lump Construction, CIP 1 Sum 3,000.00 3,000.00 25,000.00 25,000.00 91,000.00 91,000.00 10. Clear 8 Grub Right of Way, CIP 6.85 Acre 14,000.00 95,900.00 6,000.00 41,100.00 2,800.00 t9,180.00 11. Remove by Milting Top 1'/z' of Ex(sttng Asphaltic Surface &Deliver to Owner at Specified Site, CIP 20,590 S.Y. 1.10 22,649.00 0.90 18,531.00 0.59 12,148.10 12. Remove a Portlon of Existing Asphalt b Base Material � Deliver to Designated Site, CIP 1,000 C.Y. 7.00 7,000.00 3.90 3,900.00 4.60 4,600.00 13. Roadway Excavation Induding Remaining Asphalt � Base Material, CIP 15,650 C.Y. 5.10 79,815.00 5.50 86,075.00 3.00 46,950.00 lA ITEM i. Angel Brothers 2. Beyer Construction, Inc. 3. Brown b Root NO. ITEM QUANTITY UNIT Unit Price Total Unit Price Total Unit Price Total 14. Remove Otd Concrete Structures, Cut Rebar to 2' of Surface &Deliver lump to Baytown Marina Site All Sum $4,500.00 54,500.00 3,000.00 3,000.00 x2,400.00 52,400.00 15. Remove Oid Concrete Drives, Cut Rebar to 2' Irom Surface 8 Deliver to Baytown Marina Site 970 S.Y. 7.00 6,790.00 3.50 3,395.00 4.30 4,171.00 16. Remove Old Concrete PEpe, Crush & Deliver to Baytown Marina Site 3,300 L.F. 6.00 19,800.00 7.50 24,750.00 4.50 14,850.00 17. Remove &Dispose of any Transits Pipe Not left In Place to a Lawful Lump Manner Ap Sum 1,000.00 1,000.00 3,200.00 3,200.00 1,600.00 1,600.00 18. Removing &Relocating Roadway Lump Signs, Mailboxes 8� Traffic Signs All Sum 4,000.00 4,000.00 500.00 500.00 2,800.00 2,800.00 19. Furnish, Erect 8 Maintain Project Sign 8 Remove &Dispose of Upon Lump Project Completion, CIP All Sum 550.00 550.00 650.00 650.00 620.00 620.00 20. Seeding Right of Way for Erosion Control by Ferti {ization 8 Seeding Method, CIP 2 Acre 960.00 1,920.00 650.00 1,300.00 390.00 780.00 21. CemenUSand Slurry to Fill 8 Plug Abandoned Unes Under Railroad Right of Way, CIP 5 C.Y. 150.00 750.00 250.00 1,250.00 480.00 2,400.00 22. 6' SDR 26 PVC Gravity Sanitary Sewer, All Cuts, CIP 90 LF. 12.00 1,080.00 13.00 1,170.00 18.00 1,620.00 23. 8' SDR 26 PVC Gravity Sanitary Sewer, All Cuts, CIP 3,850 LF. 15.00 57,750.00 13.50 51,975.00 17.00 65,450.00 24. 10' SDR 26 PVC Gravity Sanitary Sewer, Atl Cuts, CIP 4,100 LF. 19.00 77,900.00 16.80 68,880.00 27.00 110,700.00 25. 12' SDR 26 PVC Gravity Sanitary Sewer, Atl Cuts, CIP 1,750 LF. 23.00 40,250.00 19.00 33,250.00 29.00 50,750.00 26. 12 SDR 26 PVC Gravity Sanitary Sewer, Angered Construction, No Casing, CIP 270 LF. 33.00 8,910.00 54.00 14,580.00 56.00 15,120.00 27. Deleted 2A ITEM 1. Angel Brothers 2. Beyer Construction, Inc. 3. Brown &Root NO. ITEM QUANTITY UNIT Unit Price Total Unll Price Total Unit Prtoe Total 28. Sanitary Sewer Manholes all Depths, CIP 35 Each $800.00 $28,000.00 $760.00 526,600.00 31,000.00 $35,000.00 29. Transter Sanitary Sewer Service from Abandoned Une to New Une, CIP 59 Each 300.00 17,700.00 210.00 12,390.00 340.00 20,060.00 30. 8' Sanitary Sewer Plug, CIP 1 Each 100.00 100.00 20.00 20.00 30.00 30.00 31. 10' Sanitary Sewer Plug, CIP 1 Each 125.00 125.00 30.00 30.00 40.00 40.00 32. Remove Sanitary & t3TE Manholes 2 feet Below Subgrade 8 Fill with Cement Stabilized Sand, CIP 20 Each 300.00 6,000.00 180.00 3,600.00 290.00 5,800.00 33. Plug Existing 10' Sanitary Sewer at Barkatou Road, CIP t Each 200.00 200.00 50.00 50.00 1,100.00 1,100.00 34. Plug Existing 12' Sanitary Sewer at Station 4 +40, CIP 1 Each 250.00 250.00 60.00 60.00 1,100.00 1,100.00 35. 4' Sanitary Sewer Cieanout, CIP 1 Each 250.00 250.00 170.00 170.00 230.00 230.00 36. 6' Sanitary Sewer Cieanout, CIP 1 Each 275.00 275.00 180.00 180.00 250.00 250.00 37. Connection of New 12' Gravity Sanitary Sewer to Uft Station Wel Lump Well en North Matn Street, CiP All Sum 500.00 500.00 315.00 315.00 1,100.00 1,100.00 38. 6' Schedule 40 PVC Wye Cieanout at Station 10 +88, CIP 1 Each 300.00 300.00 170.00 170.00 280.00 280.00 39. 12' AWWA C900, Class 150 OR18 PVC Water Une, CIP 4,600 LF. 25.00 115,000.00 22.00 101,200.00 23.00 105,800.00 40. 12' AWWA C900, Class 150 DR18 PVC Water Une w /18' Uner by Tunnel Construction, CIP 100 LF. 108.00 t0, 800.00 200.00 20,000.00 220.00 22,000.00 41. 12' D.I. Mechanical Joint 45' Bend, CIP 4 Each 250.00 1,000.00 150.00 600.00 390.00 1,560.00 42. 12'x 12'x 6' D.I. Mechanical Joint Tee, CIP 1 Each 350.00 350.00 180.00 180.00 510.00 510.00 43. 12' Mechanical Joint x 6' Flange D.I. Tee, CIP 17 Each 375.00 6,375.00 225.00 3,825.00 570.00 9,690.00 3A l ITEM 1. Angel Brothers 2. Beyer Construction, Inc. 3. Brown &Root NO. ITEM QUANTITY UNIT Unit Price Total Unit Price Total Unit Pace Total 44. 12'x 12'x 8' D.I. Mechanical Joint Tea, CIP 5 Each 5375.00 51,875.00 190.00 950.00 5530.00 2,650.00 45. 12' Sleet Watertlne Offsets, ASTM A53, Grade B, Schedule 40, Pfpe 8 Flttings, Epoxy Coated Outside per AWWA C210 ar C213, CIP 2 Each 1,500.00 3,000.00 3,400.00 6,800.00 4,100.00 8,200.00 46. 12' Gate Valve wNalve Box, Mechanical Joint, CIP 5 Each 850.00 4,250.00 840.00 4,200.00 1,060.00 5,300.00 47. 6' Gate Valve wNalve Box, Mechanical Joint, CIP 1 Each 350.00 350.00 320.00 320.00 330.00 330.00 48. 6' date Valve Mechanical Joint x Flange, CIP 17 Each 350.00 5,950.00 320.00 5,440.00 330.00 5,610.00 49. 8' Gate Valve wNalve Box, Mechanical Joint, CIP 3 Each 450.00 1,350.00 460.00 1,380.00 360.00 1,080.00 50. 8'x 6' D.I. Mechanical Joint Tee, CIP 1 Each 150.00 150.00 120.00 120.00 230.00 230.00 51. 12' Plug, CIP 1 Each 125.00 125.00 160.00 160.00 130.00 130.00 52. Flre Hydrant 4' Bury, Mechanical Joint, CIP 17 Each 850.00 14,450.00 960.00 16,320.00 1,100.00 1,100.00 53. Connect ExlsUng 12' to New 12' at Station 5 +21.80 Mechanical Joint Lump Fittings, CIP 1 Sum 1,000.00 1,000.00 210.00 210.00 1,100.00 1,100.00 54. Connect Existing 6' to New 12' at Station 16+45 Mechanical Joint Lump FltUngs, CIP 1 Sum 1,000.00 1,000.00 630.00 630.00 640.00 640.00 55. Connect Existing 8' to New 12' at Barkalau Road Mechanical Joint Lump Fittings, CIP 1 Sum 1,000.00 1,000.00 680.00 680.00 810.00 810.00 56. Connect Existing 8' to New 12' at Chapparal Orive Mechanics! Joint Lump Fittings, CIP 1 Sum 1,000.00 1,000.00 680.00 680.00 810.00 810.00 57. Connect ExlsUng 8' to New 12' at Station 49 +25 (F!o!d Verify) Lump Mechanical Joint Fittings, CIP 1 Sum 1,000.00 1,000.00 680.00 680.00 810.00 810.00 4 A ITEM 1. Angel Brothers 2. Beyer Construction, Inc. 3. Brown 8 Root NO. ITEM QUANTITY UNIT Unit Price Totaf Unit Price Total Unit Price Total 58. Connect Exlstlng 8' to New 12' at Singleton Road Mechanical Joint Lump Fittings, CIP 1 Sum 51,000.00 51,000.00 5680.00 5680.00 5810.00 3810.00 59. Adjust Valve on 30' BAWA Une at Lump Statlon 3235 833' RT, CIP 1 Sum 200.00 200.00 130.00 130.00 500.00 500.00 60. 8' AWWA C900 Class 150 DR18 PVC Waterline, CIP 200 LF. 5.00 1,000.00 16.00 3,200.00 21.00 4,200.00 61. 6' AWWA C900 Class 150 DR18 PVC Waterline, CIP 200 L.F. 5.00 1,000.00 14.00 2,800.00 17.00 3,400.00 62. Transfer Water Services from Abandoned Maln to New Maln Fer Side, GIP 32 Each 300.00 9,600.00 840.00 26,880.00 470.00 15,040.00 63. Transfer Water Services from Abandoned Main to New Main Near Side, CIP 27 Each 185.00 4,995.00 290.00 7,830.00 280.00 7,560.00 64. Miscellaneous Mechanical Jolnl D.I. Fittings as Raqulrod, CIP 1 Ton 500.00 500.00 1,500.00 1,500.00 2,800.00 2,800.00 65. 42' Diameter Steei Split Casing for Existing 30' Diameter BAWA Olfford Hill Pressure Pipe Waterline, CIP 55 LF. 165.00 9,075.00 175.00 9,625.00 150.00 8,250.00 66. 12' RCP, ASTM C•76, Class III, �' Wall B, T 8 Q, All Depths, CIP 70 L.F. 24.00 1,680.00 25.00 1,750.00 35.00 2,450.00 67. 15' RCP, ASTM C -76, Class III, Wall B, T 8 D, All Depths, CIP 570 LF. 25.00 14,250.00 27.00 15,390.00 40.00 22,800.00 68. 18' RCP, ASTM C -76, Class III, Wall B, T 8 0, Atl Depths, CIP 150 LF. 29.50 4,425.00 22.00 3,300.00 41.00 6,150.00 69. 24' RCP, ASTM C -76, Class III, Wall B, T 8 Q, All Depths, CIP 1,550 L.F. 38.00 58,900.00 36.00 55,800.00 43.00 66,650.00 70. 30' RCP, ASTM C•76, Class III, Wall B, T 8 D, All Depths, CIP 560 L.F. 42.50 23,800.00 47.00 26,320.00 45.00 25,200.00 71. 36' RCP, ASTM C -76, Class III, Wall 8, T 8 Q, All Depths, CIP 410 L.F. 60.00 24,600.00 63.50 26,035.00 68.00 27,880.00 72. 42' RCP, ASTM C -76, Class III, Wall B, T 8 O, Ap Depths, CIP 520 LF. 74.00 38,480.00 81.00 42,120.00 87.00 45,240.00 5A ITEM 1. Angel Brothers 2. Beyer Constroctlon, Inc. 3. Brown b Root NO. ITEM QUANTITY UNIT Unit Price Totat Unit Price Total Unit Price Tolal 73. 48' RCP, ASTM C -76, Class III, Wall B, T 8� G, Aq Depths, CIP 250 LF. 588.00 522,000.00 $89.00 522,250.00 5100.00 525,000.00 74. 54' RCP, ASTM C -76, Class III, Wall B, T & G, Atl Depths, CIP 490 L.F. 106.00 51,940.00 106.00 51,940.00 120.00 58,800.00 75. 60' RCP, ASTM C -76, Class III, Wali B, T & G, All Depths, CIP 840 LF. 129.00 108,360.00 130.00 109,200.00 140.00 117,600.00 76. 72' RCP, ASTM C•76, Class III, Wall B, T & G, Atl Depths, CIP 70 L.F. 177.00 12,390.00 177.00 12,390.00 230.00 16,100.00 77. 72' CMP Storm Sewer, Asphalt Dipped 8 Paved Invert, CIP 30 L.F. 130.00 3,900.00 130.00 3,900.00 170.00 5,100.00 78. Connect New 30' RCP !n Place of Exlsting 36' RCP Into the HCFCD CMP, CIP 1 Each 2,000.00 2,000.00 240.00 240.00 1,700.00 1,700.00 79. 5 x 5 ASTM C -789 Box Sewer Including Beddng 8 Backfill, CIP 710 LF. 139.00 98,690.00 150.00 106,500.00 140.00 99,400.00 80. 4 x 3 ASTM C -789 Box Sewer Irtduding Bedding 8 Badtfitl, CIP 14 LF. 125.00 1,750.00 112.00 1,568.00 120.00 1,680.00 81. 15' RCP 6:1 Safety End Treatment Type C (perpendicular }, CIP 4 Each 450.00 1,800.00 320.00 1,280.00 660.00 2,640.00 82. 24' RCP 6:1 Safety End Treatment Type C (perpendcular }, CIP 3 Each 600.00 1,800.00 500.00 1,500.00 930.00 2,790.00 83. Gement Stabilized Sand for Miscellaneous Use, CIP 1,500 Ton 10.25 15,375.00 15.00 22,500.00 8.50 12,750.00 84. Trench Safety System as Requlred by OSHA for Deplhs Over 5' up to ' 13', CIP 16,000 LF. 0.25 4,000.00 1.00 16,000.00 0.40 6,400.00 85. Well Pointing as Required to Rewater Trench, CIP 200 LF. 15.00 3,000.00 20.00 4,000.00 23.00 4,600.00 86. Storm Sewer Manhole, All Pipe Sizes, CIP 24 Each 1,200.00 28,800.00 1,340.00 32,160.00 900.00 21,600.00 87. Storm Sewer Manhole, w/Bolted Water Ttght Ud, CIP 1 Each 1,700.00 1,700.00 1,340.00 1,340.00 1,200.00 1,200.00 88. Junction Box No. 1 wlManhole Top, CIP 1 Ench 11,000.00 11,000.00 16,000.00 16,000.00 8,000.00 8,000.00 6A ITEM 1. Angst Brothers 2. Beyer Construction. Inc. 3. Brown &Root NO. ITEM QUANTITY UNIT Unit Price Total Unit Price Total Unit Price Total 89. Junction Box No. 2 w/Manhole Top CIP 1 Each $3,500.00 53,500.00 55,800.00 S5,800.00 31,000.00 31,000.00 90. Junction Box No. 3 w/Manhole Top CIP 1 Each 17,500.00 17,500.00 26,000.00 26,000.00 12,000.00 12,000.00 91. Junction Box No. 4 wlManhole Top Clp 1 Each 3,500.00 3,500.00 650.00 650.00 490.00 490.00 92. 5' Standard Curb Inlet, CIP 2 Each 1,200.00 2,400.00 900.00 1,800.00 1,000.00 2,000.00 93. 5' Modified Curb Inlet w /Open Back, CIP 4 Each 1,500.00 6,000.00 930.00 3,720.00 1,100.00 4,d00.00 94. T Standard Curb Inlet, CIP 11 Each 1,500.00 16,500.00 1,320.00 14,520.00 1,400.00 15,400.00 95. 7' Modified Curb Inlet w /Open Badc, CIP i Each 2,000.00 2,000.00 1,350.00 1,350.00 1,800.00 1,800.00 96. Type B -B Inlet, CIP 13 Each 1,100.00 14,300.00 980.00 12,740.00 1,200.00 15,600.00 97. Modified Type B -B Inlet, CIP 3 Each 1,500.00 4,500.00 1,000.00 3,000.00 1,200.00 3,600.00 98. Grate Inlets, CIP 5 Each 800.00 4,000.00 530.00 2,650.00 840.00 4,200.00 99. 36' 30 deg. RCP Bend, ASTM C•76, Class III, Wall B, Tls<G, CIP 2 Each 600.00 1,200.00 630.00 1,260.00 660.00 1,320.00 100. 4' Thick 51ope Pa�(ng, CiP 230 S.Y. 31.00 7,130.00 52.00 11,960.00 24.00 5,520.00 101. 18' Thick Rip Rap for Work Done at the Dtorm Sewer Outfali into the HCFCD, CIP 60 S.Y. 35.00 2,100.00 36.00 2,160.00 41.00 2,460.00 102. Class D HMAC for Constructing 8 Matntalning Temporary Roadway, CIP 1,500 Ton 10.00 15,000.00 40.00 60,000.00 34.00 51,000.00 103. Crushed Umestone for Base for Temporary Roadway, CIP 3,500 Ton 8.00 28,000.00 23.40 81,900.00 20.00 70,000.00 104. MC30 Pdme Coat far Temporary Roadway Constructlon (0.25 - 0.35 GaUSY), CIP 500 Gal 1.00 500.00 2.00 1,000.00 1.40 700.00 105. Type B Commercial Ume Slurry or Type A Hydrated Ume for Subgrade Stabilization (38 Ib1SY}, ClP 700 Ton 91.00 63,700.00 90.00 63,000.00 91.00 113,700.00 A ITEM NO. ITEM QUANTITY UNIT 1. Angel Brothers 2. Beyer Construction, Inc. 3. Brown &Root Unit Price 31.40 Tolal 351,058.00 Unit Price Total Unit Price Total 106. Mixing & CompactJng 6' Ume Stabilized Subgrade, CIP 36,470 S.Y. 31.00 536,470.00 1.30 47,411.00 107. 8' Reinforced Concrete Pavement, CIP 35,050 S.Y. 19.70 690,485.00 21.20 743,060.00 20.00 701,000.00 108. 6' Concrete Curb, CIP 10,310 L.F. 1.60 16,496.00 1.50 15,465.00 1.90 19,589.00 109. 5' Reinforced Concrete Drives, CIP 3,300 S.Y. 23.00 75,900.00 20.00 66,000.00 22.00 72,600.00 110. Concrete Pavement Headers, CIP 380 L.F. 4.00 1,520.00 2.00 760.00 4.30 1,634.00 111. Handicapped Type 1 Ramps, CIP 4 Each 400.00 1,600.00 750.00 3,000.00 390.00 1,560.00 GRANO TOTAL 52.266,148.00 32,394,719.00 52,444,835.10 8A MASSEY TOMPKINS ROAD PAVING AND DRAINAGE IMPROVEMENTS PHASE III JOB NO. 91 -3036 ITEM 4. HUBCO, Inc. 5. Texas - Sterling 6. Kinsel Industries, Inc. NO. ITEM QUANTITY UNIT Unit Price Total Unit Price Total Unit Price Total 1. 2' Schedule 40 PVC Conduit for Traffic Control Wiring at Fire Station 80 L.F. $12.00 $960.00 $15.00 $1,200.00 $20.25 $1,620.00 2. 3' Schedule 40 PVC Conduit for Traffic Control Wiring at Fire Station 80 L.F. 14.00 1,120.00 20.00 1,600.00 20.75 1,660.00 3. Electrical Puil Boxes for Traffic Control Wiring at Fire Station 3 Each 1,000.00 3,000.00 500.00 1,500.00 500.00 1,500.00 4. White 8 Yellow Thermoplastic Pavement Ma►Wmgs, Type A or B, Furnished &Applied for Striping, Stop Bars, Clear Zones, CIP 5,200 S.F. 2.00 10,400.00 2.00 10,400.00 2.00 10,400.00 5. White Thermoplastic Pavement MarWrtgs, Type A or B, Furnished 8 Applied for Tra1Gc Symbols 'Arrows' 8 'Only', CIP 12 Each 110.00 1,320.00 100.00 1,200.00 240.00 2,880.00 6. Furnish &Install 4' Square Type I -C Pavement Markers 220 Each 3.25 715.00 4.00 880.00 2.00 440.00 7. Furnish 8 Install 4' Square Type, II- AA Pavement Markers 540 Each 3.25 1,755.00 4.00 2,160.00 2.05 1,107.00 8. Traffic Control Signs, Furnished 8 Installed for Completed Project, CIP 8 Each 125.00 1,000.00 150.00 1,200.00 240.00 1,920.00 9. Traffic Control Devices Required to Maintain Traffic Control During Lump Construction, CIP 1 Sum 7,500.00 7,500.00 50,000.00 50,000.00 68,000.00 68,000.00 10. Clear 8 Grub Right of Way, CIP 6.85 Acre 4,000.00 27,400.00 10,000.00 10,000.00 4,500.00 30,825.00 11. Remove by Milling Top 1 ��,' of Existing Asphaltic Surface 6 Deliver to Owner at Specified Site, CiP 20,590 S.Y. 1.50 30,885.00 1.00 20,590.00 1.15 23,678.50 12. Remove a Portion at Existing Asphalt 8 Base Material &Deliver to Designated Sife, CIP 1,000 C.Y. 7.50 7,500.00 5.00 5,000.00 7.Q0 7,000.00 13. Roadway Excavation Including Remaining Asphalt &Base Material, CIP 15,650 C.Y. 4.50 70,425.00 5.00 78,250.00 7.10 111,115.00 16 ITEM 4. HUBCA, Inc. 5. Texas - Sterling 6. Kinsel Industries, Inc. NO. ITEM QUANTITY UNIT Unil Price Total Unit Price Total Unit Price Total 14. Remove O!d Concrete Structures, Cut Rebar to 2' of Surface &Deliver Lump to Baytown Marina Site All Sum 312,000.00 512,000.00 310,000.00 510,000.00 55,200.00 35,200.00 15. Remove Old Concrete Drives, Cut Rebar to 2' from Surface ✓� Deliver to Baytown Marina Sile 970 S.Y. 3.00 2,910.00 10.00 9,700.00 2.15 2,085.50 16. Remove Old Concrete Pipe, Crush 8 Deliver to Baytown Marina Site 3,300 L.F. 4.00 13,200.00 6.00 19,800.00 8.50 28,050.00 17. Remove &Dispose of any Transits Pipe Not Left in Place in a lawful Lump Manner Atl Sum 1,000.00 1,000.00 3,000.00 3,000.00 2,200.00 2,200.00 18. Removing &Relocating Roadway lump Signs, Mailboxes 8 Traffic Signs All Sum 1,500.00 1,500.00 2,000.00 2,000.00 5,000.00 5,000.00 19. Furnish, Erect 6 Maintain Project Sign 8 Remove &Dispose of Upon Lump Protect Completion, CIP AIt Sum 500.00 500.00 600.00 600.00 550.00 550.00 20. Seeding Right of Wny ter Erosion Control by FeNllzaUon & Sewing Method, CIP 2 Acre 950.00 1,900.00 1,000.00 2.000.00 1,000.00 2,000.00 21. Cement/Sand Slurry to Fill 8 Plug Abandoned Unes Under Railroad Right of Way, CIP 5 C.Y. 185.00 925.00 100.00 500.00 160.00 800.00 22. 6' SDR 26 PVC Gravity Sanitary Sewer, A!I Cuts, CIP 90 LF. 14.00 1,260.00 16.00 1,440.00 22.70 2,043.00 23. 8' SDR 26 PVC Gravity Sanitary Sewer, All Cuts, CIP 3,850 LF. 18.00 69,300.00 18.00 69,300.00 20.50 78,925.00 24. 10' SDR 26 PVC Gravity Sanitary Sewer, All Cuts, CIP 4,100 L.F. 19.75 80,975.00 20.00 82,000.00 21.65 88,765.00 25. 12' SOR 26 PVC Gravity Sanitary Sewer, A(I Cuts, CIP 1,750 L.F. 20.50 35,875.00 23.00 40,250.00 17.40 30,450.00 26. 12 SDR 26 PVC Gravity Sanitary Sewer, Angered Construction, No Casing, CIP 270 LF. 40.00 10,800.00 75.00 20,250.00 41.00 11,070.00 27. Deleted 2B �� ITEM 4. HUBCO, Inc. 5. Texas - Sterling 6. Klnsel Industries, Inc. NO. ITEM QUANTITY UNIT Unit Price Total Unil Price Total Unll Price Total 28. Sanitary Sewer Manholes ell Depths, CIP 35 Each 5950.00 533,250.00 x1,400.00 549,000.00 E970.00 533,950.00 29. Transfer Sanitary Sewer SeMce from Abandoned Une to New Une, CIP 59 Each 700.00 41,300.00 300.00 17,700.00 210.00 12,390.00 30. 8' Sanitary Sewer Plug, CIP 1 Each 55.00 55.00 50.00 50.00 25.00 25.00 31. 10' Sanitary Sewer Plug, CIP 1 Each 65.00 65.00 50.00 50.00 35.00 35.00 32. Remove Sanitary &GTE Manholes 2 feet Below Subgrade � FEII with Cement Stabilized Sand, CIP 20 Each 175.00 3,500.00 300.00 6,000.00 265.00 5,300.00 33. Plug Existing 10' Sanitary Sewer at Barkalou Road, CIP 1 Each 70.00 70.00 200.00 200.00 400.00 400.00 34. Plug Existing 12' Sanitary Sewer at Station 4 +40, CIP 1 Each 75.00 75.00 200.00 200.00 530.00 530.00 35. 4' Sanitary Sewer Cleanout, CIP 1 Each 225.00 225.00 200.00 200.00 300.00 300.00 36. 6' Sanitary Sewer Cleanout, CIP 1 Each 250.00 250.00 250.00 250.00 400.00 400.00 37. Connection of New 12' Gravity Sanitary Sewer to Ult Stntlon Wet Lump Well on North Main Street, CIP All Sum 1,700.00 1,700.00 1,000.00 1,000.00 1,250.00 1,250.00 38. 6' Schedule 40 PVC Wye Cleanout at Station 10 +88, CIP 1 Each 250.00 250.00 300.00 300.00 450.00 450.00 39. 12' AWWA C900, Class 150 DR18 PVC Water Une, CIP 4,600 L.F. 22.00 101,200.00 24.00 110,400.00 20.70 95,220.00 40. 12' AWWA C900, Class 150 DR18 PVC Water Une w /18' Uner by Tunnel Construction, CIP 100 L.F. 230.00 23,040.00 250.00 25,000.00 130.60 13,060.00 41. 12' D.I. Mechanical Joint 45' Bend, CIP 4 Each 150.00 600.00 300.00 1,200.00 275.00 1,100.00 42. 12'x 12'x 6' 0.1. Mechanical Joint Tee, CIP 1 Each 300.00 300.00 400.00 400.04 400.00 440.00 a3. 12' Mechanical Joint x 6' Flange D.I. Tee, CIP 17 Each 350.00 5,950.00 500.40 8,500.00 450.00 7,650.00 3 6 ITEM 46 4. HUBCO, Inc. 5. Texas - Sterling 6. Klnsel Industries, Inc. NO. ITEM QUANTITY UNIT Unit Price Total Unil Price Totat Unit Price Total 44. 12'x 12'x 8' D.I. Mechanical Joint Tee, CIP 5 Each $350.00 $1,750.00 $400.00 $2,000.00 5420.00 52,100.00 45. 12' Steel Waterline Offsets, ASTM A53, Grade B, Schedule 40, Pipe & Fillings, Epoxy Coated Outside per AWWA C210 or C213, CiP 2 Each 8,500.00 17,000.00 4,000.00 8,000.00 3,640.00 7,280.00 46. 12' Gate Valve wNalve Box, Mechanical Joint, ClP 5 Each 925.00 4,625.00 900.00 4,500.00 775.00 3,875.00 47. 6' Gate Valve wNalve Box, Mechanical Joint, CIP 1 Each 375.00 375.00 300.00 300.00 275.00 275.00 48. 6' Gate Valve Mechanical Joint x Flange, CIP 17 Each 375.00 6,375.00 300.00 5,100.00 280.00 4,760.00 49. 8' Gate Valve wNalve Box, Mechanical Joint, CIP 3 Each 500.00 1,500.00 400.00 1,200.00 400.00 1,200.00 50. 8'x 6' D.1. Mechanical Joint Tee, CIP 1 Each 175.00 175.00 250.00 250.00 230.00 230.00 51. 12' Plug, CIP 1 Each 100.00 100.00 100.00 100.00 100.00 100.00 52. Fire Hydrant 4' Bury, Mechanical Joint, CIP 17 Each 900.00 15,300.00 1,000.00 17,000.00 1,000.00 17,000.00 53. Connect Existing 12' to New 12' at Station 5 +21.80 Mechankal Joint Lump Fittings, CiP 1 Sum 550.00 550.00 1,000.00 1,000.00 400.00 400.00 54. Connect Existing fi' to New 12' at Station 16 +45 Mechanical Joint Lump Fittings, CIP 1 Sum 525.00 525.00 1,000.00 1,000.00 350.00 350.00 55. Connect Existing 8' to New 12' at Barlcalou Road Mechanical Joint Lump Fittings, CIP 1 Sum 525.00 525.00 1,000.00 1,000.00 650.00 650.00 56. Connect Existing 8' to New 12' at Chapparal Drive Mechanical Joint Lump Fittings, CIP 1 Sum 525.00 525.00 1,000.00 1,000.00 650.00 fiS0.00 57. Connect Existing 8' to New 12' at Station 49 +25 (Field Verifyj lump Mechanical Joint Fittings, CIP 1 Sum 525.00 525.00 1,000.00 1,000.00 450.00 450.00 46 ITEM 4. HUBCO, Inc. 5. Texas - Slerling 6. Kinsel Industries, Inc. NO. ITEM QUANTITY UNIT Unit Price Totai Unit Price Total Unit Price Total 58. Connect Existing 8' to New 12' at Singleton Road Mechanical .hint Lump Fittings, CIP 1 Sum $525.00 $525.00 $1,000.00 31,000.00 $1,000.00 $1,000.00 59. Adjust Valve on 30' BAWA Une at Lump Station 32 +35 8 33' RT, CIP 1 Sum 800.00 800.00 6,000.00 6,000.00 500.00 500.00 60. 8' AWWA C900 Class 150 DR18 PVC Waterline, CIP 200 LF. 19.75 3,950.00 24.00 4,800.00 13.50 2,700.00 61. 6' AWWA C900 Class 150 DR18 PVC Waterline, CIP 200 L.F. 17.00 3,400.00 23.00 4,600.00 11.00 2,200.00 62. Transfer Water Services from Abandoned Main to New Main Far Slde, CIP 32 Each 430.00 13,760.00 600.00 19,200.00 390.00 12,480.00 63. Transfer Water Services from Abandoned Main to New Maln Near Side, CIP 27 Each 350.00 9,450.00 300.00 8,100.00 180.00 4,860.00 64. Miscellaneous MechanlcaJ Jolnt D.I. Fittings as Required, CIP 1 Ton 1,800.00 1,800.00 2,000.00 2,000.00 1,700.00 1,700.00 65. 42' Diameter Steel Spfit Casing tot Existing 30' Diameter BAWA Gifford Hill Pressure Pipe Waterline, CIP 55 L.F. 165.00 9,075.00 150.00 8,250.00 175.00 9,625.00 66. 12' RCP, ASTM C -76, Class III, Wail B, T 8 G, All Depths, CIP 70 LF. 24.00 1,680.00 34.00 2,380.00 33.75 2,362.50 67. 15' RCP, ASTM C -76, Class 111, Wall B, T & G, All Depths, CIP 570 LF. 30.00 17,100.00 35.00 19,950.00 42.90 24,453.00 68. 18' RCP, ASTM C -76, Class III, Wall B, T & G, All Depths, CIP 150 LF. 32.00 4,800.00 42.00 6,300.00 57.25 8,587.50 69. 24' RCP, ASTM C -76, Class III, Wail B, T 8. G, All Depths, CIP 1,550 LF. 38.00 58,900.00 43.00 66,650.00 70.80 109,740.00 70. 30' RCP, ASTM C -76, Class 111, Wall B, T 8 G, All Depths, CIP 560 LF. 50.00 28,000.00 52.00 29,120.00 62.35 34,916.00 71. 36' RCP, ASTM C -76, Class III, Wall B, T & G, All Depths, CIP 410 LF. 71.00 29,110.00 70.00 28,700.00 88.30 36,203.00 72. 42' RCP, ASTM C -76, Class III, Wall B, T & G, A[l Depths, CIP 520 LF. 88.00 45,760.00 80.00 41,600.00 78.20 40,664.00 5 B ITEM 6 B 4. HUBCO, Inc. 5. Texas - Sterling 6. Klnsel Industries, Inc. NO. ITEM QUANTITY UNIT Unit Price Total Unit Price Total Unil Price Total 73. 48' RCP, ASTM C -76, Class III, Wall B, T 8 G, All Depths, CIP 250 L.F. 5103.00 325,750.00 590.00 22,500.00 393.35 $23,337.50 74. 54' RCP, ASTM C -76, Class III, Wall B, T 14 G, Atl Depths, CIP 490 L.F. 120.00 58,800.00 110.00 53,900.00 107.00 52,430.00 75. 60' RCP, ASTM G -76, Class III, Wall B, T 8 G, Atl Depths, CIP 840 L.F. 160.00 134,400.00 140.00 117,600.00 137.00 115,080.00 76. 72' RCP, ASTM C -76, Class III, Wall 8, T & G, All Depths, CIP 70 L.F. 230.00 16,100.00 220.00 15,400.00 222.40 15,568.00 77. 72' CMP Storm Sewer, Asphalt Dipped &Paved Invert, CIP 30 L.F. 230.00 6,900.00 200.00 6,000.00 150.00 4,500.00 78. Connect New 30' RCP in Place of Existing 36' RCP into the HCFCD CMP, CIP 1 Each 500.00 500.00 800.00 800.00 750.00 750.00 79. 5 x 5 ASTM C -789 Box Sewer Including Beddng & Backlill, CIP 710 L.F. 140.00 99,400.00 150.00 106,500.00 164.00 116,440.00 80. 4 x 3 ASTM C•789 Box Sewer Incuding Bedding 8 Badcfill, CIP 14 L.F. 145.00 2,030.00 140.00 1,960.00 173.75 2,432.50 81. 15' RCP 6:1 Safety End Treatment Type C (perpendicular), CIP 4 Each 550.00 2,200.00 400.00 1,600.00 1,800.00 7,200.00 82. 24' RCP 6:1 Safely End Treatment Type C (perpendicular), CIP 3 Each 700.00 2,100.00 500.00 1,500.00 2,400.00 7,200.00 83. Cement Stabilized Sand for Miscellaneous Use, CIP 1,500 Ton 20.00 30,000.00 12.00 18,000.00 12.00 18,000.00 84. Trench Safety System as Required by OSHA for Depths Over 5' up to ' 13', CIP 16,000 L.F. 1.00 16,000.00 0.30 4,800.00 0.05 800.00 85. Well Pointing as Required to Rewater Tronch, CIP 200 L.F. 20.00 4,000.00 25.00 5,000.00 20.00 4,000.00 86. Storm Sewer Manhole, A[I Pipe Sizes, CIP 24 Each 1,000.00 24,000.00 2,000.00 48,000.00 1,050.00 25,200.00 87. Storm Sewer Manhole, w/8olted Water Tight Ud, CIP 1 Each 1,100.00 1,100.00 2,500.00 2,500.00 1,750.00 1,750.00 88. Junction Box No. t w/Manhole Top, CIP 1 Each 15,500.00 15,500.00 14,000.00 14,000.00 11,500.00 11,500.00 6 B ITEM 4. HUBCO, Inc. 5. Texas - Sterling 6. Kinsel Industries, Inc. NO. ITEM QUANTITY UNIT Unit Price Total Unit Price Total Unit Price Total 89. Junction Box No. 2 w/Manhole Top CIP 1 Each $8,000.00 $8,000.00 $1,000.00 $1,000.00 $4,800.00 54,800.00 90. Junction Box No. 3 w/Manhole Top CIP 1 Each 26,000.00 26,000.00 20,000.00 20,000.00 18,800.00 18,800.00 91. Junction eox No. 4 w/Manhole Top CIP 1 Each 1,100.00 1,100.00 800.00 800.00 700.00 700.00 92. 5' Standard Curb Inlet, CIP 2 Each 800.00 800.00 1,200.00 2,400.00 920.00 1,840.00 93. 5' Modified Curb Inlet w /Open Back, CIP 4 Each 850.00 3,400.00 1,500.00 6,000.00 465.00 3,860.00 94. T Standard Curb Inlet, CIP 11 Each 1,250.00 13,750.00 1,500.00 16,500.00 1,485.00 16,335.00 95. 7' Modified Curb Inlet w/Open Back, CIP 1 Each 1,275.00 1,275.00 1,800.00 1,800.00 1,510.00 1,510.00 96. Type B -8 Inlet, CIP 13 Each 850.00 11,050.00 1,400.00 18,200.00 1,000.00 13,000.00 97. Modified Type B -B Inlet, CIP 3 Each 900.00 2,700.00 1,500.00 4,500.00 1,040.00 3,120.00 98. Grate Inlets, CiP 5 Esch 600.00 3,000.00 1,000.00 5,000.00 570.00 2.850.00 99. 36' 30 deg. F1CP Bend ASTM C -76, Class III, Wall B, T 8� G, CIP 2 Each 900.00 1,800.00 1,000.00 2,000.00 600.00 1,200.00 100. 4' Thick Slope Paving, CIP 230 S.Y. 32.00 7,360.00 32.00 7,360.00 35.00 8,050.00 t01. 18' Thick Rip Rap for Work Done at the Dtorm Sewer Outfall into the HCFCD, CIP 60 S.Y. 35.00 2,100.00 35.00 2,100.00 21.00 1,260.00 102. Class D HMAC for Constructing 8 Malntalning Temporary Roadway, CIP 1,500 Ton 35.00 52,500.00 30.00 45,000.00 40.00 60,000.00 103. Crushed Umestone for Base for Temporary Roadway, CIP 3,500 Ton 23.00 80,500.00 15.00 52,500.00 27.50 96,250.00 104. MC30 Pdme Coat for Temporary Roadway Construction (0.25 - 0.35 GaVSY), CIP 500 Gal 0.70 350.00 2.00 1,000.00 2.50 1,250.00 105. Type B Commerdal Lime Slurry or Type A Hydrated Ume for Subgrade S1abElization (38 Ib /SY), CIP 700 Ton 85.00 59,500.00 81.00 56,700.00 89.00 62,300.00 76 ITEM NO, ITEM QUANTITY UNIT 4. HUBCO, Inc. 5. Texas - Slerling 6. Kfnsel Industries, Inc. Unit Price Total Unit Price Total Unit Price Total 106. Mixing 8 Compacting 6' Ume Stabilized Subgrade, CIP 36,470 S.Y. $1.50 $54,705.00 $1.50 $54,705.00 $1.20 $43,764.00 107. 8' Reinforced Concrete Pavement, CIP 35,050 S.Y. 21.00 736,050.00 20.00 701,000.00 21.00 736,050.00 108. 6' Concrete Curb, CIP 10,310 LF. 1.50 15,465.00 1.50 15,465.00 2.75 28,352.50 109. 5' Reinforced Concrete Drives, CIP 3,300 S.Y. 17.00 56,100.00 25.00 82.500.00 22.50 74,250.00 110. Control© Pavement Headers, CIP 380 L.F. 3.00 1,140.00 4.00 1,520.00 2.85 1,083.00 111. Handicapped Type 1 Ramps, CIP 4 Each 400.00 1,600.00 500.00 2,000.00 400.00 1,600.00 GRAND TOTAL $2,465,700.00 $2,477,480.00 $2,611,467.50 8 B q al f3 u cc a.r s.� BAYLAND PARK MARINA IMPROVEMENTS PAVING, DRAINAGE AND UTILITIES JOB NO. 92 -4530 ITEM Angel Brothers Texas - Sterling Ramex Constrvctton NO. ITEM QUANTITY UNIT Unit Prtce Total Unil Price Total Unit Price Tolal 1. Clearing and Grubbing ConslrucUon Site, Complete In Place 2.5 Acre $2,500.00 $6,250.00 $8,000.00 $20,000.00 $8,000.00 520,000.00 2. Excavation Including Roadway, Swales, Channel and Borrow from Site, Including Fill and Compaction, Complete 1n Place 33,100 C.Y. 4.00 132,400.00 4.00 132,400.00 7.00 231,700.00 3. 10'x 6' Precast Box Sewer, ASTM C -789, Complete In Place 116 L.F 411.00 47,676.00 500.00 58,000.00 650.00 75,400.00 4. Concrete, Cast In Place, Headwalls 8� Wingwalis, Complete In Place 50 C.Y. 650.00 32,500.00 500.00 25,000.00 450.00 22,500.00 5. Concrete Traffic Tail Type TS Concrete Barrier on Circulation Channel Crossing, Complete In Place 50 L.F. 160.00 8,000.00 130.00 6,500.00 50.00 2,500.00 6. 15' RCP, ASTM C -76, Class III, Complete In Place 220 LF. 27.00 5,940.00 35.00 7,700.00 28.00 6,160.00 7. 18' RCP, ASTM C -76, Class III, Complete in Place 100 L.F. 29.00 2,900.00 38.00 3,800.00 30.00 3,000.00 8. 24' RCP, ASTM C -76, Class III, Complete 1n Place 20 L.F. 40.00 800.00 50.00 1,000.00 38.00 760.00 9. 30' RCP, ASTM C -76, Class III, Complete to Place 20 L.F. 50.00 1,000.00 52.00 1,040.00 46.00 920.00 10. 15' Safety End Treatment, Complete In Place 4 Each 450.00 1,800.00 400.00 1,600.00 860.00 3,440.00 11. 18' Safety End Treatment, Complete In Place 4 Each 500.00 2,000.00 500.00 2,000.00 880.00 3,520.00 12. 18' CMP, Galvanized or Aluminum with Coupling Bands, Complete In Place 30 L.F. 30.00 900.00 20.00 600.00 40.00 1,200.00 13. 24' CMP, Galvanized or Aluminum with Coupling Bands, Complete In Place 30 L.F. 30.00 900.00 45.00 1,350.00 42.00 1,260.00 ITEM Anget Brothers Texas - Sterling Ramex Construction NO. ITEM QUANTITY UNIT Unit Price Total Unit Price Total Unll Prtce Total 14. 30' CMP, Galvanized or Aluminum with Coupling Bands, Complete to Place 30 LF. ;40.00 51,200.00 546.00 51,380.00 346.1)0 51,380.00 15. Broken Concrete Rip -Rap (minimum 18' deep), Furnished by Owner on- Site, Complete -In -Place 150 S.Y. 20.00 3,000.00 32.00 4,800.00 30.00 4,500.00 16. Grate Inlet, Complete !n Place 2 Each 800.00 1,600.00 1,200.00 2,400.00 1,000.00 2,000.00 17. Storm Manhole, Complete to Place 2 Each 900.00 1,800.00 2.000.00 4,000.00 1,200.00 2,400.00 18. Timber Bent, 0.6 CCA Treatment, Complete In Place 1 Each 650.00 650.00 1,000.00 1,000.00 950.00 950.00 19. 4' Thidc Concrete Sidewalk, Complete fn Place 1,200 S.Y. 21.00 25,200.00 27.00 32,400.00 23.00 27,600.00 20. Concrete Statrvvays as Detailed on the Drawings, Including Hand Rails, Lump Complete !n Place All Sum 18,500.00 18,500.00 15,000.00 15,000.00 13,000.00 13,000.00 21. Ume Slurry (6 %) for Subgrade, Complete to Place 180 Ton 100.00 18,000.00 100.00 18,000.00 95.00 17,100.00 22. Mixing 8 Compacting 6' Stabilized Subgrade, Complete In Place 15,020 S.Y. 1.50 22,530.00 2.00 30,040.00 1.40 21,028.00 23. 10' Cement Stabilized Crushed Stone Base, Complete In Place 509 S.Y. 20.00 10,180.00 16.00 8,144.00 18.00 9,162.00 24. 2' Thick Type 'D', Hot Mix Hot Latd Asphaltic Concrete Surface, Complete to Ptaoe 60 Ton 75.00 4,500.00 70.00 4,200.00 55.00 3,300.00 25. 7' Reinforced Concrete Pavement, Complete In Place 6,350 S.Y. 28.50 180,975.00 23.00 1411,050.00 32.00 203,200.00 26. 6' Reinforced Concrete Pavement, Complete to Place 3,120 S.Y. 26.00 81,120.00 21.00 65,520.00 30.00 93,600.00 27. 5' Reinforced Concrete Pavement, Complete In Place 3,840 S.Y. 24.00 92,160.00 19.00 72,960.00 23.00 88,320.00 28. 6' Concrete Curb, Complete in Place 725 L.F. 2.00 1,450.00 3.00 2,175.00 2.50 1,812.50 29. Special Curb Seaton at Flagpole Site as Detailed an Drawings, Complete to Place 30 L.F. 520.00 5600.00 535.00 51,050.00 350.00 51,500.00 ITEM Angel Brothers Texas - Sterling Ramex Construction NO. ITEM QUANTITY UNIT Unit Price Total Unit Price Total Unit Price Total 30. Cement Stabilized Sand other then Speci(led Bedding & Backfill as Directed by the Engineer 100 Ton 13.00 1,300.00 15.00 1,500.00 16.00 1,600.00 31. White Rellectorized Thermoplastic Type A or B Paint Striping, CIP 1,875 S.F. 2.00 3,750.00 2.00 3,750.00 2.10 3,937.50 32. White Reflectorized Thermoplastic Type A or B Paint for 'Arrows', CIP 3 Each 110,00 330.00 150.00 450.00 110.00 330.00 33. White Reflector(zed Thermoplastic Type A or B Paint for 'Only', CIP 1 Each 110.00 110.00 150.00 150.00 110.00 110.00 34. Yellow Reliectorized TherrnopiasUc Type A or B Paint for Striping, CIP 3,775 S.F. 2.00 7,550.00 2.00 7,550.00 2.10 7,927.50 35. Yellow Refiectorized Thermoplastic Type A or B Paint for Handicapped Parking Symbols en Pavement, CIP 5 Each 400.00 2,000.00 400.00 2,000.00 400.00 2,000.00 36. Rod Retlectorized Thermoplastic Type A or B Paint for Striping for Fire Lanes, CIP 555 S.F. 10.50 5,827.50 11.00 6,105.00 12.00 6,660.00 3i. Traffic Control Signs Including Handicapped as shown on Drawings, CIP 15 Each 120.00 1,800.00 150.00 2,250.00 130.00 1,950.00 38. 4' Square Pavement Markers, Type II A -A, CIP 20 Each 3.25 65.00 4.00 80.00 3.50 70.00 39. 4' Square Yellow Traffic Buttons, Non - Reflective, CIP 20 Each 3.25 65.00 4.40 80.00 3.50 70.00 40. 12' C900 PVC Water Une, CIP 870 LF. 25.00 21,750.00 30.00 26,100.00 23.00 20,010.00 41. 8' C900 PVC Water Une, CIP 855 LF. 18.00 15,390.00 25.00 21,375.00 15.00 12,825.00 42. 6' C900 PVC Water Une, CIP 50 LF. 20.00 1,000.00 24.00 1,200.00 21.00 1,050.00 43. 3' C900 PVC Water Une, CIP 155 L.F. 15.00 2,325.00 20.00 3,100.00 11.00 1,705.00 44. 1'h' Schedule 40 PVC WaterUne, CIP 335 LF. 8.00 2,680.00 18.00 6,030.00 15.00 5,025.00 45. 3/4' Schedule 40 PVC Waterline, CIP 115 LF. 56.00 5640.00 518.00 32,070.00 514.00 51,610.00 46. 12 x 12 Mechanical Joint Teo, CIP 2 Ench 375.00 750.00 500.00 1,000.00 500.00 1,000.00 47. 12 x 6 Mechanical Joint Tee, ClP 3 Each 300.00 900.00 400.00 1,200.00 400.00 1,200.00 ITEM NO. ITEM QUANTITY UNIT Angel Brothers Texas - Sterling Ramex Construction Unit Price Total Unit Price Total Unit Price Total 48. 12 x 8 Mechandal Joint Reducer, CIP 2 Each 175.00 350.00 250.00 500.00 230.00 460.00 49. 12' Gale Valve wNalve Box, Mechanicai Joint, CIP 4 Each 1,000.00 4,000.00 1,000.00 4,000.00 880.00 3,520.00 50. 8' Gate Valve wNalve Box, Mechanical Joint, CIP 3 Each 600.00 1,800.00 600.00 1,800.00 480.00 1,440.00 51. 6' Gate Valve wNalve Box, Mechanical Joint, CIP 7 Each 450.00 3,150.00 400.00 2,800.00 330.00 2,310.00 52. 8 x 6 Mechanical Joint Tee, CIP 3 Each 200.00 600.00 250.00 750.00 240.00 720.00 53. 8 x 8 Mechanical Joint Tee, CIP 1 Each 225.00 225.00 250.00 250.00 250.00 250.00 54. 8 x 3 Mechanical Joint Reducer, CIP 1 Each 175.00 175.00 150.00 150.00 120.00 120.OU 55. 8' Mechanical Jolnt 45' Bend, CIP 3 Each 175.00 525.00 150.00 450.00 160.00 480.00 56. 8' Mechanical Joint 11'/: Bend, CIP 1 Each 175.00 175.00 150.00 150.00 155.00 155.00 57. 12' Mechanical Joint, 11' /: Bend, CIP 1 Each 250.00 250.00 300.00 300.00 280.00 280.00 58. 12' Plug, Mechanical Jolnt, CIP 2 Each 150.00 300.00 150.00 300.00 100.00 200.00 59. 12' Mechanical Joint 45' Bend, CIP 3 Each 250.00 750.00 300.00 900.00 280.00 840.00 60. 3' Mechanical Joint 45' Bend, CIP 2 Each 125.00 250.00 75.00 150.00 60.00 120.00 61. 3' Mechanical Joint 45' Bend, C1P 1 Each 125.00 125.00 75.00 75.00 66.00 66.00 62. 3' x 2' Mechandal Joint Tee, CIP 1 Each 150.00 150.00 100.00 100.00 10.00 10.00 63. 2' 90' Bend, Mechanlcal Joint, CIP 1 Each 60.00 60.00 10.00 10.00 65.00 65.00 64. 2' Gate Valve wNalve Box, Mechanical Joint, CIP 1 Each 250.00 250.00 300.00 300.00 170.00 170.00 fi5. 3' Plug, Mechanical Joint, CIP 1 Each 75.00 75.00 60.00 60.00 24.00 24.00 66. 1'�4' 45° Bend, CIP i Each 550.00 550.00 510.00 510.00 51.50 51.50 67. 1'f,' 90' Bend, CIP 1 Each 50.00 50.00 10.00 10.00 1.10 1.10 68. 1'/i' 11'/: Bend, CIP 1 Each 50.00 50.00 10.00 10.00 1.50 1.50 69. 1'h' Piug, CIP i Each 25.00 25.00 10.00 10.00 1.50 1.50 ITEM NO. ITEM QUANTITY UNIT Angel Brothers Texas - Steriing Ramex Construclton Unit Price Total Unit Price Total Unit Price Total 70. Fire Hydrant, 5' Bury, Mechanclal Joint, CIP 7 Each 950.00 6,650.00 1,200.00 8,400.00 1,200.00 8,400.00 71. 3' x 1' /i Tee, CIP 2 Each 50.00 100.00 10.00 20.00 4.50 9.00 72. 1'h' x 314' Tee, CIP 3 Each 25.00 75.00 10.00 30.00 2.50 7.50 73. 314' 90° Bend, CIP 1 Each 25.00 25.00 10.00 10.00 0.40 0.40 74. 1'h' x 314' reducer, CIP 1 Each 25.00 25.00 10.00 10.00 0.75 0.75 75. 314' Hose Bibb, CIP 2 Each 75.00 150.00 50.00 100.00 20.00 40.00 76. Water Meter, CIP i Each 5,750.00 5,750.00 20,000.00 20,000.00 3,500.00 3,500.00 77. Ume (3 %) for Subgrade, CIP 108 Ton 85.00 9,180.00 100.00 10,800.00 95.00 10,260.00 77a. Flyash (9%) for Subgrade, CIP 322 Ton 35.00 11,270.00 40.00 12,880.00 35.00 11,270.00 78. 6' SOR 35 PVC Gravity Sanitary Sewer Line, CIP 240 L.F. 12.00 2,880.00 25.00 6,000.00 16.00 3,840.00 79. ti' SDR 26 PVC Force Main, CIP 225 L.F. 11.00 2,475.00 16.00 3,600.00 11.00 2,475.00 80. 6' SDR 26 PVC Force Main, w /12' Steel Casing, CIP 120 L.F. 30.00 3,600.00 35.00 4,200.00 38.00 4,560.00 81. 4' SDR 26 PVC Force Main, CIP 686 L.F. 11.00 7,546.00 15.00 10,290.00 10.00 6,860.00 82. 4' SDR 26 PVC Force Maln, w /10' Stee; Casing, CIP 44 L.F. 28.00 1,232.00 34.00 1,496.00 34.00 1,496.00 83. 2' SDR 26 PVC Force Maln, CIP 750 L.F. 8.00 6,000.00 13.00 9,750.00 10.00 7,500.00 84. 4' SDR 26 PVC Casing, CIP 130 L.F. 7.00 910.00 22.00 2,860.00 16.00 2,080.00 85. Sanitary Sewer Manhole, CIP 2 Each 1,000.00 2,000.00 2,000.00 4,000.00 1,100.00 2,200.00 86. Duplex Grinder Pump Lift Station, CIP All Lump Sum 40,000.00 40,000.00 25,000.00 25,000.00 18,000.00 18,000.00 87. 6'x 3' SDR 26 PVC TeA, CIP 1 Each 125.00 125.00 60.00 60.00 180.00 180.00 88. 6' SDR 26 PVC 11' /.° Bend, CIP 2 Each 3100.00 E200.00 E50.00 E100.00 E125.00 E250.00 89. 6'x 4' SDR 26 PVC Reducer, CIP 1 Each 100.00 100.00 50.00 50.00 115.00 115.00 90. 6' Plug, CIP 2 Each 75.00 150.00 30.00 60.00 42.00 84.00 91. 4' SDR 26 PVC 11'/.' Bend, CIP 1 Each 75.00 75.00 40.00 40.00 92.00 92.00 92. 4' Plug, CIP 1 Each 75.00 75.00 20.00 20.00 27.00 27.00 ITEM QUANTITY UNIT Angel Brothers Texas - Sterling Ramex Conslruotlon Unil Price Total Unit Price Total Unit Price Total 93. 4'z 4' SDR 26 PVC Tee, CIP 1 Each 100.00 100.00 30.00 30.00 145.00 145.00 94. 3'x 2' Reducer, CIP 1 Each 75.00 75.00 10.00 10.00 3.00 3.00 95. 2' 22'fi' Bend, CIP 1 Each 50.00 50.00 10.00 10.00 2.00 2.00 96. Type III BaMcade, CIP 1 Each 500.00 500.00 500.00 500.00 550.00 550.00 97. Flexbeam Guard Rail, CIP 100 L.F, 17.50 1,750.00 24.00 2,400.00 22.00 2,200.00 98. Tum Down Units for Flexbeam Guard Rail, CIP 2 Each 500.00 1,000.00 600.00 1,200.00 500.00 1,000.00 99. Nautical Aluminum Flagpole, 35' Exposed Length w/Yard 8 GaH, Foundation &Sleeve per Manufacturers Recommendation, w /all Halyards, Pulleys, 8� Cleats, CIP 1 Each 3,000.00 3,000.00 5,000.00 5,000.00 3,000.00 3,000.00 100. Fire Water Stand Pipe w/4 Siamese Connections Including Piping Connection to Fire Water Supply & Lump to Marina Docks, CIP AIt Sum 14,000.00 14,000.00 15,000.00 15,000.00 10,000.00 10,000.00 101. Electrical (or Marina Induding Wiring, Conduit, Switch Gear, LJght Lump Fixtures 8 Standards, CIP All Sum 95,000.00 95,000.00 95,000.00 95,000.00 90,000.00 90,000.00 102. Sanitary Sewer Dockside Pumping System Hose Real, Piping to Collection System, 8 Foundation, Lump CIP All Sum 8,700.00 8,700.00 10,000.00 10,000.00 12,000.00 12,000.00 BASE BID 31,012,966.50 31,018,110.00 31,145,674.75 Add Altemale Bld Items 1. Sodding for Erosion Control, CIP 960 S.Y. 2.20 2,112.00 3.Q0 2,880.00 2.50 2,400.00 2. Hydromulch Seeding, CIP 2.5 ACfA 3900.00 32,250.Q0 31,200.00 x3,000.00 31,000.00 32,500.00 3. � Fuel Storage Tank Endosure w /10' Wide Double Leal Gate b 8' Hlgh Lump Masonry Watl, CIP A[I Sum 10,000.00 10,000.00 10,000.00 10,000.00 26,000.00 26,000.00 4. Marina Fueling Statlon Equipment, Irtduding Dispensers, Storage Tanks, Pumps, Hoses, Fuel Lump Management Equipment, CIP AIt Sum 75,000.00 75,000.00 85,000.00 85,000.00 110,000.00 110,000.00 ITEM Angel Brothers Texas - Sterling Ramex Construction NO. ITEM QUANTITY UNIT Unit Price Tolal Unit Price Total Urtit Price Total 5. Fuel &Vapor Recovery Piping Between Storage, Fill 8 Dispensing Lump Area, CIP All Sum 40,000.00 40,000.00 42,000.00 42,000.00 30,000.00 30,000.00 G. Yellow Reflectotized Thermoptaslic Type A or B Paint for 'No Parking on Pavement at Fuel Storage Area, Lump CIP Ap Sum 250.00 250.00 300.00 300.00 220.00 220.00 GRAND TOTAL $1,142,578.50 $1,161,290.00 $1,316,794.75