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Home My WebLink AboutPACKET JAN 19 2010 RICH WITH OPPORTUNITY [111EA, ( T • E • X - A - S REGULAR MEETING OF THE CITY COUNCIL COUNCIL CHAMBERS JANUARY 19, 2010 1:30 P.M. CONSENT AGENDA * Approval of minutes * Confirmation of committee appointments Tim Gaddis would be appointed to the Small Business Revolving Loan Board. The term would commence January 19, 2010 and expire January 18, 2012. (Councilmember Nancy Beaulieu) Reverend James Harley would be appointed to the Community Development Advisory Committee. The term would commence January 19, 2010 and expire January 18, 2012. (Councilmember W.L. Pate, Jr.) Jon Reaud would be appointed as Chairman of the Community Development Advisory Committee. The term would commence January 19, 2010 and expire January 18, 2011. (Mayor Becky Ames) Vertress C. Slack would be reappointed to the Convention and Tourism Advisory Board. The current term would expire October 29, 2011. (Councilmember Gethrel Williams-Wright) Bill Bianchi would be reappointed to the Convention and Tourism Advisory Board. The current tern would expire October 27, 2011. (Councilmember Audwin M. Samuel) Molly J. Dahm would be reappointed to the Convention and Tourism Advisory Board. The current term would expire October 23,2010. (Councilmember Audwin M. Samuel) Dolor LaBiche would be reappointed to the Historic Landmark Commission. The current term would expire October 29, 2011. (Mayor Becky Ames) Ethelyn Jenkins would be reappointed to the Historic Landmark Commission. The current term would expire January 15, 2012. (Mayor Becky Ames) Adrienne Lee would be reappointed to the Library Commission. The current term would expire January 7, 2012. (Councilmember Audwin M. Samuel) A) Authorize the City Manager to execute a contract for the Loeb Steel Ground Storage Tank Rehabilitation Project A RICH WITH OPPORTUNITY r T - E • x • A • S City Council Agenda Item TO: City Council FROM: Kyle Hayes, City Manager PREPARED BY: Dr. Hani J. Tohme, Water Utilities Director MEETING DATE: January 19, 2010 REQUESTED ACTION: Council approval of a resolution authorizing the City Manager to execute a contract for the Loeb Steel Ground Storage Tank Rehabilitation Project. RECOMMENDATION Administration recommends approval of a contract with M K Painting, Inc. of Wyandotte, Michigan, in the amount of$127,000.00 to furnish and install all labor, materials, and equipment to replace the exterior clear coat of the existing five million gallon Loeb Steel Ground Storage Tank. Additionally, the project will furnish all labor, materials, and equipment to install approximately 475 linear feet of 6-inch box style radius gutter with 10 down spouts and splash pads and to repaint all yard piping, valves, conduits, booster pumps, and well pump including surface preparation. The project was designed by Schaumburg and Polk, Inc. and Dunham Engineering with an Engineer's estimate for the project of$225,000. The type of work on this project is of a speciality nature. The out of state contractor has shown to the City Staff a due diligence in trying to obtain MBE participation. However, to date the contractor's attempts have not been successful. BACKGROUND The Loeb Ground Storage Tank was constructed in 1960. The exterior and/or interior of the tank has been rehabilitated six times since it was placed in service. The most recent rehabilitation (2001) included structural repairs and painting of the interior and exterior of the tank. The clear coat on the tank has severely deteriorated and must be replaced to extend the service life of the paint. This Contract is recommended for approval by the City Manager and the Water Utilities Director. BUDGETARY IMPACT Funds for the project are available in the Capital Program. BID TABULATION CITY OF BEAUMONT JEFFERSON COUNTY,TEXAS LOEB STEEL GROUND STORAGE TANK REHABILITATION BID OPENING DATE: THURSDAY,DECMEBER 17,2009 N K Painting,Inc R&R Enterprises,L.L.C. Corrosion Eliminators,Inc A&W Industrial.Inc. Masten,Texas,Inc. 4157 Seventh Street 215 East Wells Blvd, 1002 Hwy 337 2 Gum Valley Circle 5514 Easthampton Drive Wyandotte,MI 48192 Sapulpa,OK 74066 Post Orr—Box 1546 Longview,Texas 73602 Houston,Texas 77419 Item Qty Unit Description 734.28&5861 p 511.622.4862 f 91&271.2659 p 918.5124731 f Mineral Wei1s,Texas 76068 903.757.7244 p 903.757.7857 f 281390.3200 p 281590.3234 f 940.325.8450 940,325.0502 Unit Price Item Total Unit Price Item Total Unit Price Item Total Unit Price Item Total Unit Price Item Total 1. I LS Mobilization cost, including payment bond, performance bond, $2,000.0(1 $2,000.00 $10,000,00 $10,000.00 $2,500.00 $2,500.00 $3,300.00 $3,300.00 $3,500.00 $3,500.00 Insurance,and moving equipment to project,NOT TO EXCEED 3% OF TOTAL PROJECT BIDS,all in strict accordance with plans and ifications for, 2. 1 LS Fumish and install all labor,materials,end equipment to repaint the 582,000.00 582,000.00 $75,315.36 575,315.36 5101,124.00 $]01,124.00 5108,487.00 $108,487.00 $1(4,900.00 $t 14,900.00 existing 5,000,000-gallon Loeb Steel Ground Storage Tank including Abrasive Blast Clean the entire exterior surface of the tank, repainting the exterior surface of the tank as required in the Technical Specifications Summary of Work(SW),replacement of vent screens,restore she to its preconstructed condition or better including sodding and surface restoration and fence replacement all in strict accordance with the Contract Documents, Technical Specifications and Drawings,for TOTAL BASE BID ITEMS 584,000.00 $85,315.361 $103,624.00 $111,781.00 $118,400.00 ADDITIVE BID ITEMS 3. 1 LS Furnis all labor,material and equipment to install approximately $38,000.00 $38,000.00 $27,025.00 $27,025.00 $46,444.00 $46,444.00 $9,500.00 $9,500.00 $36,200.fl0 $36,200.00 h 475 LF of 6"Box Style Radius Gutter including ten(I0)4"by 4" down spouts including hold down brackets,concrete splash pads, surface preparation and painting all in strict accordance with the tans and specifications for, 4. 1 LS Furnish all labor,material and equipment to repaint all yard piping, $5,000.00 $5,000.00 $6,500.00 $6,500.00 $8,800.00 $5,800.00 $8,200.00 $8,200.00 $4,500.00 $4,500.00 valves,conduits,booster pumps and well pump including surface preparation.Yard piping includes approximately 196LP of 24"DI piping,65LF of 16"DI pipe and 75LF of 12"DI pipe.Painting and surface preparation shall be in strict accordance with the plans and specifications for TOTAL ADDITIVE ITEMS 543,000.00 $33,525.00 ' $55,244.00 $11,700.00 $40,700.00 Bonding Company Inforaration YES YES YES YES YES Bid Bond YES YES YES YES YES Qualification Statement/Financial Statement YES YES YES YES YES Non-Collusion Affidavit YES YES YES YES YES Acknowledge Addendum No.1.3 YES YES YES YES YES •Discrepancy is written versus number/written used "Failed to acknowledge Addendum 3;therefore,Additive Bid Item not included in Bid. ••'Total Base Bid included Additive Items in total '+++Total Base Bid included Additive Items in total d£8id Tabulation.xlsSid Tabularion 17,'132009 10,17 AM Page 1 i I BID TABULATION CITY OF BEAUMONT JEFFERSON COUNTY,TEXAS LOEB STEEL GROUND STORAGE TANK REHABILITATION BID OPENING DATE: THURSDAY DECMEBER 17 2009 Sleet Painters Teak Pro,Inc. N.G.Painting,lac L.C.United Paiatitig,Company J.N.A.Painting Co.,Inc. Post Office Boa 22738 5500 Watermelon Road 313 Mlll Run 3525 Barbara Drive Post OBke Box 26048 Beaumont,Terse 77705 Northport,AL 35473 Kemllte,Tessa 78028 Sterling Haighu,Mkhigao 48310 Batnmore,MD 21224 Item Qty Unit Description 409.&42.6060 p 409.8416062 f 205.750.0444 p 205.750.0464 f 830.2575940 p 830.792.4969 f 586.9791855 p 58079.8053 f 410.285.7350 p 410185.7796 f Unit Price Item Total Unit Price Item Total Unit Price Item Total Unit Price Item Total Unit Price Item Total I. 1 LS Mobilization cost, including payment bond, performance bond $4,753.00 44,753.00 $3,500.00 $3,500.00 $1,000,00 $1,000.00 $5,000.00 $5,000.00 $4,500.00 $4,500,00 insurance,and moving equipment to pmject,NOT TO EXCEED 3 OF TOTAL PROJECT BIDS,all in strict accordance with plans an specifications for, 2. 1 LS Furnish and install all labor,materials,and equipment to repaint $114,553.00 $114,553.00 $116,695.00 5116,695.00 $132,000.00 $132,000.00 $137,000.00 $137,000.00$149,150.00 $149,150.00 existing 5,000,000-gallon Loeb Steel Ground Storage Tank inciudin Abrasive Blast Cleats the entire exterior surface of the tank repainting the exterior surface of the tank as required in th Technical Specifications Summary of Work(SW),replacement o vent screens,restore site to its preconstructed condition or bette including sodding and surface restoration and fence replacement al in stria accordance with the Contract Documents, Technics Specifications and Drawings,for TOTAL BASE BID ITEMS $119,306 00 $120.19s.00 $133,000.001 $142,000.001 $153,650.00 ADDITIVE BID ITEMS IT LS Furnish all labor,material and equipment to install approximate) $37,853.00 $37,853.00 $46,971.00 $46,971.00 $40,000.00 $40,000.00 $33,000.00 $33,000.00 536,400.00 $36,400.00 475 LF of 6"Box Style Radius Gutter including ten(10)4"by 4" down spouts including hold down brackets,concrete splash pads surface preparation and painting all in strict accordance with tiu lens and specifications for 4. 1 LS Furnish all labor,material and equipment to repaint all yard piping $6,053.00 $6,053.00 $10,751.00 $10,751.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $3,000.00 53,000.00 valves,conduits,booster pumps and well primp including surf preparation.Yard piping includes approximately 196LF of 24"D piping,65LF of 16"DI pipe and 75LF of 12"DI pipe.Painting WX surface preparation shall be in strict accordance with the plans an specifications for TOTAL ADDITIVE ITEMS $43,906,00 $57,722.00 555,000.00 $48,000.00 $39,400.00 Bonding Company information YES YES YES YES YES Bid Barad YES YES YES YES YES Qualification StatemenUFinancial Statement YES YES YES YES YES Non-Collusion Affidavit YES YES YES YES YES Acknowledge Addendum No.1-3 YES YES I YES YES YES "Discrepancy is written versus number/written used Failed to acknowledge Addendum 3;therefore,Additive Bid Item not included in Bid. ***Total Base Bid Included Additive Items in total •'+"Total Base Bid included Additive Items in total df Bid Tabu6dmxlsBmd Tabuiatiw 12/182009 10:17 AM Page 2 BID TABULATION CITY OF BEAUMONT JEFFERSON COUNTY,TEXAS LOEB STEEL GROUND STORAGE TANK REHABILITATION BID OPENING DATE: THURSDAY,DECMEBER 17,2009 Cmtnl Tank Cowing Tri-State Coatings Charter Centraeting Corp. Superior Indr,;trhl Maintenance Co. 19736 Cable Avenue 16258 190th Street 468 Park Drive 4801 Stough Road Elgin,IA 52141-8134 Wadean,MN 56482 Post OIBce Box 535 Concord,NC 28027 Item Qty Unit Description 563A265967 p 563.4265641 f 21&631.2033p 218.631.1138f Campbell,OB 44405 704.795.0001 p 704.795.0008 f 330.7533205 330.7552209 t Unit Prioe Item Total tUnitPM�cL Item To tal Unit Price Item Total r$6.00O.00 Item Total 1. 1 LS Mobilization cost, including payment bond, performance bon $6,500.00 $6,500.00 00 $5,500.00 $5,000.00 55,000.00 $6,000.00 insurance,and moving equipment to project,NOT TO EXCEED 3^/OF TOTAL PROJECT BIDS,all in strict accordance with plans en s ecifications for,2. t LS Furnish and Install all labor,materials,and equipment to repaint $175,000.00 $175,00000 $180,000.00 $180,000.00 $195,000.00 $195,000.00 $187,000.00 existing 5,000,000-gallon Loeb Steel Ground Storage Tank includin Abrasive Blast Clean the entire exterior surface of the tan repainting the exterior surface of the tank as required in flu Technical Specifications Summary of Work(SW),replacement o vent screens,restore site to its prxonstructed condition or bew including sodding and surface restoration and fence replacement al in strict accordance with the Contract Documents, Technic Specifications and Drawings,for TOTAL BASE BID ITEMS $381,500.00 $185,5N.001 $200,000.001 $193,000.00 ADDITIVE BID ITEMS 3. 1 LS Furnish all labor,material and equipment to install approximatel $36,500.00 536,500.00 $65,000.00 565,000.00 $20,000.00 $20,000.00 $43,960.00 $43,960.00 475 LF of 6"Box Style Radius Gutter including tea(10)4"by 4 down spouts including hold down brackets,concrete splash pads surface preparation and painting all in strict accordance with the Tans and specifications for, 4. 1 LS Furnish all labor,material and equipment to repaint all yard piping $10,000.00 $10,00000 $20,000.00 $20,000.00 $39,400.00 $39,400.00 valves,conduits,booster pumps and well pump including surfarA preparation.Yard piping includes approximately 196LF of 24" piping,65LF of 16'DI pipe and 75LF of 12"DI pipe.Painting an surface preparation shall be in strict accordance with the plans an specifications;for, TOTAL ADDITIVE ITEMS $46,500.00 «« $65,000.00 ««« $40,000.00 «««* $83,360.00 ,�sega YES YES YES 0 F T� Bondi Information YES " P ' Bid Bond YES YES YES YES 5�+°° °'qLP Op Qualification Statement/Financial Statement YES YES YES YES , ° °• Non-Collusion Affidavit YES YES YES YES .4....................3.... � Acknowledge Addendum No.1.3 YES NO YES I YES MARK MANN ., ��......$1891 v, i *Discrepancy is written versus number/written used +* Failed to acknowledge Addendum 3;therefore,Additive Bid Rem not included in Bid. The Bid Proposals submitted have been reviewed,and to the beat of my knowledge this is an accurate tabulation of the Bids received. 0,0`f "*Total Base Bid included Additive Items in total / ° *"**Total Base Bid included Additive Items in total f / Q D / � j�Q �S�ONAL Signature Da�tef( j H..Sid Tabulado—I Did Tabularlon Page 3 12/18)2009 10:17 AM f Z/I✓ RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Manager be and he is hereby authorized to execute a contract with M K Painting, Inc., of Wyandotte, Michigan, for the Loeb Steel Ground Storage Tank Rehabilitation Project in the amount of $127,000 to furnish all labor, materials, and equipment to replace the exterior clear coat of the existing five million gallon Loeb Steel Ground Storage Tank and to furnish all labor, materials, and equipment to install approximately 475 linear feet of 6-inch box style radius gutter with 10 down spouts and splash pads and to repaint all yard piping, valves, conduits, booster pumps, and well pump including surface preparation. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 19th day of January, 2010. - Mayor Becky Ames - RICH WITH OPPORTUNITY r C .[I 1�1 U1 11* T - E • X - A • S REGULAR MEETING OF THE CITY COUNCIL COUNCIL CHAMBERS JANUARY 19, 2010 1:30 P.M. AGENDA CALL TO ORDER * Invocation Pledge Roll Call * Presentations and Recognition * Public Comment: Persons may speak on scheduled agenda items 1-4/Consent Agenda * Consent Agenda GENERAL BUSINESS 1. Consider approving a contract for the Fannin Street Drainage Improvement Proj ect 2. Consider approving the purchase of eight (8) para-transit buses for the Beaumont Municipal Transit System 3. Consider authorizing the City Manager to increase the Surface Water Treatment Plant Improvements Phase I Project for"extra work" 4. Consider authorizing the City Manager to apply for and accept grant funding through the Texas Local Park Grant Program administered by the Texas Parks and Wildlife Department COMMENTS * Councilmembers/City Manager comment on various matters * Public Comment (Persons are limited to 3 minutes) EXECUTIVE SESSION * Consider matters related to contemplated or pending litigation in accordance with Section 551.071 of the Government Code: State of Texas v. James Edward Mathews, Jr. City of Beaumont v. James Mathews Donald Jackson v. City of Beaumont, et al Persons with disabilities who plan to attend this meeting and who may need auxiliary aids or services are requested to contact Lenny Caballero at 880-3716 three days prior to the meeting. i 1 January 19,2010 Consider approving a contract for the Fannin Street Drainage Improvement Project �I RICH WITH OPPORTUNITY 1rc T • E • X • A • s City Council Agenda Item TO: City Council FROM: Kyle Hayes, City Manager PREPARED BY: Tom Warner, Director of Public Works MEETING DATE: January 19, 2010 REQUESTED ACTION: Council consider a resolution authorizing the award of a contract for the Fannin Street Drainage Improvement Project to Reytec Construction Resources, Inc. in the amount of$4,992,554.15. RECOMMENDATION Administration recommends awarding the contract for the Fannin Street Drainage Improvement Project to Reytec Construction, Resources Inc. in the amount of$4,992,554.15. BACKGROUND On December 17, 2009, the City of Beaumont received eight (8) bids for the Fannin Street Drainage Improvement Project. The estimated cost of the project prior to receipt of bid was $7,250,000.00. In January 2008 the City was awarded a Flood Mitigation Assistance (FMA) grant from FEMA in the amount of$2,942,784.38 to partially fund the project. The list below identifies the total bids received from the contractors and a bid tabulation is attached for additional information. Contractor City/State Bid Amount Reytec Construction Resources, Inc. Houston, TX $4,992,554.15 SER Construction Partners, LTD Houston, TX $5,454,526.40 Texas Sterling Construction, Inc. Houston, TX $5,767,534.60 APAC Beaumont, TX $5,913,945.63 Excavators and Constructors, LTD Pt. Arthur, TX $6,001,361.79 ALLCO, LTD Beaumont, TX $6,255,857.90 Brystar Contracting, Inc. Beaumont, TX $6,551,633.85 Cravens Services, Inc. Houston, TX $6,836,388.30 The Minority Business Enterprise (MBE)participation will not be required because the general contractor has been certified as a Minority Business Enterprise. BUDGETARY IMPACT Funds for the City's share of the project are available in the Capital Program. CITY OF AUMO T BID TAB FANNIN STREET DRAINAGE P CT PAGE 1 OF 15 REYTEC SER TEXAS STERLING CONSTRUCTION CONSTRUCTION CONSTRUCTION, RESOURCES INC PARTNERS LTD INC. Item Item Unit Estimated Unit Total Unit Total Unit Total No. Code Alt Description Measure 11 Quantity Price I Price Price 1001 001 1 PREP--- ( - - (( ) ) --- --- - _-STA 12.00-- ___�-- - ..._ -- -- -- ------- -- --4.00 _ $15,360.00 104- 001 1004 _ 003 1 REMOVOCONC DRIVEWAYS OK '4"-6 _._.._.- -..- SY 5 225.00- - __ $500.001$ .0 _$,780.50 _ $5 0$5 00 $$0,935 00 --$1$$1 p $40 888.00 REMOV CONIC PAVEMENT 4" 12' __ SY __ 10 222.00_ $2 00 $20,444.00 $5.00 $51,110.00 $4 00 -_ - -- _ $25 935.00 ( ) _ _ _ __ $2,475.00 104 004 j_ !REMOV CONIC(CURB&GUTTER) _ __ LF j 1,200.00 $1 00 _ _ $1,200.00 $1.00 - $1,200.00 $3.00 - $3,600.00 1 -- --- _ ---- --- 105 _ - T 3,500.00 $3.00 $10,500.00 $5.00 $17,500.00 $5.00 $17,500.00 110 001___ EXCAVATION(ROADWAY) _CYO_ ___ 1 :REMOVING STABILIZED BS&ASPHALT PAVEMENT SY 6,000.00 _ $9.00 $54,000;00 _ $8.00 $48,000.00 __ $15.00 $90,000.00 11 _ 00 02 EXCAVATION(CHANNEL) CY 1 23,500.00 $7.001 $164,500.00 $8.00 $188,000.00__ _ $6.00 $141,000.00 162 _001 _ SODDING FOR EROSION CONTROL _ _ �� AC 19,06700 $2 50 $47,667.50 $3.00 $57,201.00 $3.00 $57,201.00 164 001 SEEDING ROR EROSION CONTROL _ 1.00 $1,200.00 $1,200.00 $1,600.00 $1,600.00 $1,100.00 $1,100.00 168 001 VEGETATIVE WATERING 1,000.00 $5.001 $5,000.00 $34.00 $34,000.00 $14.00 $14,000.00 247 001 �FLEX BEDDING A E(TY A)(GR 3)(6")(DC)(COMP IN PL)(GONG BOSY 4,500.00 $7.00 $31,500.00 $10.00 $45,000.00 $9.00 $40,500.00 -- --T- - --_' -- -- - ---- ___$2,422.00 247_ 002 _ .FLEX BASE(TY A)(GR 3)(6")(DC)(COMP IN PL)(TRANSITIONS)I SY 173.00 $16.00 $2,768.00 $14.00 $2,422.00 $39.00 $6,747.00 260 001 i_ HYDRATED LIME(MATERIAL ONLY) TO 325.00 $1.50.00 _ $48,750.00 $144.00 $46,800.00 $157.00 $51,025.00 - -2__60 002 _ LIME TREATMENT(RD MIX)�6")(DC @ 98%STD PRO DENS)__I SY 20,430.00 $1.70 $34,731.00 $2.00 $40,860.00 $3 00 $61,290.00 --.(- -..___ ._._ 1- - ------ - - ---- -- -_--- 276 001 CEM.TRT(PT MIX)(CL L)(300 PSI-7 DAY UNCONF COMP SY 22,353.00 $12.00 $268,236.00 $15.00 $335,295.00 $11.00 $245,883.00 CONC PAV O))(CL P)(FS 570 PSI,0R(CS 3500 PSI-7 DAYS)(4" Sy 22,500.00 $38.001 34_0 001 __ _ _ _ w,86-0-0_ $10,800._0_0 $138.00 $8,280.00 360 001 1 DENSE GRADED HOT MIX ASPHALT TY D PG 70-22 TONS µ 60.00 $115.00 $855,000.00-- $33.00� $742,500.00 $33.00 $742,500.00 $6,900.00 . MAX SLUMP 400 001 EXCAVATION(PIPES)(STORM) CY ! 19,700_.00 _ $4.001_ $78,800.00 $8.00 $157,600.00 $5.00 $98,500.00 400 002 'CEM STABIL BKFL(2SK/CYSAND) _ CY __ 7,715.00 $34.00 $262,310.00 $48.00 $370,320.00 $53.00 $408,895.00 -- - - _ 402 i 001 � TRENCH EXCAVATION PROTECTION � LF 1 5,684.00 _ $1.00 $5,684.00 _ $1.00 $5,684.00 $100 _ $5,684.00 416 1�001 t FOUNDATION FOR TRAFFIC SIGNAL(3.6_INCH DRILL SHAFT) LF_ __ 110.00 _ $210.00 _ $23,100.00 $230.00 $25,300.00 $205.00 _ $22,550.00 432 001__ iRIPRAP CONIC.CL A(5 Imo- SY __ 11,500.00 $36.00 $414,000.00 - $45.00 $517,500.00 $_32.00 $368,000.00 001 ICONIC BOX CULV(7FT X 7FT) ___ LF 1 782 00 $257 00 $457,974.00 $230.00' $409,860.00 _ $300 00 _ $534,600.00 462 -_ _ __ . _ 462 002 - - CONIC BOX CULV(SFT X SFT) _ LF _� _1 578.0.0 _ $295.00I _ $465,510.00 $270.00 $426,060.00 $365.00__ _$575,970.00 462 '_ 003 ! CONIC BOX CULV(1 OFT XSFT) _ � LF � 566.00 $37600 $212,816.00 $335.00 $189,610.00 $39 OS 0 $225,268.00 __ 462 004 CONIC BOX CULV 2 1OFT X 8FT CAST IN PLA C-EF EA 27.00 _ $1,000.00 _ - $27,000.00 $1,000.00 $27,000.00 $2,000.00 $54,000.00 _ 464 001 RCP(CL III)RCP 15 -_ LF ' ___ 18.00 - $100.00 -$1,800.00 $48.00 $864.00 $100.00 - $1,800.00 46 002 _ FRCP(CL III)RCP 18" -- - LF 54.00 $110.00 $5,940.00 $50.00 $2,700.00 $45.00 $2,430.00 -- - --- -- --- - -- --- -- __. 003 RCP(CL III)RCP 24" __ _ _ LF _C _ 8.00 __$150.00 $1,200.00 $50.00 $400.00 _ $90.00 $720.00 464 004 RCP(CL III RCP 30" -- _ ___S480 ( ) LF _ 8.00 _ $160.00_ $1 280.00 $60.00 .00 $10000 $800.00 464 005 _ RCP II RCP 36 _ LF - -61.00- $180.00 _ $10,980.00 -$70.00 $4,270.00 $5000 $3,050.00 ( )_ 464 006 1 RCP CL III RCP 48 - -- LF _ 24.00 $300 00 $7 200.00 $90.00 _ $2,160.00_ _$187 00 $4,488.00 464 007 - RCP(CL III)RCP 54" I LF _____700.00 _ $180.00 $126,000.00 $100.00 $70,000.00_ _$150.00 _ $105,000.00 - 646 r 008 RCP(CL III)RCP 72 LF 658.00 $270.00 _ $177,660.00 _ $140.00 $92,120.00_ _ $170.00 $111,860.00 465 001 1 MANHOLES(COMPLETE)(JUNCTION BOX) _ _ - i EA _ _ _ _ 5.00 _$13,000.00 $65,000.00 - $9,000.00 _$45,000.00 _ _$15,000.00 $75,000.00 002 1CUR8 INLET TYA(COMPL)(5' 0") _ _ - _ EA _y _ 9.00__ $10,000 00 _ _$90,000.00 $8,000.00 $72,000.00 $3,500.00 $31,500.00 465 003 L )CURB INLET TY B(COMPL)(5' 0") _ _ EA _ 26.0_0 $3,100 00 $80,6_00.0_0 __ _$2,500.00_ __$6__5,000.00 $2,500.00 _ $65,000.00 465 0, 465 004 INLET EXTENSION TY E.(COMPL)(5-0") l EA - - --_----- __ _ _..._ _ _ 11.00. $1,000.00 $11,000.00 $4,400.00 $48,400.00 $1,900.00 $20,900.00 CITY OF BEAUMO BID TAB FANNIN STREET DRAINAGE P T PAGE 2 OF 15 REYTEC SER TEXAS STERLING CONSTRUCTION CONSTRUCTION CONSTRUCTION, RESOURCES INC PARTNERS LTD INC. Item I Item Unit Estimated Unit Total Unit Total Unit Total No. Code Alt Descri lion Measure I Quantity Price Price Price -- -- --) (_._-- )-( -- - --___ ) EA _.i..-- ----- 1.00--- - $1,400.00 _. -. $1,400.00 $400.00 $3,000.00 479 ( 001 _ ,HEAVY DUTY) MODIFY&INST GRATE INLET)(GRATE - -- - -- $49885.00 _ - $10.00 $1,500.00 I �_ _ ___ � __ _ $9 000.00 $1,000.00 _ $400.00 $1,500.00 496 001 REMOVE STRUC PIPE 12'-18'RCP LF 4,535.00 $1.00 $4,535.00 $11.00 3.00 2,400.00 $7,200.00 $3,000.00 $45 35_0.00 496 002 REMOVE STRUC(EXIST 8'X 5'BOX) _ ____ LF __'_ 1,451.00 ___ $20.001 _ $29,020.00 _ $23.00 $33,373.00 $30.00 $43,530.00 496 _ 003 ' REMOVE STRUC(GRATE INLET) -� EA_ _51.00 $100 00 $5,100.00- $220.00_ ___$11,220.00 $300.00 $15,300.00 496 1 005 REMOVE_STR_UC(MHRBJ INLET) BOX) --_ - A _ 5.00 __- $700001 _ $200.00 $220.00 - $220.00_ _$474.00 _ $474.00 _ ( )( ) $3,500.00 $220.00 $1 100 00 _ $650 00 _ $3,250.00 500 001 - MOBILIZATION _ LS _ 1.00_ $50,00_0 00 $50,000.00 $300,000.00 $300 000 00 $504,000.00 $504,000.00 502 -601-1 _iBARRICADES,SIGNS&TRAFFIC HANDLINGS MO - - 12.00 $500 00 - $6,000.00 $5,000.00 $60,000.00 $1,800.00_ $21,600.00 506 001 CONSTRUCTION EXITS(INSTALL)(TY I) � SY _. 1,000.00 --$3.00 $3,000.00 $21.00 $21,000.00 $25.00 $25,000.00 506 002 CONSTRUCTION EXITS(REMOVE)_ _ SY __ 1,000.00 _ $1.00 _ $1,000.00 __ $1.00 $1,000.00 $600 $6,000.00 506 003 TEMPORARY SEDIMENT CONTROL FENCE LF 1,000.00 $300 _ __$_3,000.00 $2.00 $2,000.00 $100 $1,000.00 506 004 _r TEMPORARY SEDIMENT CONTROL FENCE(REMOVE) _ LF - 1,000.00 $040 - $400.00 $1.00 $1,000.00 $0.50 $500.00 506 '_ 005 ROCK FILTER DAM(TY 3)__ ___ _ _ EA 1.00_ $200.001 $200.00 $400.00 $400.00 $485.00 $485.00 -- - - - --- -- --- - - - 506 006 ROCK FILTER DAM(REMOVE) _ __ EA 1.00 $30 00 $30.00 $100.00 $100.00 __$394.00 $394.00 529 001 GONG CURB(TY II)(MONO)(CL A)(6) LF 10,378.00 $3.30 $34,247.40 $2.00 $20,756.00 $2.00 $20,756.00 530 001 1 __ DRIVEWAYS(GONG)(6)(CL A_ 3000 PSI,5 SK)_ SY 3,486.00 _$36 00 $125,496.00 $35.0.0_ _ $122 010.00 $52.00 $181,272.00 531 002 531 _ 001-- _ CONC SIDEWALKS(4) _ _ � SY i __ 4,728.00 $27.00 _ $127,656.00 $30.001_ _ $141,840.00 _ -$48-00- - _ $226,944.00 -- - CONC WHEELCHAIR RAMPS(4)TYPE 2 - EA _ 6.00 __ _ _$1,400.00 $8,400.00 $650.00 $3,900.00 _ $1,176.00 $7,056.00 531 003 GONG WHEEL CHAIR RAMPS(4-)TYPE 7_ _ T EA _ - - 4.00 _ -$900.00 $3,6_00.00 _ $650.00. -_ $683.00 $2,732.00 531 004 _ CONC WHEEL CHAIR RAMPS(4")TYPE 9 EA - --- -4.00- $1,000.00 $4,000.00 $650.00 $2,600.00 $893.00 $3,572.00 531 j 005 GONG WHEEL CHAIR RAMPS(4")TYPE 11 EA 3.00 $1,500.00 $4,500.00 $630.00 $1,890.00 $1,630.00 $4,890.00 EE 540 001 MTL W-BEAM GD_FEN CL B ) - - LF _ 180.00 $35.00 $6,300.00 _ _ _ $40.00 $7,200.00 $26 00 $4,680.00 618 002 (CONDUIT PVC SCHD 40 TRENCHED 4" LF 635.00 - $8.00 $5,080.00 $8.00 $5,080.00 $8 00_ __ $5,080.00 ( -)(TY II)(STL POST __ � _CONDUIT(PVC)( _)(TRENCHED)(3) (PVC){ )(TRENCHED)( ) _LF 45.00 $15.00 _ $675.00 - _$15.00 $675.00 $13 001 _ $585.00 620 001 ELEC CONDUCTOR(NO.8)(BARE) _ IF _ 6_80.0_0_ $1.20 $816.00 $2.00 $1,360.00 $1 00' $680.00 624 001 _I, GROUND BOX TY A _ _ �_ EA � __ _12.00 _$520.00 $6,240.00 $575 00 $6,900.00 _ $525.00 $6,300.00 RELOCATE SM RD SIN SUP&AM EA f 14.00 $150.00 $2,100.00 $520.00 $7,280.00 $473.00 _$6,622.00 -- -- ---- ----- _ -.4°(W)(SLD)REMOVABLE - _ __ t -- * --- - 644 001 __- -- --LF 3,450.00 $2.20 $7,590.00 $1.00' __ $6,263.00 _ $1.00 _ $6,263.00 662 001 _--_.- -- _1 _ _.�. ---- --�- -.---- --- --- - _ 666 002 I REFLPAV MIRK TY REMOVABLE 100 MIL) _. LF - - -_2,120.00 $0.69, $$1,378.00 $1.00 $3,450.00 $3,450.00 �- ) ,�__ (�( )( )( ) $9,636.00 $1 00 $9,636.00 )( ) i $2,120.00 $100 -_--- -$2,120.00 666 ------ -- --- _ 7_ -- (W)(12"")(SLID)(100 MIL) T LF -t-- -- --1 232 00 $1 10 _ 4 558.40 ---- $3.00-- ----$120.00 _ $1 00 _ 003 _ REFL PAV MR_K_T_Y I W 4" BRK 100 MIL LF 666 _ 004 IREFL PAV MRK TY I W 8" SLD 100 M__IL __ LF 667.00 $1 10 __ $733.70 $1.00 $667 00 $1.00 $667.00 666 005 REFL PAV MRK TY I $ $ _ $3,696.00 $2.50 __ _$3,080.00 666 I_006 REEL PAV MRK TY I(W)(24")(SLD)(100 MIL) _ LF i _ _332.00 $6.60 -_ $2,191.20 $5.00 $1,660.00_ $5 00 ___ - _$1,660.00 666 007 REEL PAV MRK TY I(W)(ARROW)(100 MIL) - EA _ - _46.00 _$137.00 - $6,302.00 $115.00 - __ $5,290 00 _ $21 00 - $966.00 672 _ _ 001 -- _ REFL PAV MRKR TY I C _ _ ___ EA 70.00 $6.60 ___ $462.00 $4.00_ $280.00 _ _$3 50 _ _____ $245.00 672 002 RAIS PAV MRKR CL B(REFL)TY ll A A _ EA 295.00 _ ___ $6.60 _ $1,947.00 ___ $4.OD $1,18000 __ $3 50 - $1,032.50 677 001 REMOVE PAVEMENT MARKINGS _ LF _9,713.00 $0.30 $2,913.90 $0.40 -- $3 885.20 _ $0.40 _ $3,885.20 678 001 L_ PAV SURFACE PREP FOR MIRK(4") - LF - 11,876.00 $0.40 $4,750.40 $0.20 $2 375.20 -$0.10� $1,187.60 fi78_ j_ 002 ,PAV SURFACE PREP FOR MIRK(8")_. - 1 LF 667.00 $0.651 $433.55 $1.00 $667.00 $0.30 L $200.10 CITY OF TAB A 1* 0 BID FANNIN STREET DRAINAGE PR CT PAGE 3 OF 15 REYTEC SER TEXAS STERLING CONSTRUCTION CONSTRUCTION CONSTRUCTION, RESOURCES INC PARTNERS LTD INC. Item Item 1 Unit Estimated Unit I Total Unit I Total Unit I Total No. Code Alt Descri tion ! Measure Quantity Price Price Price 678 I 003 1 - SURFACE PREP FOR MIRK(12) - _--_. ----) LF- -ice --1,232.00_ - $1 10 --- -$1,355.20 ---- $2.00 00 -_---$2,464.00 --- $0�_ $$99.60 EA 332.00 $2 20 $730.40 $1 00 $332.00 $0 30 $99.60 678 004 PAV SURFACE PREP FOR MRK(24 EA 46.00 $33 00 $1,518.00 $1.0C j, $46.00 $1.00i _ $46.00 678 005 PAV SURFACE PREP FOR MRK(ARROW)_ 682 001 ILEDV EH SIG SEC(12)(RED BALL) -_. _ EA 17.00 _ $480,00 _ __$8,160.00 $5 00 00 $8,5_00.0_0 _ $184.00 _ $3,128.00 682 002 LED VEH SIG SEC 12" YEL BALL - EA 17.00 $480.00 $8,160.00 $500.00 $8,500.00 $209.00 $3,553.00 682 003 1 LED VEH SIG SEC(12")(GRN BALL) 11 EA 17.00 $480.00 $8,160.00 _ $500.00 $8,500.00 $206.00 $3,502.00 682 1 004 _1_. LED VEH SIG SEC(12")(YEL ARROW) _ _ - _ _EA _ ___ 1.00 _$480.00 $480.00_ _ _$500.00 ____ $500.00__ $199.00 _ _$199.00 _682 _) 005 i SLED VEH SIG SEC(12")(GRN ARROW) _ I EA 1.00 $48000 $480.00 $500.00_ - $500.00 $195_00 _ $195.00 --- __684 ( )( ) LF 1,870.00 $1.75 _ _$3,272.50 $2.00 $3,740.00 $2.00_ _ $3_,7_40.00 684 002+ TRAF SIG CBL IMSA20-1(4 CONDR)(14 AWG) �. LF 1,240.00 $2.00_ __$2,480.00 _ $2.00 $2,480.00 $2.00 $2,480.00 -- - - 684 003 _TRAF SIG CBL IMSA 20-1(7 CONDR)(14 AWG) LF 240.00 $2.25 $540.00 $3.00 $720.00 _ $2.00 _ $480.00 684 004 _ TRAF SIG CBL IMSA 20-1(9 CONDR)(14 AWG) _-_- _ LFT 1,240.00 $250 $3,100.00 $3.00 $3,720.00 $2.OD $2,480.00 686 001 TRAF SIG POLE ASSEM(STEEL) -- EA _ _ 8.00 $5,600.00 $40,000.00 $5,500.00 $44,000.00 $6,475.00 $51,800.00 Ism 001 PEDDETECT(PUSH BOTTON) _ - EA 16.00 $160.00 $2,560.00 $170.00 _ $2,720.00 $110.00 $1,760.00 6055 001 - LED PED SEC COUNTDOWN) EA 16.00 $900.00 $14,400.00 $1,000.00 $16,000.00 $602.00 $9,632.00 -_ --...I -..-- - ---- 6075_. 001 TRAF 816 REMOVAL EA 2.00 __ $3,000.00 $6,000.00 $2,875.00 $5,750.00 __$2,835.00 $5,670.00 6200 1 002 _ .VIVDS RACK SYSTEM INSTALLATION j EA _ 2.00 $64000 $1,280.00 $69000 _ __$1,380.00 _ $473.00 $946.00 --- -__-_- - -- -- .. -_ --_ - --- 1 _ _ EA _ 2.00 $80000 $1,600.00 $900.001 $1,800.00 _ _ $73500 $1,470.00 6200 003 I ITWO CHANNEL PROCESSOR ` EA I1 _ __ 4.00----$10,000 00 _ $40,000.00 $11,000.00 __$44,000.00 - $3,415.00 $13,660.00 {.. --.. ---- ---- -_.I,- - ---- - --�___ -- - ---- - -�_ - ----. - $1,344.00 6200 004 PELCO CAMERA MOUNTING ASTRO BRAG EA 8.00 $275.00 1_ $2,200.00 __ $280.00 $2,240.00 $168 00 6200 I 005 RG-59 CABLE LF 2,000.00 $2.50 $5,000.00 -$3.00 $6,000.00 $2.001 $4,00000 6200 - 006 VIVDS CAMERA _ EA i. _ 8.00 $2,000.001 $16,000.00 $1,800.00 $14,400.00 $1,434001 $11,472.00 6800 001 (TRAF SOG INSTALLATION --_ EA 2.00 $4.0,000 001 $80,000.00 $46,000.00 _ _$92,000.00 $23,8_20 001 $47,640.00 WATER UTILITIES- -. -- EA ---- $750.00 _-- $11.00 _.. $550.00 --_$16001 ---- -$4,250.00 9002 001 TUBE FILTER _ _ 50.00 $5000 $2,500.00 _ $23_.0_0 $1,150.00 $5500 _ 9003 001 REMOVE TUBE FILTER EA l 50 00 $15,601 ~ $800.00 Casing(Steel)(2 in.)complete in place,including labor,associated --- -1 9( )( -)---P- P--- -g - - $1,760.00 $42.00 $3,696.00 $125.00 $11,000.00 605 001 specifications materials appurtenances,all in strict accordance with plans and LF _ 88.00 $20.00 ],Casing Steel 10 in com fete in lace,including labor,associa�d 605 002 1 materials and appurtenances,all in strict accordance with tans and LF 42.00 $40 00 $1,680.00 $59.00 j $2 478.00 $200.00 $8,400.00 i specifications, i 1 .spec cati ons Casing(Steel)(18 in.)complete 1n place,including labor,associated (pl6in.)complete in place,including labor,associated i- --_- --- -__ - - 1 -- - --- - -I,-- 1, 605 003 materials and appurtenances,all in strict accordance with plans and LF 23.00 $100.00 $2,300.00 $74 001 $1,702.00 $311 00 $7,153.00 (Trench Safety System,complete in plalceaneAlud including labor, plans and �- - - - $200.001- I - - $1,235.00 $323.00 $115� 712 001 1 lasso associated materials and appurtenances, II in 605 1 004 materials and appurtenances, LF 13.00 $2,600.00 $95.00') pp es,a strict accordance LF 500.00 $100 $500.00 $1.00! $0.10 iwith plans and specifications. '•__- , CITY OF AUMO BID TAB FANNIN STREET DRAINAGE T T PAGE 4 OF 15 REYTEC SER TEXAS STERLING CONSTRUCTION CONSTRUCTION CONSTRUCTION, RESOURCES INC PARTNERS LTD INC. Item Item ! Unit I Estimated Unit Total Unit '�, Total Unit Total No. Code Alt Description I Measure Quantity Price Price Price j Furnish Install 6"class 150-C-900 PVC waterline,complete m 810 001 1place,including all labor,materials,excavation,insertion pits LF 121.00 $80.00 $9 680.00 829.001 $3,509.00 $58 001 $7,018.00 bedding,backfill,testing,compaction,and surface restoration all in (strict accordance with plans and specifications. Furnish lace,icluding all laborr,materials, PVC excavation,insertionpl tss,In LF 30.00 $100 00�,, $3,000.00 $38.00 I- � $1,140.00 $61.001 11 - 0 810 002 P 9 P $1,830.00 I. bedding,backfill,testing,compaction,and surface restoration,all in strict accordance with plans and specifications. Furnish&Install 12"class 150-C-900 PVC waterline,complete in 810 003 !place,including all labor,materials,excavation,insedtion pits, LF 30.00 $13000 $3,900.00 $52.001 $1,560.00 $121.001 $3,630.00 — Ibedding,backfill,testing,compaction,and surface restoration all in strict accordance with plans and specifications. Furnish&Install 6"MJ Solid Sleeve,complete in place,including all li 810 004 labor,associated materials and fittings,excavation,backfill testing, EA 3.00 $200.001 $600.00 $964.00; $2,892.00 and thrust blocking, in strict accordance with plans and �_ _ specifications. _ P 1 labor,associated l8materials and fittin so excavation,backfill,testinall D. and thrust blocking,all in strict accordance with plans and including 1 -P' .00 $_20.00 $__0.00 $.,00.001 ^ $?,?CO.CO 810 - -. -2 ----- - -- 0 $3,0.00 $1,100.110' Furnish&Install 12"MJ Solid Sleeve,complete in place,including i 005 9 9. ❑ a � �o v i all labor,associated materials and fittings,excavation,backfill, 810 006 Resting,and thrust blocking,all in strict accordance with plans and EA 1.00 $400.001, $400.00 $600.00 j $600.00 $1,700.00 $1,700.00 Temporary p specifications. 810 007 lincluding all size(s),temporary piping,saddles,valves,core stops, $4,000.00 $53 001 $10,600.00 testing,and temporary orra connect to existing water complete lins all in strict r Furnish nce with 6 Resilient and spWedge Gate Valve&Valve Box as per 200.00 $70 00 $14,000.00 $20 OO I --- - Sections 805 and 811 of the specifications,complete in place, 1 811 001 1 including all excavation,bedding,backfill,testing,sterilization,thrust i EA 4.00 $750.001 $3,000.00 $700.00 $2,800.00 $608.001 $2,432.00 blocking,and fittings,all in strict accordance with plans and 1 Neafications. . L. , I�I Furnish&Install 8"Resilient Wed 9 e Gaate e Valve&Valve Box as per'. i i Sections 805 and 811 of the specifications,complete in place, 811 002 including all excavation,bedding,backfill,testing,sterilization,thrust EA 1.00 $1,100.00 $1,100.00 $1,000.001, $1,000.00 $914.001 $914.00 lIblocking,and fittings,all in strict accordance with plans and 1 specifications. Furnish&Install 12"Resilient Wedge Gate Valve&Valve Box as ,p 611 003 per Sections 805 and 811 of the specifications,complete in place, lincluding all excavation,bedding,backfill,testing,sterilization,thrust EA 1.00 $2,000.00, $2,000.00 $1,900.00 $1,900.00 $2,633.001 $2,633.00 blocking and fittings,all in strict accordance with plans and �_ Lspecifications CITY OF TAUO BID TAB FANNIN STREET DRAINAGME T PAGE 5 OF 15 REYTEC SER TEXAS STERLING CONSTRUCTION CONSTRUCTION CONSTRUCTION, RESOURCES INC PARTNERS LTD INC. Item Item Unit Estimated Unit Total Unit Total Unit I Total No. Code Alt Description I Measure Quantity Price Price Price SANITARY SEWER 127"SANITARY- EWEREP65EMENcomplete ) 600 001 , concrete, asn Irid covers LS 1.00 $ 0,000. 01 $80,000.00 $42,000 $42, 0 0.00 30"nominal o estopper(insert) $57,102.00'�-- $57,102.00 i - testing,all in strict accordance with plans and specifications. Furnish&Install 4"PVC SCH 40 Long Side Sanitary Sewer 702 Fumsh l all in s ricPVC Sda 26 Sanitary Mary Sewer Line bons. in III � $56.00 pumping,all in strict accordance with tans ands specifications. 001 EA 1.00 $3,000.00 $3,000.00 $700.00 $700.00 $56.00 702 002 place,including all excavation,backfill,bedding,compaction LF 302.00 $45.00 $13,590.00 $30.00 $9,060.00 $23.001 $6,946.00 testing,surface restoration,and bypass pumping,all in strict )accordance with plans and specifications. _-9 -IT _SEWER (MANHOLES-FURNISH 8INSTALL SANITARY SEWER STRUCTURES(<5 FT.),complete in place,all excavation,backfill, 708 001 concretE,ring and cover(30"nominal opening),stainless steel rain EA 3.00 $3,000.00 $9,000.00 $2,000.001 $6,000.00 $1,600.00 $4,800.00 I stopper(insert)and testing,all in strict accordance with plans and specifications. TOTAL COST $4,992,554.15 $5,454,526.40 $5,767,534.60 CITY OF BEAUMO BID T TAB 13 FANNIN STREET DRAINAGE P T PAGE 6 OF 15 EXCAVATORS APAC AND CONTRACTORS ALLCO LTD LTD Item I Item Unit Estimated Unit Total Unit Total Unit I Total No. Code Alt Description Measure 1 Quantity Price Price Price 104 --1 001 PREPROW(STA0,00T012+00) - STA _ 12.00 $1,550.00 $18,600.00 $1497.00 $17,964.00 $1,36300 $16,356.00 , 001 i REMOV CONC PAVEMENT(4" 12) _ _ � SY 10222.00 $5.50 $56,221.00 $5.65 $57,754.30 $11.00 $_112442.00 104 002 'REMOV GONG DRIVEWAYS(4 6") SY 5,187.00 $8.50' $44,089.50 $3.20 $16,598.40 $11 00 _ $57,057.00 -- --- 104 003 .REM VO GONG SIDEWALK(4"-6') _ +_ SY 225.00 $1025, __ _ $2,306.25 _$3.20 _ $720.00 $1200 $2,700.00 -- 10�004 _ _REMOV GONG(CURB&GUTTER) - I LF -- ___1 200.00- _ ---$5-.-O-OT--- 5 00 $6,000.00 $4.00 $4,800.00 - $1 50 - $1,800.00 105 I 1 REMOVING STABILIZED BS&ASPHALT PAVEMENT Y SY 3 500.00 $7.00 $24,500.00 $4.40 $15,400.00 $3 75 _ $13,125.00 - EXCAVATION(ROADWAY) _ _ CY _ _ 6.000.00 _ $9.507 _ $57,000.00 - _ $11.05 $66,300.00 _ __$13 00 _ $78,000.00 110 1 002 j - EXCAVATION(CHANNEL) -7 CY _ 23,500.00 _ _ $5.00 __$117,500.00 $9.55 $224,425.00 __ _ $9 00 $_211,500.00 162 001 JSODDING FOR EROSION CONTROL _ SY _ _ 19,067.00 _ _ _ _ $2.60 $4__9,574.20 _ _ $3.50_ $66,734.50 $2.75 _ _$52,4_34.25 164 00� 'SEEDING ROR EROSION CONTROLS AC 1.00 - $27560 $275.00 $288.00 - $288.00 $550.06 $550.00 168 001 VEGETATIVE WATERING _ MG 1,000.00 $3.00 $3,000.00 $68.00 $68,000.00 $1800 $18,000.00 FLEX BASE(TY A)(GR 3)(6")(DC)(COMP IN PL)(CONC BOX $31,500.00 247 001 BEDDING SY 4,500.00 $5.10 $22,950.00 $11.30 $50,850.00 $20011 -- - - -_ - 247- 002 FLEX BASE ( - )( (7%) - _-SY - _-- 173.00 $16.25 -- - $2,811.25 - $26.101 $4 515 30 -- - - $47.00! _-- $8,131.00 260 001 -� _ HYD_RATED LIME_MATERIAL ONLY (SLURRY) I _--'_ _- _ � _-- -- _ - J $58,8.25.00 $167.001___ $54,275.00 GEM.TRT(PT MIX) CL L 300 PSI-7 DAY UNCONF COMP J I ( )( 98% _�. ( $99,_085.50 $3.251_ $66,397.50 276 ! 001 ( � �A)(GR 3)(6'((D O(COMP PL TRANSITIONS I TOYS � 22 353.00 $$10.00 $234,506.050 $$$5.36' $343j 18.55 11.7 260 I 002 L -STRTH�TY A)(GR RDS IX 6 DC STD PRO DENS SY 20,430.00 $3 7011 $ 511 $262,64775 --(ry_)(_ ) _ 1--- - - _ - - �CONC PAV 8")CL P)(FS 570 PSI,OR CS 3500 PSI-7 DAYS (4"� - - $9 480 00_ _ __ $_200._07 $12,000.00 360 _I 001 DENSE GRADED HOT MIX ASPHALT D PG 70-22 ) - - TONS 22,500.00 $31.301, - $938,250.00 $49.401 $1.111,500.00 001 - ---SLUMP _._ - - -- SY 1. ._19700.00 _ $1216,T)$9_101 $1079,280.00 - $$$8.651'- -_..--- - 400 001 EXCAVATION(PIPES)(STORM)_ Cy I $150,705.00 $0.10 $1,970.00 400 I 002. � ,CEM STABIL BKFL(2SK/CY SAND) _____ - CY 7,715.00 $45 10' $347,946.50 _ $36.00 $277,740.00 $43 00� $331,745.00 -- 402 X01 - iTRENCH EXCAVATION PROTECTION LF 5,684.00 $910 $51 724.40 - $2.45 $13,925.80 $1.25: ___ $7,105.00 416 001 (FOUNDATION FOR TRAFFIC SIGNAL(361NCH DRILL SHAFT) LF -_ 110.00 - $166.00 $18,260.00 $226.00 _ $24,860.00 $217.00, $23,870.00 F - - - 432 001 1RIPRAP GONG,CL A 5 IN SY __11,500.00 _ $44.501 $511,750.00 $54.75 $6.29,625.00 $44.001 $506,000.00 462 001 I ICONC BOX CULV 7FT X 7FT LF 1,782.00 $364.00j $648,648.00 $315.75 $562,666.50 $310.00 $552,420.00 462 002 _ �CON_C BOX CULV(8FT X 8_FT)- _ LF __ ___1,578.00__ $434 00 $684,852.00_ $378.50 $597,273.00_ $351.50 ___$554,667.00 462 0_03 iCONC BOX CULV(10FT X 8FT) _ LF _566.00_ $556 00___ ___$314,696.00__ $494.0_0___ $279,604.00 $430 00 _ _$243,380.00 462 004_ ICONC BOX CULV(2 10FT_X 8FT)(CAST IN PLACE) EA _ _ 27.00 _$1,510 001 _$40,770.00 __$1,027.00_ _ $27,729.00 $1,800.00 _ $48,600.0_0 __ _ 1RCP(CL III)RCP 15" _ __ LF _ _ 18.00_ _$201.00 -$3,618.00 - -$33.80(_ _ _ $608.40 $27.00 $486_.00 464 I RCP(CL III)RCP 16 _ LF _ 54.00 $91.00 _ $4,914.00 -_ $35.90! $1,93860 - _$2900 _ $1,566.00 464 001 464 003 RCP(CL III)RCP 24 - - LF I 8.00 $231.00 $1,848.00 $40.30 $322.40 - - $33b-0 _$264.00 464 004 _ jRCP(CL III)RCP 30' -_---- _-- - 1 LF _ - - 8.00-- -- $241.00 _ $1,928.00---- -$49.55 -- $396.40 _-$39.00 - --- - $312.00 464--'_ 005 RCP(CL III)RCP 36 __ _ LF _ _ 61.00 _$121.00 _ $7 381.00 $68.30 _ $4,166.30_ __$57.00 $3,477.00 464 _ 006 I R_CP_ CL III RCP 48 - LF 24.00 $161 00- _ $3 864.00 $85.40 $2,049-60 _ $86.00 $2,064.00 646 008- -- _ RCP(CL III)RCP 72 --_ --- - - - - -- -- - - -- - - -- - --- LF_ 700.00 $16600 $116 200.00 $114.60 $80,220.00 $158.00 $110,600.00 ( ) .-._ - $251.00,__._. --- ... _-- 464 007 I RCP CL III RCP 54 II LF 658.00 _ $165,158.00 __ $175.00 _ _ _$115,150.00__ $210.00 ___$138,180.00 465 001 MANHOLES(COMPLETF)(JUNCTION BOX) - EA $1610000 $50,500.00 $14,140.00 $70,700.00 - $22,600.00 $113,000.00 ---- ----- ---- --. _. 465 _ 002 {I CURB INLET TY A(COMPL)(5' 0') __ _ EA _ 900_ ____ $9,01000 $81,090.00 $5,000.00 $45,000.00 $4,600.00 $41,400.00 - �L _ - _.._. --- 465 003 CURB INLET TY B(COMPL)(5' 0") - '� EA _.1 26.00_ $2,510 00 __ $65,260.00 $1,600.00 __ _$41,600.00 $2,800.00 $72,800.00 _465 004_ -- CURB INLET EXTENSION TY E(COMPL)(5 0") - E EA - 11.00 $1,110.00_ $12,210.00 $850.00 $9,350.00 $1,200.00 $13,200.00 CITY OF BEAUMOAft T BID TAB FANNIN STREET DRAINAGE WT PAGE 7 OF 15 EXCAVATORS APAC AND CONTRACTORS ALLCO LTD LTD Item , Item Unit Estimated Unit ! Total Unit Total Unit j Total No. Code Alt Descri tion Measure Quantity Price Price Price 465 005 ;GRATE INLET TY H(COMPL)(GRATE HEAVY DUTY) EA 3.00 $3,510.0011 $10,530.00 $955.001 $2,865.00 $2,000.00_ $6,000.00 479 _-- - _ _00 ADJUST MANHOLE(MODIFY&INST GRATE INLET)(GRATE 001 HEAVY DUTY) EA 1.00 $2,510.001 $2,510.00 $1,200.001 $1,200.00 $1.30000 $1,300.00 496 - _ -- - - ----- -- --$5-:-101-- -- - -- - - - -- � -__. 001 REMOVE STRUC(PIPE)12"-18"RCP LF �_ 4 53_5.0_0 $23,128.50 $4.60 $20,861.00 $7 00 $31,745.00 _ MO - (EXIST - ) ) --- -�- --- -- - ---"-_ _ - -- _ _ $31.922.00 496 002 F REMOVE STRUC( 8'X 5'BOX _ LF - t 451.00- $13.50 -- $19 588.50 - $40.40- $58 620 40- $22 00 __ - 496 003 REMOVE STRUC GRATE INLET EA 51.00 $222 00 $11,322.00 $77.00 $3,927.00 $330.001, $16,830.00 496 1 MO-47---- 04 EMOVE STRUC CURB INLET) EA 1.00 $222.00 $222.00 $77.00 $77.00 $450.00! $450.00 496 005 REMOVE STRUC(MH)(J SOX) EA 5.00 $552.00 $2,760.00 $77.00_ $385.00 _ $850.00; $4,250.00 500 1 001 1- .MOBILIZATION LS -', 1.00 $340,000.00 $340,000.00 $191,400.00 $191,400.00 $4.10,00000. $410,000.00 -,- F-- --- - _- _-.----- -- -- ---- - � _502 _ 001 ,:BARRICADES,SIGNS&TRAFFIC HANDLINGS MO _ 12.00 $67500 $8,100.00 $830.00 $9,960.00 $1,200 OQ. $14400.00 506_ I 001 'CONSTRUCTION EXITS(INSTALL)(TY I) 1!1. -Sy - I-100000 $15.00_ $15,000.00 $_14.90 $14,900.00 _ __$_41.00] $41,000.00 506 506 002 (CONSTRUCTION EXITS(REMOVE) SY 1 000.00 $4.50 $4,500.00 $4.90 $4,900.00 $2.001 $2,000.00 003 _ _ (TEMPORARY SEDIMENT CONTROL FENCE LF T _1-'66-0-.06 $2.00 $2,000.00 ___ $2.701 $2,700.00 $3.00 $3,000.00 506 004 1 TEMPORARY SEDIMENT CONTROL FENCE(REMOVE) _ LF _ 1,000.00 $1.50 -$1,500.00 $0.90! $900.00 _ $1.00 506 005 ROCK FILTER DAM(TY 3) __ _ _EA_ - _ 1.00 _ __$_1,420.00 $_1,420.00 _ __$1,254.00' _ $1,254.00 _ _$3,500.00 $3,50_0.00 006 ROCK FILTER DAM(REMOVE) __ EA - 1.00 - $450.00 _ $450.00 $300.001 $300.00 $550.00 $550.00 _506 - - - - - - - -- --- --- --- _---- 529 001 '.- CONC CURB(TY 11)(MONO)(CL A)(6") LF 10,378.00 $2 00 $20,756.00 $3.00 $31 134.00 $4.00 $41,512.00 _. - - --+ - - --_ _.--- ---- - ---- ---- -a- - -- ---- $ - - 530 001 -_�DRIVEWAYS(CONC)(6")(CL A,3000 PSI,5 SK) _ _ _I_ SY 3,486.00 $43.00 $149,898.00 $40.251 $140,311.50 _$50.00 $174,300.00 53; 001 - �CONC SIDEWALKS 4" I Sy � 4.728.00 $27.00 $127,656.00 $32.55 $153,896.40 $27.00 $127,656.00 531 002 CONCW_HEEL CHAIR RAMPS 4' TYPE 2 _ _ - EA 6.00 $1,510.00 $9,060.00 _. $724.0) _ __ - $4 344.00 _ $1,300 00_ _ $7,800.00 531 _1- 003 0 C WHEEL CHAIR RAMPS(4)TYPE 7 EA _ 4.00 _ $1,510 00 $6,040.00 $639 00' $2 556.00 $1,300 00 $5,200.00 004 'GONG WHEEL CHAIR RAMPS(4")TYPE S EA 4.00 $1,510.00 __$6,040-00 $64400 _ __$2576.0_0__ $1,300.00 $5,200.00 -- - M005 'CONC WHEEL CHAIR RAMPS(4)TYPE 11 _ EA - _ 3.00 $1,510.00 __ _ $4,530.00 $769.0_0 _ $_2 307.00 _ $1,300.001 _ _$3,900.00 540 001__ MTL W]BEAM GD FEN(CL B)(TY II)(STL POST) - LF 180.00 $30.50 $5 490.00 $31.75 $5,715.00 618 001 i CONDUIT�VC)(SHCD 40>(TRENCHED))((")) -T LF �I- " - - 635.00 __ $9.701 $6,159.50 __$10.15._ _ _.$6,445.25 $11 00 - $6,985.00 531 620 _.--- - ) --- _- _ 680.00 440.861 _.-._..$584.80 _ $0.90 "---- - _ _ _ I_ _$504.00_ _ $_12 00 $540.00 001 RELOCATE SM RD SN SUP&AM _ EA___ 14.00 $2.56.00! $3,584.00 $3 _ 618 002 CONDUIT PVC SCHD 40 TRENCHED 4" - LF 45.00 $10.ST $472.50 $11'20 $61200 $100 $680.00 644 _� 001 ELEC CONDUCTOR(NO.8)(BARE) rt_ LF _ _ _____$5,544.00 $500 00 _ $6 000.00 _662 t 002 4"(Y/)(SLID)REMOVABLE __ ;_ LF 3,450.00 _ __ _ $1.75 __ $10,96025 $6,0307.50 S2.15!. 1 $4 410.00 $350 00 $4 900.00 "-_ _ $13465.45 $2.25 $14,091.75 X TY A EA 12.00 $ 1.00 $5,292.00 $462.00 _ $_7,4_1.7_.50 __ _ $2.25 $7,762.50 666_ 001--+ 'REFL PAV MRK TY I(Y)(4")(SLD)(100 MIL) LF_ 9,636 00--- $0.52 $5,010.72 - _ $0.631- - _ __ ' $6,070.68 $0 75 $7,227.00 666 002 REFL PAV MRK TY I(Y)(4")(BRK)(100 MIL) LF _ 2,120 0_0_ _ ___$0.52 __ _$1,102.40 __ $0.63'__ $1,335.60 $0.75 $1,590.00 666 __ 003 I - I REFL PAV MRK TY I -- - " - --- � _ (W)(4")(BRK)(100 MIL) LF _ _ _120.00 _ $0.86 __$103.20_ $1.051 $126.00_ $1.25 __ $150.00 666 !_ 00 L - REEL PAV MRK TY I(W)(8")(SLD)(100 MIL) _-_. 1.LF 667,00 $0.86 -$573.62 -$1.05 $700.35 $1.25 $833.75 666 005 I _ REFL PAV MRK TY I(W)(12")(SLD((100 MIL) -- LF --$2.90-- 2 90 _ $3,572.80 - $3.50 $4,312.00 _ $375 $4,620.00 666 006 4 REFL PAV MRK TY I W 24" SLD 100 MIL LF 332.00 $5.20 $1,726.40 _ $6.30 $2 091 60 _ -$6.75 $2,241.00 666 007 ;REFL PAV MRK TY I W ARROW 100 MIL) EA 46.00 $108.00 $4,968.00 $131.00__ $6,026.00 $140.00 $6,440.00 -- (REFL) --- -. - 1, -__- $364.00 - _ $6.30 _$1,858.50 672 002 __ RAIS PAV-M CL B REFL TY II A-A _ EA 295.00 $5 20 441.00 $7 00 $490.00 672_ 001 REFL PAVMRKR TY I C EA l - 70.00 ---- $5.20 T` $1 534.00 $6 30 $ -- $7.00 _ $2,065.00 677 001 rREMOURFAVEMENT MARKINGS _ LF 9,713.00 $0.22- $2,136.86 $0261 $2525.38_ $035 $3,399.55 678 001 i_ (PAV SURFACE PREP FOR MRK(4) - - LF 11,876.00_ _ $0.26 $3,087.76_____ $0.32 1_ $3 800.32 - $0.351 $4,156.60 678 002 PAV SURFACE PREP FOR MRK(8") - ! LF 667.00 $0.521 $346.84 $0.63! $420.21 $0.75: $500.25 CITY OF AUMO T BID TAB FANNIN STREET DRAINAGE P T PAGE 8 OF 15 EXCAVATORS APAC AND CONTRACTORS ALLCO LTD '.. LTD Item Item Unit Estimated Unit Total Unit Total Unit Total No. Code Alt Descri tion Measure Quantity Price Price Price 678 678 004 T -TPA SURFACE PREP FOR_MRK 24" _ EA - 332.00 _ _$--- -. $$571.84 -_ $1.05 $1293.60 _ _ _ $125 $1,540.00 _ i_ PAV SURFACE PREP FOR MRK(12") IF __1 232.00 _ $0 87 _ ( ) - _. $571.04 $2.10 _ $697.20 $2.25 $747.00 -- 78 PAV SURFACE PREP FOR MRK(ARROW) _ EA _ 46.00 $26.00' _ $1,196.00 $32.00 _ $1,472.00 $33.50 $1,541.00 682 005 _ LED VEH SIG SEC(12)(RED BALL) __ _ 1'�_ EA _17.00 __ $ 0671 0 $2,992.00 $184.00. $3 128.00 $200 00 _ $3,400.00 682 002 LED VEH SIG SEC(12')(YEL BALL) - EA I _ 17.00 _$202 00 $3,434.00 $210.00 $3,570.00 $220.00 $3,740.00 _682 003 iLEb-VEH SIG SEC(12")(GRN BALL) _ _ _ EA _r 17.00 _ $200.00; $3,400.00 _ $_206.00! $3,502.00 $220.00 $3,740.00 682 004 LED VEH SIG SEC(12")(YELL ARROW) - -- - EA _ - 1.00 - $193,001 -$193.00 $200.00 $200.00 $210.00 $210.00 r-- 682 005 LED VEH SIG SEC 12 GRN ARROW EA 1.00 $190,001 $190.00 $196.00 $196.00 __ 210 00 _ 210.00 _6 001 TRAF SIG CBL IMSA201(3_CONDR)(12AWG) LF 1870.00 _ ._$170 $3,179.00 $1.75 $3272.50 $2001__ $3,740.00 84 684 002 - TRAF SIG CBL IMSA 20-1(4 CONDR)(14 AWG) LF 124000 _$170 $2,108.00 _ $1.75 $2,170.00 $200 $2,460.00 684 003 ITPAF SIG CBL IMSA 20-1(7 CONDR)(14 AWG) - LF F. 240.00 _ $200 $_480.00 $2.05 $492.00 $2.00 $480.00 684 004 TRAF SIG CBL IMSA 20-1(9 CONDR)(14 AWG) _- LF 1,240 00 ,$_2 201 $2,728.00 $2.35~ $2,914.00 $2.50 $3,100.00 686 001 I _ 'i TRAF SIG OLE P ASSEM(STEEL) I_ EA 8.00 _ _ $6,250.0-0-1 $50,00_0.00 $6,500.00 _ $52,000.00 $6,900.00 _ $55,20_0.00 688 001_ _ FED DETECT(PUSH BOTTON) EA 16.00 $107001 _ $1712.00 $110.00 $1,760.00 $12000 $1,920.00 6055 001 LED PED SEC(COUNTDOWN) E�- 16.00 $58000 $9280.00 $602.00 $963200 $64000 $10,240.00 6075 001 TRAF Sir.REMOVAL EA ''i 2.00 $2,800.00i_ $5,600.00 _ $3,025.00 $6,050.00 $3,000.00 $6,000.00 6200 001 _ VIVDS SYSTEM INSTALLATION EA 2.00 $460.001 $920.00 $475.00 $950.00 $500.00 $1,000.00 f --- - - - --- --- _ _ _ _ _ _ _ 2.00 _ $710.001 _ $1,420.00 $735.00_ $1.470.00 $_800 00 1 _$1,600.00 6200 004 TWO CHANNEL PROCESSOR _EA _ _ 4.00 $3,300 00� $13,200.00 $3,415.0 $_13,660.00 $3,600 001 $14,400.00 -- _{ EA - - - --- __._ _ - _ _ 8.00 __$180TOOj $1,440.00 _$168.00 _ $1,344.00 $200.001 $1,600.00 T -- Tl 2 000.00 $2.40 $4,800.00 $2.30 $4,600.00 $3 0000 $6 000.00 6200 005 G79 CCABLERA MOUNTING ASTRO BRAG I L � ._. -. _._ _ _._. - 6200_ 006 _I VIVDS CAMERA EA I 8.00 $1,600.00 _ _ $12,800.00 ___$1,434.0_ _ _$11,472.00 _ $1,800.00 _ $14,400.00 6800 001 _ !TRAF SOG.INS_TALLATION EA __ 2.00 $36,00000 - $72,000.00 $23,820.00 $47,640.00 $50,000.00 $100,000.00 9003 - TUBE FILTER EA �_ 50.00 $78.00 $3,900.00 $44.50 $2,225.00 _ $53.00 $2,650.00 001 9002 001 I!REMOVE TUBE FILTER EA 50.00 $9.00 $450.00 $13.30 $665.00 $10.00 $500.00 WATER UTILITIES 'Casing(Steel)(2 in.)complete in place,including labor, 7 -- ! 605 1 001 !materials and appurtenances,all in strict accordance with plans and LF 88.00 $51.00 $4,488.00 $27.85', $2,450.80 $23.00 $2,024.00 'Cas n (Steel)(10 in.)complete in place,including labor,associated 605 002 materials and appurtenances,all in strict accordance with plans and LF 42.00 $47.00 $1,974.00 $85.10; $3,574.20 $74.00 $3,108.00 li ! ;specifications. __..._ - ------- ---- _.----------._ �- __----_._.. _.--- Casing(Steel)(16in.)complete in place,including labor,associated 605 li 003 Imaierials and appurtenances,all in strict accordance with plans and j LF 23.00 $83.00i $1,909.00 $140.001 $3,220.00 $125.0011 $2,875.00 !Casing(Steel) 18 in. complete in place,including labor,associated _ specifications.appurtenances, $1,807.00 $20000 $2,600.00 605- 004 iTrenmaterials h ISafe System,comp letel In place,including labor,plans and; LF ! 500.00 $74.001$ .50 $750.00 $139.001, - plated specifications.- --- -P- -- - - - ---- - - ! -- ------ � $625.00 712 -001 _with assoct a aterind appurtenances,all in strict accordance $625.00 $1 25 CITY OF AUMO T BID TAB FANNIN STREET DRAINAGE P PAGE 9 OF 15 EXCAVATORS APAC AND CONTRACTORS ALLCO LTD LTD Item Item Unit Estimated Unit Total Unit I Total Unit j Total No. Code Alt Description Measure Quantity Price Price Price Furnish&Install 6"class 150-0-900 PVC waterline,complete in ; 810 001 Place,including all labor,materials,excavation,insertion pits LF 121.00 $76.001, $9.196.00 $63.601 $7,695.60 $24.00 $2,904.00 bedding,backfill,testing,compaction,and surface restoration,all in (- strict accordance with plans and specifications. I_ 1 Furnish&Install 8"class 150-C-900 PVC waterline,complete in f 810 002 1 place,including all labor,materials excavation,insertion pits, LF ! 30.00 $81 OO $2,430.00 $75.80( $2,274.00 $26.00 $780.00 bedding,backfill,testing,compaction,and surface restoration,all m (strict accordance with plans and specifications $3,300.00 $123.60( - -- -- 53.708.00--- $34.00 Furnish&Install 12"class 150-C-900 PVC waterline,complete;n 810 003 (place,including all labor,materials,excavation insertion pits, LF 30.00 $110.00 $1,020.00 bedding,backfill,testing,compaction,and surface restoration,all in !, strict accordance with plans and specifications. Furnish&Install 6"at Solid Sleeve,complete in Place,including all I EA 3.00 $192.00 $576.00 $435.00 810 004 !labor,associated materials and fittings,excavation,backfill,testing, $1.305.00 $891 001 $2,673.00 land thrust blocking,all in strict accordance with plans and specifications. ----._-!-- Fumish 8 Install 8'MJ Solid Sleeve,complete in place,including all 810 005 labor,associated materials and fittings,excavation,backfill,testing, EA 1.00 $240.00 $240.00 $489.00 $489.00 $950.00 $950.00 and thrust blocking,all in strict accordance with plans and specifications. j Furnish 8 Install 12"MJ Solid Sleeve,complete in place,in 810 1 006 $1,750.00 tall labor,associated materials and fittings,excavation,backfill, '. (testing,and thrust blocking,all in strict accordance with plans and EA 1.00 $433.00 $433.00 $672.001 $672.00 $1,750 OO I i specifications. Furnish&Install em ory ePr tection,o pP te n p lace, 810 007 including all size(s),temporary piping, valves, P P s, testing,and temry LF -�---- 200.00 _- $3-1-.50 ---- $6,300.00 -----. $1.00t 1 $200.00 $42.00 $8,400.00 , Furnish&clnstall 6I Resilient nt Wed e Gate Valve&Valve Box as per P specifications. Sections 805 and 811 of the specifications,complete in place 811 1, 001 1 including all excavation,bedding,backfill testing,sterilization,thrust i EA 4.00 $850.00( $3,400.00 $1,000.00 $4,000.00 $1,000.00 $4,000.00 (blocking,and fittings,all in strict accordance with plans and 1, specifications. 1 Sections 805 and 811 of the specifications,complete in place, I 1, I Furnish&Install 8"Resilient Wedge Gate Valve&Valve Box as per 811 002 j -- blocking,and fittings,all in strict accordance llswith plans and q thrust( - -- ------ - - $1,350.00 $1.450.001 X $1,450.00 Furnish&Install 12"Resilient Wedge Gate Valve&Valve Box as EA 1.00 $1,120 00 $1,120.00 $1,350.00( per Sections 805 and 811 of the specifications,complete in place, 811 003 1!1 including all excavation,bedding,backfill,testing,sterilization,thrust EA 1.00 $1,870,00! $1,870.00 $21390.00 $2,390.00 $2,500.00, $2,500.00 blocking,and fittings,all in strict accordance with plans and 1specifications. � i CITY OF BEAUMO BID TAB FANNIN STREET DRAINAGE PAGE 10 OF 15 EXCAVATORS APAC AND CONTRACTORS ALLCO LTD LTD Item Item Unit Estimated Unit Total Unit ! Total Unit Total No. Code ! Alt Description Measure Quantity Price Price Price SANITARY SEWER 27"SANITARY SEWER REPLACEMENT,complete in place,all 600 001 -excavation,backfill,concrete,36"steel casing,rings and covers LS 1.00 41286.00. $41.286.00 $69,000.0011 $69,000.00 $60,00000" $60,000.00 (30"nominal Furnish&Install strict PVC SCH wi Lonl ns stopper(insert)and - - j (Service,complete nst l 4 in accordance SCH 40 n plans excavation'backfill ' testing, p g p EA 1.00 739.00 $739.00 $2,060.00 n I Long de Sanitary Sewer 702 001 _ -- — -- — $2.060.00 — $2,000.00, IFurnish' &Install 6"PVC SDR 26 Sanitary Sewer specifications.Line,complete in 1 $2,000.00 I bedding', action testing,surface restoration and b ass 702 002 place,including a excavation,backfill,bedding,compaction, i LF 302.00 23.501 $7,097.00 $28.601 $8,637.20 $41 00 $12,382.00 testing,surface restoration,and bypass pumping,all in strict :accordance with plans and specifications. MANHOLES-FURNISH&INSTALL SANITARY SEWER STRUCTURES(<5 FT.),complete in place,all excavation,backfill, '. 708 !, 001 1'., concrete,ring and cover(30"nominal opening),stainless steel rain 1 EA 3.00 2125.001 $6.375.00 $1,865.001 $5,595.00 $2,890.00 1 $8,670.00 stopper(insert)and testing,all in strict accordance with plans and specifications. I TOTAL COST $5,913,945.63 $6,001,361.79 $6,255,857.90 I CITY OF AUMO T BID TAB FANNIN STREET DRAINAGE I*T PAGE 11 OF 15 BRYSTAR CRAVENS CONTRACTING SERVICES INC. INC. Item Item ! Unit Estimated Unit Total Unit Total Unit Total No. Code Alt Description 1 Measure Quantity Price Price Price 104 _001 REMOVNCONICTAVEM ENT("-12') - __-- _ SY _ - -- 1022200 _ - $11$6.001_.. -$61,122.00 ___ $320- $20,040.00 00._ _ _ $13,200.00 $1670001 $57,243.20 104 002 _ REMOV CONC DRIVEWAYS 4' 6" SY J6,00&00 $6.00' $_16,596.40 104 003_ REMOV CONC SIDEWALK(4" 6-F t SY _ _$4.001 $900.00 $300, $675.00 104 004 REMOV CONC(CURB&GUTTER) - LF ' $6 00�__ $7,200.00 $1.10 $1,320.00 1100 002 i.__ -EXCAVATION ON(CHANN STABILIZED BS&ASPHALT PAVEMENT_- - _ CI Y ! -- 23 500.00 - _ $$0 00. $235,000.00 $$0 wm 50_ $246,600.00 162 _ 001 _ iSODDINGIFOR EROS ON CONTROL --- _-,_ --- SY 4 -19,067.00 _ $3.00 $57,201.00 -- -$3.30 __ --$62,921 10 00.1 ,SEEDING ROR EROSION CONTROL AC__ _ _ 1.00 $300.00 _ _$3_00._00 - $1.00 _ $1.00 2481 001 -VEGE� ATERING --- ---- _ I BY 4,500.00 $10.001 $42,000.00 BEDDING_ _ MG 1,000.00 $1000 $10,000.00 $42.00 FLEX BASE(TY A)(GR 3)(6")(DC)(COMP IN PL)(CONC BOX 260 001_ - HYDRATED LIME(MATERIAL ONLY)(SLURRY)(7�/0) ) TONS - -325.00__ - $150.00 $45,000.00 - �$10 001 $$4,700.00 - - 002 _ FLEX BASE TY A GR 3 6" DC COMP IN PL TRANSITIONS SY __ 173.00__ __ $19.00 $3.287.00 $28.50 _ $4,930.50 -- - - -- _ ,750.00 _ $160.00 _ $52,000.00 260 002 T LIME TREATMENT)((D MIX(6')(DC @ 98%STD PRO DENS) SY _! __2.0,430 00 $3501 - $71. 505 00 __ _ $3.30 $67,419.00 CEM.TRT PT MIX CL L 300 PSI-7 DAY UNCONF COMP - - 276 001 _-CTRTH)(TY A)(GR 2)(6") _- $312,942.00 Sy 22,353.00 $16.00 $357,648.00 $14.001, !DENSE GRADED HOT MIX ASPHALT 340 001 i,, }.DE (TY D)(PG 70-22) _,- --- -- -- -- $877,500.00-�-- - $48 00 $16,800.00 400 _i_001 i _EXACXAVAT ON(PIPES)((STORM)SI OR CS 3500 PSI-7 DAYS)(4"l'll TOYS_ 19 700.00 - .$$$8.00! _ $157,600.00 $2$3.00T '$59�00 00 360 001 ---- 400 002 CEM STABIL BKFL(2SK/CY SAND) _ _ -C -Y _�_ 7,715.00 __ _ $40.00 ___ $308,600.00 _ _ $30.00 $231,450.00 �I 402 001 ,~ ,TRENCH EXCAVATION PROTECTION i LF I 5684.00 $1 00 $5,684.00 $0.10_ __ $568.40 1 4163 001 FOUNDATION FOR TRAFFIC SIGNAL(36 INCH DRILL SHAFT) L� 110.00 _$220 00 $24,200.00 _$220.00 $24,200-00 ool 462- 002 ICONC BOX CULV(8FT X 8FT) -_ _ 1_ LF _--1,58800- - $390.00 _A$623,7 .00 $460.50 $655 669.00 LF t 462 003 �- ICONC BOXOCULV(0FTIX)8FT) _- _.. _ SLF ~ 11,500.00 566.00 $490.00 _ $540.00 $30564000(jol 462 004 i CON(BO)CULV(2 10FT X 8FT)(CAST IN PLACE) -_ EF 18.00 $2$63.00 $68,040.00 [464 64 001 IRCP(CL III)RCP 15 - -_ - - LF 54.00 $65.001 $3,530.00 _$$1'15,p0� $2,016.00 64 _ 002 i RCP CL III RCP 18 - --- _ $6 2_10.00 I 003 ! RCP(CL III)RCP 24 _ _ _ LF ____ 8.00 ____ $67.00 _ _ $536.00 $12000 $960.00 64 I 004 RCP(CL III)RCP 30" - LF 8.00 $70.00 - $560.00 $130.00 - $1,040.00 464_ 005 RCP CL III RCP 36" --- (CIE _) - _ _ _ LF 61.00 $75.00 $4,575.00 $153.00 $9,333.00 464 I 006 f -- IRCP CL III RCP 48 LF �_ _ 24.00 _$125001 $3,000.00 _ _ $127.00 _ $3048.00 1 464_ 007 RCP(CL III)RCP 54 _ LF __ 700.00 $160 00 $112,000.00 - $193.50 $135,450.00 ( )(_ ) _ - C--- _ -` ( ) -- - 646 _ 008 RCP CL III RCP 72 _ _ LF __ ___ 658.00 $225 00 $148,050.00 $306.40 _ $-201,611.20 465 001 MANHOLES COMPLETE JUNCTION BOX -- -- EA 5.00 _ _ $36,00000 _ _ $150,000.00 ___$21,800.00 __$109,00_0.00 465 002 CURB INLET TY A COMPL 5'-0' - _ EA _ 9.00 _ _ $5,00000 $45,000.00 $3,700.00 $33,300.00 - ( )( 465 (CURB INLET TY B(COMPL)(5'-0") EA _ 26.06 _ $2,700.00 _ $70,200 00 $2,250.60 - $58 500.00 j 465 -!. 004 1-. CURBINLET EXTENSION TYE(COMPL)(5' 0") EA 11.00 - $1,000.00- $11,000.00 $3,646.00) _ $40.040.00 CITY OF BEAUMO BID TAB FANNIN STREET DRAINAGE PR CT PAGE 12 OF 15 BRYSTAR CRAVENS CONTRACTING SERVICES INC. INC. Item Item - Unit Estimated Unit Total Unit I Total Unit Total No. Code Alf Description Measure Quantity Price Price Price 465 005 i -ADJUST MANHOLE(COMPT)(GRATE HEAVY FY&IINST GRATE E INLET) GRATE EA '.._ -- -_- 3.00 $2,000.00 _ - $7,560.00 $6,000.00 $2,520.001 1 _( .-. _)__. - -_____._t -- $2560.00 496 002 REMOVE STRUC EXIST 8'X 5'BOX _ LF I_ 1,451.00 _ $30.00 ___ $43,530.00 $56.50 479 ' 00 EA 100 $1,40000 $1400.00 $256000 $68932.00 HEAVY DUTY) 496 001 REMOVE STRUC PIPE 12"-18"RCP LF 4,535 00 S-5-00-- 5 00 $22 675.00 $15 20 $81,981.50 496 003 ! REMOVE STRUC(GRATE INLET) � EA 1 - 51.00 $200 00 $10 200.00 $200.00 $10 200.00 496 1 004 _ REMOVE STRUC(CURB INLET) _ '. EA 1.00 _$250.00 $2 _ 50.00 $ 50.0 30 $350.00 496 _ 005 _REMOVE STRUC(MH)(J BOX) ___ EA 5.00 $500.00 $2,500.00 $920.00 $4,600.00 _ 500 1 001 _MOBILIZATION _ __ __ i LS_i 1.00 _ $400,000.00 $400,000.00 $185,000.00 _$_185,000.00 502 Jr 001 fi BARRICADES,SIGNS-&TRAFFIC HANDLINGS MO L 12.00 $1,800.00 $21,600.00 $1,100.00 $13,200.00 506 _ _--�-_------ -_-. _ �-- _ -..- ( )( ) _ $14,000.00 $12.00 $12,000.00 506 002' 001 CONSTRUCTION EXITS INSTALL TYI SY 1,000.00 $14.00 LF 506 003 - 506 004 - - TEOMPTEMPORARY RY SEDIMENT CONTROL FENCE(REMOVE) _-�I' LF -� - 1,000.00 -_ $0.50 -. $$500_00 -_ $10.00 $0.60 $1 20000$600.00 III - RO ( )(R ) )E) )( ) --- - --- - - --- . 1 _506__ 005_ ROCK FILTER DAM Y 3 _ EA 1 00 $850 00 $850A0 $830.00 $830.00 506 006 ROCK FITTER DAM REMOVE ; EA 1 00 $650 00 _ $650.00 $550.00 $550.00 529 - 001 -- - DRIVEWAYS CURB(TY II (4')MON( CL3 6 - ) -- - - LF I - 10 378 00 ---- - $4 00 $41,512.00 - - $Z50 $25,945.00 -$25,945.00 00�DRIVEWAYS CONC 6" CL(3)00 PSI,5 SK _ SY I 3 486.00 $38.001-- 38.00 - $132,468.00 _ $44.00 $153,384.00 5311 _L 003_ _ ICCONC WHEEL CHAIR RAMPS(4)TTYPE 7 __ ELI_ 4.00 $1,100 001 _ $4,400.00 _ $1 100.001 - __. $4.400.00 531 001 r ONC SIDEWALKS ( ) 4,728.00 - - $32.00 $151 296.00 $3800 $1$6 664 00 _531 004 CONC WHEEL CHAIR RAMPS 4 TYPE 9 EA 4.00 $1,100.00 - $4,400.00 $1,200.00 $4,800.00 531 005 ,GONG WHEEL CHAIR RAMPS(4-)TYPE 11 EA 3.00 $1,200.00 $3,600.00 $1,350.00 $4,050.00 540 - !MTL W BEAMGD FEN(CL B)(TY II)(STL POST) _ LF 180.00 U0.06 _ $7,200.00 _ $45.00 $8,100.00 618 001 CONDUIT(PVC)(SHCD 40)(TRENCHED)(3) LF _ 635.00 _ $16.00 $1_0,160.00 _ _ $8.00_ $5,080.00 618 002 CONDUIT(PVC)(SCHD 40)(TRENCHED_)(4) ! LF 45.00 - $23.00 _ $1,035.00 _ $13.00 $585.00 620 -7-0--1� ELEC CONDUCTOR(NO.8)(BARE) LF - 680.00 $1.401 $95200 $1.20 $816.00 624 001 0 -- 1 (W)ND DOREMOVABLE___--_ __-- - � LF 6.263.00 _ $7$0 70-_-___ - $4,384.10.0 --- $560.00$2.30 $$4 404.90 _i _.-- - __ _ .---- __-- $7,000.00 $330.00 _ $4.620.00 666 001 f REFL PAV MRK TY I(Y)(4")(SLD)(100 MIL) LF 9,636.00 $0 45 644 001 RELOCATE SM RD SN SUP&AM EA 14 00 _ $500.00 $2,415.00 $2.30 $7,935.00 662 002 (Y)(SLD REMOVABLE _ _ LF 3,450.00 $0.70 $4,336.20 $0.70 $6,745.20 666 002 _ REFL PAV MRK TY 1(Y)(4")(BRK)(100 MIL) _ LF _ { 2,120.00 _ $0.45 $954.00 _ $0.70 $1,484.00 666 !. 003 REFL PAV MRKTY I(W)(4")(BRK)(100 MIL) LF __ _ - 120.00 - _-- __$0.45 __ $_5_4.00 $1.10 $132.00 666_ 004 REFL PAV MRK TY 1(W)(8)(SLD)(100 MIL) _ �_ LF 667.00 _ $090 - $600.30 $_1.10 _ $733.70 666 005 REFL PAV MRK TY I(W)(12")(SLD)(100 MIL) __ LF 1,232.00_ $250 $3,080.00 __ $4.00 - $4,928.00 666 006 REFL PAV MRK TY I _ _ (W)(AR (SLD((100MIL) EA _--_ 332.00 _ - $500 _ __ $1,660.00 _ $7.00 $2,324.00 666 007___ _ _REFL PAV MRK TY I _ - _ (W)(ARROW)(100 MIL) _ __ _ � EA 46.00 $110.00 _ $_5,060.00 _ $139.00 _$_6,394.00 672 001 REFL PAV MRKR TY C - 1 EA L_ _ 70.00 _ _ $3.30 _ $231.00 $7.00 -_ $490.00 672_ 002 __ RAIS PAV MRKR CL B(REFL)TY II A-A EA 295.00 _ $3.30 _ _ $973.50 $7.00 $2,065.00 677 001 ___ REMOVE PAVEMENT MARKINGS LF 9,713.00 _$040 $_3,885.20 $030 $2,913.90 -- - 678 001 PAV SURFACE PREP FOR MRK(4") LF 1 11,876.00 $593.80 $0.30 $3,562.80 678 02 PAV SURFACE PREP FOR MRK(8") LF ; 667.00 $0.05 $33.35 $0.70 $466.90 I CITY OF BEAUMO BID TAB FANNIN STREET DRAINAGE P CT PAGE 13 OF 15 BRYSTAR CRAVENS CONTRACTING SERVICES INC. INC. Item Item Unit Estimated Unit Total Unit Total Unit Total 1No. Code Alt Description Measure Quantity Price Price Price 678 003 PAV SURFACE_06-4 t PAVSURFACE PREP FOR MRK(2 I _-- )---_-..__ -__ EA _ _ 332.00 - _.._$0.101 - _._ - $33.20 $2.20 _$1,355.20 678 005 PAV SURFACE PR(P POR MRK ARROW - EA - 46.00 $1 10 $50.60 ---- $33 $730.40 -T-- ' - -$1 518.00 .682 001 LED VEH SIG SEC EP2 FOR MRK(A EA 1 217 00 $300.00 $5,100.00 $500.00:678 -_ --- -- (_ )( ) ---- -_.. - ---- -- - ------- ----- ---- - -$8 500.001, 682 I 002 LED VEH SIG SEC 12 YEL BALL EA -� - ____1_'0_0 17.00- $300.00 --- $5,100.00 $500.00 -- $8,500.00 682 003 _- LED VEH SIG SEC(12")((YEL ARROW)) -_ _ _ -� EA 11.00 $300.00 $$300.00 $500.00 $8,500.00 ---- -- .._.-- - _-..-- -- -- - - $509.00 684 002 TRAF SIG CBL IMSA 20 1(4 CONDR)(14 AWG) LF .1.240.00_ $2.80 _._ $3,472.00 $2.00 r _ $500.00 _ 682 005 LED VEH SIG SEC 12 GRN ARROW _ EA _ $300 00 $300.00 _ _ $500.00 684 001 TRAF SIG CBL IMSA 20-1(3 CONDR)(12 AWG) LF _ 1 870.00 -1-250 $4,675.00 $1.70 i_ -- $3,179.00 684 003 __ TRAF SIG CBL IMSA 20-1(7 CONDR)(14 AWG) LF j _ 240.00 ___$3.00 $720.00 $2.20 $$528.00 688 004 TRAF SIG CBL IMSA 20 1(9 CONDR)(14 AWG) _ LF 1 240 00 --$350-- $4 340.00 $2.50'_ $3,100.00 686 001 J TRAF SIG POLE ASSEM(STEEL) __ __ EA _ 8.00 _ $8,000.00 _ $64 000.00 S5,30000 f $42 400.00 001 PED DETECT PUSH BOTTON ) __� EA 16.00 $270 001 $4 320.00 $170.00 _ $2,720.00 6055 001 LED PED SEC(COUNTDOWN) _ EA __ 16.00 - $850 00 __ $13,60000 $950.00 $15,200.001 6075 001 -- TRAF SIG REMOVAL _- _ EA ___ 2.00 $9,406 06 $18,800.00 _ $2,800.00 __ $5,600.00 6200 001 VIVDS SYSTEM INSTALLATION EA 2.00 $3,300.00 $6,600.00 $670.00 - $1,340.00 6200 002 `TVIVDS RACK __ EA _ 2.00 _ _ $1,200.00 $2,400.00 _ $8_30.00 $1,660.00 6200- 003 ( WO CHANNEL PROCESSOR _ __ _ EA 4 00 $3,800.00 $15,200.00 $11 000.00 _ $44,000.00 6200 004 1 6200 005 - PELCO CAMERA MOUNTING ASTRO BRAC _.j EA 8.00 $300.001 +r -- $2 400.00 $280.00 $2,240.00 6200 006 RG-59 CABLE LF 2,000.00 _ $2.10 _ $4,200.00 $2.50 _ $5,000.00 - __ VIVDS CAMERA - � EA I 8.00 _ $2,00000_ _ $16,000.00 $1,800.00 _ $14,400.00 6800 _001 'TRAF SOT INSTALLATION_ _ T EA 1_ 2.00 $48,000 00 -_$96 000.00 $44 400 001 $88,800.00 - - -- A ---- - '--- --- 9002 � 001 TUBE FILTER __ �-E � __ 50.00 $55.00 $2,750.00 _ $50 00 $2,50000 _ _ 5_0.00 _$2000 _$1,000.00 __ $6.00i_ _$30_0_.00 !Casing Steel 2 in. complete in lace,including abor,associated 9( )( ) PATER UTILITIES 9 --- - 9003 001 REMOVE TUBE FILTER EA I 605 001 ! specifications.g I )(appurtenances, O ln.)complete all innplace strict ,accordance ncluding laborhasplans souafed LF 88.00 - $36.001, -- $10,032.00 605 *'I 002 materials and appurtenances,all in strict accordance with plans and LF 42.00 $75.00 $3,150.00 $140.00 $5,880.00 ' specifications. li j Casing(Steel)(16in.)complete in place,including labor,associated - - 605 003 materials and appurtenances,all in strict accordance with plans and l LF 23.00 $110.00; $2,530.00 $175.00 $4,025.00 'specifications. 605 004 p Gfacis and)appurtenances,all in str ct accordance dance with plan a associated LF �- - - -13.00_- -- $135 00 ---- -- - - --- - $2,470.00 J $1,755.00 $19000 Trench Safety System,complete in place,including labor, - -- 712 001 associated materials and appurtenances,all in strict accordance LF 500 00 $1.00 $500.00 $0 10 $50.00 l Iwith plans and specifications. ! _ _ �_- --- -_ CITY OF AUMO T BID TAB FANNIN STREET DRAINAGE WT PAGE 14 OF 15 BRYSTAR CRAVENS CONTRACTING SERVICES INC. INC. Item ! Item Unit Estimated Unit Total Unit Total Unit Total No. Code All Description Measure Quantit Price Price Price Furnish&Install 6"class 150-C-900 PVC waterline,complete in 810 001 place,including all labor,materials,excavation,insertion pits, l LF 1 121.00 $30.001 $3,630.00 $49.001 $5,929.00 bedding,backfill,testing,compaction,and surface restoration,all in strict accordance with plans_and specifications. place, &Install all clans materials, PVC waterline,complete in �I LF 30.00 $5500 $1,650.00 $51.00�,I $1,530.00 810 002 ('place,including all labor,materials,excavation,insertion pits '. ibedding,backfill,testing,compactor,and surface restoration,all in strict accordance with plans and specifications. I - . Furnish&Install 12"class 150-C-900 PVC waterline,complete in 810 003 place,including all labor,materials,excavation,insertion pits LF 30.00 $110.00 $3,300.00 $59.001 $1,770.00 bedding,backfill,testing,compactor,and surface restoration,all in _ 'strict accordance with plans and specifications. IFurnish&Install 6"MJ Solid Sleeve,complete in place,including all 810 004 labor,associated materials and fittings,excavation,backfill,testing, EA 3.00 $250.001 $750.00 $950.00', $2,850.00 --- iFumtsh&t install 89 MJ Solid Sleeve,complete in place,indcludingt EA - - —--- 1 specfications � $3__00 $1,260.001 $1,260.00 $.,60.00 labor,associated materials and fittings,excavator backfill,testing, 8115 � 1.00 $3000011 nn s�van �2 I and thrust blocking,all in strict accordance with plans and _ specifications. IFurnish&Install 12"MJ Solid Sleeve,complete in place,including 1 $450.00 $1,960.00 810 006 all labor,associated materials and fittings,excavation,backfill, EA 1.00 $450 001 $1,960.00 testing,and thrust blocking,all in strict accordance with plans and '.. .specifications. Furnish&Install Temporary Fire Protection,complete in place, 810 007 lincluding all size(s),temporary piping,saddles,valves,corp.stops, LF 1 200.00 $40.00 $8,000.00 $72.001 $14,40D.00 testing,and temporary connect to existing water lines,all in strict accordance with plans and specifications. Furnish&Install 6"Resilient Wedge Gate Valve&Valve Box as per Cli iSections 805 and 811 of the specifications,complete in place 811 001 �'I including all excavation,bedding,backfill,testing,sterilization thrust EA 4.00 $770.00 $3,080.00 $1,100.001 $4,400.00 (blocking,and fittings,all in strict accordance with plans and ._.!specifications. 1 (Fumish&Install 8"Resilient Wedge Gate Valve&Valve Box as per Sections 805 and 811 of the specifications,complete in place. 811 002 including all excavation,bedding,backfill,testing,sterilization,thrust) EA 1 1.00 $1,100.00, $1,100.00 $1,430.001, $1,430.00 1 Furnish&Install 12"Resilient Wedge Gate Valve&Valve Box as , blockin g and fittings,all in strict accordance with plans and specifications F 811 003 per Sectons 805 and 811 of the specifications,complete in place, including all excavator,bedding,backfill,testing,sterilization,thrust 11 EA 1.00 $2,000.00', $2,000.00 $2,30000 $2,300.00 blocking,and fittings,all in strict accordance with plans and ,specifications. CITY OF AUMO T BID TAB FANNIN STREET DRAINAGE P PAGE 15 OF 15 BRYSTAR CRAVENS CONTRACTING SERVICES INC. INC. Item Item li Unit Estimated Unit Total Unit Total Unit Total No. Code Alt Description Measure Quantity Price Price Price SANITARY SEWER _ X11 T7"SANITARY SEWER REPLACEMENT,complete in lace,all P P I (excavation,backfill,concrete,36"steel casing,rings and covers 600 001 LS 1.00 $70,000.00 $70,000.00 $69,800.00 $69,800.00 (30"nominal opening),stainless steel rain stopper(insert)and 1 j testing,all in strict accordance with plans and specifications -� Furnish&Install 4"PVC SCH 40 Long Side Sanitary Sewer 11 !Service,complete in place,including all excavation,backfill, 11 702 001 EA t00 $1,400.00 $1,400.00 $1,140.00 $1,140.00 ibedding,compaction,testing,surface restoration,and bypass ( 11 1 pumping,all in strict accordance with plans and L ----[Furn sh I alll 6 PVC SDR 2Sanitary Sew Line, mete in 4 di b l compaction, 702 002 te LF �- --- _.--3-0 2.0-0 $28.00�... $8,-4-56.-0-0_ _.—. $35_7.0-- -_$._1._0_,78_1.40 sting, _ surface restoration,and bypass pumping,all in strict l accordance with plans and specifications. MANHOLES-FURNISH&INSTALL SANITARY SEWER STRUCTURES(<5 FT.),complete in place,all excavation,backfill, 708 001 concrete,dng and cover(30"nominal opening),stainless steel rain EA 3.00 $2,200.00( $6,600.00 $1,760.00 $5,280.00 stopper(insert)and testing,all in strict accordance with plans and specifications. TOTAL COST $6,551,633.85 $6,836,388.30 RESOLUTION NO. WHEREAS, bids were solicited for the Fannin Street Drainage Improvement Project; and, WHEREAS, Reytec Construction Resources, Inc., of Houston, Texas, submitted a bid in the amount of $4,992,554.15; and, WHEREAS, City Council is of the opinion that the bid submitted by Reytec Construction Resources, Inc., should be accepted; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the bid submitted by Reytec Construction Resources, Inc., of Houston, Texas, in the amount of$4,992,554.15 for the Fannin Street Drainage Improvement Project be accepted by the City of Beaumont. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 19th day of January, 2010. - Mayor Becky Ames - 2 January 19,2010 Consider approving the purchase of eight (8) para-transit buses for the Beaumont Municipal Transit System T • E • X • A • S City Council Agenda Item TO: City Council FROM: Kyle Hayes, City Manager PREPARED BY: Laura Clark, Chief Financial Officer MEETING DATE: January 19, 2010 REQUESTED ACTION: Council consider approving the purchase of eight (8) para-transit buses for the Beaumont Municipal Transit System. RECOMMENDATION The administration recommends approval of the purchase from Texas Bus Sales of Houston in the amount of$865,358. BACKGROUND Pricing for the buses was obtained through a competitively bid contract originated by Seven Acres Jewish Senior Care Services of Houston and other joint participants. The contract complies with all State of Texas and federal requirements and procurement statutes. Beaumont Municipal Transit has offered para-transit services since 1983. These services consist of specialized door to door transportation for the disabled who qualify under the Americans with Disabilities Act of 1990. The current fleet of para-transit buses are 2003 models with high mileage. The Federal Transit Administration recognizes the useful life of a para-transit bus to be approximately six years. Two (2) of the current buses will be retained as reserve fleet and the remaining six (6) buses will be disposed of according to the City's surplus equipment disposal policy. The basic warranty provided is twelve (12) months. Additional warranties provided are three (3) years on the chassis and five (5)years on the body structure. Warranty service is available from Texas Bus Sales. Delivery is estimated at one hundred twenty (120) to one hundred fifty (150) days. BUDGETARY IMPACT Grant funds for the entire purchase have been awarded to the City under the American Recovery and Reinvestment Act of 2009. RESOLUTION NO. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Council hereby approves the purchase of eight(8) para-transit buses for the Beaumont Municipal Transit System from Texas Bus Sales of Houston in the amount of $865,358. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 19th day of January, 2010. - Mayor Becky Ames - 3 January 19,2010 Consider authorizing the City Manager to increase the Surface Water Treatment Plant Improvements Phase I Project for"extra work" RICH WITH OPPORTUNITY 17C A► � T • E • X • A • S City Council Agenda Item TO: City Council FROM: Kyle Hayes, City Manager PREPARED BY: Dr. Hani J. Tohme, Water Utilities Director MEETING DATE: January 19, 2010 REQUESTED ACTION: Council approval of a resolution authorizing the City Manager to increase the Proposed Surface Water Treatment Plant Improvements Phase I Project for"extra work". RECOMMENDATION The Administration recommends approval of increasing the Proposed Surface Water Treatment Plant Improvements Phase I Project by $200,207.75. The proposed changes to the contract will furnish and install stairs and platforms for the new generators, weld monorail joints in the Chlorine Building, provide concrete paving around the Electrical Building, clean and re-caulk joints on the 5 MG clearwell cap, install ladders and step platforms in the meter vault, install a 6- inch liner wall at the mixed water channel, replace (2) magna drives at the backwash pumps, install a 3-inch PVC chlorine solution lines from Chemical Building to the Filter Building, add PVC expansion joints on wash lines in the Pulsator Basins, pulsator concrete and crack repairs in excess of bid quantities in Pulsator#3 (including labor and materials), reconfigure chemical metering pump piping, and upgrade electrical to the Radio Building and Metal Storage Building. The proposed changes will increase the contract time by 100 calendar days. The additional days including two approved rain days increases the total contract time to 750 calendar days. The proposed extra work will represent an increase of 2.49% of the original contract amount and a total increase of 8.40% of the original contract. BACKGROUND This project is the construction phase of the improvements at the Water Treatment Plant including renovating the pulsators, and building new chlorine and chemical feed facilities. The pulsators were originally sedimentation basins constructed in 1948. During the 1980's, the basins were converted into the pulsators. The project will repair the numerous cracks in the reinforced concrete walls and floors. The number of cracks in the walls is more severe than previously determined during the design phase of the project. The bid quantities for the cracks on the project were set up for all three pulsators, however the quantities were reached in the first pulsator. The project will include miscellaneous mechanical and electrical improvements including a building with provisions for two (2) 150OKW Caterpillar generators. The generators were Surface Water Treatment Plant Improvements Phase I Project January 19, 2010 Page 2 of 2 pre-purchased by the City due to the long lead delivery time and were delivered in January 2009. The changes will improve the future operation, provide emergency backup power, increase the efficiency of the Water Treatment Plant, and help the City meet required State and Federal regulations. Previous actions include: Resolution 08-137 in the amount of$8,041,191.50 was passed by City Council on May 6, 2008. Resolution 08-351 in the amount of$239,066.95 was passed by City Council on December 23, 2008. Resolution 09-040 in the amount of$26,195.75 was passed by City Council on February 10, 2009. Resolution 09-209 in the amount of$209,871.72 was passed by City Council on July 14, 2009. This Change Order is recommended for approval by the City Manager and the Water Utilities Director. BUDGETARY IMPACT Funds for the project are available in the Capital Program. I i APPROVAL OF CONTRACT CHANGE CHANGE ORDER No.Four DATE: January 11,2010 PROJECT: City of Beaumont,Texas Surface Water Treatment Plant Improvements Phase I OWNER: City of Beaumont,Texas 801 Main Street Beaumont,Texas 77704 CONTRACTOR: Allco,Inc. 6720 College Street Beaumont,Texas 77707 TO THE OWNER: Approval of the following contract change is requested. Reason for Change: Additional improvements to the project as described below. ORIGINAL CONTRACT AMOUNT: $ 8,041,191.50 THIS CHANGE ORDER Description: Net Change Stairs and platforms for new generators $ 32,277.00 Ref:CMR-026 Weld monorial joints in the Chlorine Building $ 2,667.00 Ref: CMR-027 Provide concrete paving around the Electrical Building $ 5,078.00 Ref: CMR-030 Clean and re-caulk joints on the 5 MG clearwell cap $ 3,036.00 Ref: CMR-032 Install ladders and step platforms in the meter vault $ 8,051.00 Ref: CMR-034 Install a 6-inch liner wall at the mixed water channel $ 29,641.00 Ref: CMR-035A Replace(2)magna drives at the backwash pumps $ 51,034.52 Ref.CMR-036 Install a 3-inch PVC chlorine solution lines from Chemical Building to the Filter Building $ 16,221.00 Ref.CMR-037 Add PVC expansion joints on wash water lines in the Pulsator Basins $ 3,094.00 Ref.CMR-038 Pulsator concrete and crack repairs in excess of bid quantities in Pulsator#3(including $ 24,559.85 labor and materials) Ref.CMR-039 Reconfigure chemical metering pump piping $ 4,620.00 Ref: PCM-011 Upgrade electrical to the Radio Building and Metal Storage Building $ 19,928.38 Ref: PCM-018 C:',W,,kfiles\Co—dt—s\Presse and Nwhols`;WTP Ph—l Imp,,—,nts\Cha geO,d,,Na45WP Phase 1.xls Surface Water Treatment Plant Improvements Phase I January 11,2010 Page 2 of 2 TOTAL AMOUNT OF THIS CHANGE ORDER $ 200.207.75 TOTAL AMOUNT OF PREVIOUS CHANGE ORDERS $ 475.134.42 TOTAL REVISED CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER: $ 8,716,533.67 CONTRACT TIME 465 Calendar Days Additional Contract Time From Previous Change Orders: 183 Calendar Days Additional Time Requested: 2 Calendar Days Revised Contract Time per this Change Order: 100 Calendar Days Total Additional Time: 285 Calendar Days Revised Contract Time: 750 Calendar Days CONDITION OF CHANGE: "Contractor acknowledges and agrees that the adjustments in contract price and contract time stipulated in this Change Order represents full compensation for all increases and decreases in the cost of,and the time required to perform the entire work under the Contract arising directly or indirectly from this Change Order and all previous Change Orders. Acceptance of this waiver constitutes an agreement between Owner and Contractor that the Change Order represents an all inclusive,mutually agreed upon adjustment to the Contract, and that Contractor will waive all rights to file a claim on this Change Order after it is properly executed." Recommended by: Approved by: Accepted by: Freese and Nichols,Inc. City of Beaumont Allco,Inc. Engineer Owner Contractor Date: Date: Date: �I C\WOrkfiles\ConsWrants`Presse and Nichols\WIP Phase I Improvements\Chang,0,d,,No45WP Phase I.xIs RESOLUTION NO. WHEREAS, on May 6, 2008, the City Council of the City of Beaumont, Texas, passed Resolution No. 08-137 awarding a contract in the amount of $8,041,191.50 to Allco, Ltd., Beaumont, Texas, for a contract for the Proposed Surface Water Treatment Plant Improvements Phase I Project; and, WHEREAS, Change Order No. 1 in the amount of $239,066.95 was required to furnish labor, equipment and material to install a new alum tank, the removal and disposal of deteriorated existing precast pipe supports, and furnish labor, equipment and material to install stainless steel pipe supports for each of the three(3) pulsators,thereby increasing the contract amount to $8,280,258.45; and WHEREAS, Change Order No. 2 in the amount of $26,195.75 was required to increase the pulsator concrete and crack repairs in excess of bid quantities in Pulsator#2, including labor and materials, increasing the contract time by ten (10) days for a total contract time of 530 calendar days, thereby increasing the contract amount to $8,306,454.20; and WHEREAS, Change Order No. 3 in the amount of $209,871.72 was required to demolish electric manhole duct banks, change PVC conduit to Rigid Galvanized Steel conduit at Electric Building, remove abandoned 24-inch pipeline, install handrails at Pulsator raw water channel, provide emergency power for SCADA transmitter, replace (2) 48-inch flow meters with (2) 36-inch flow meters with adaptors for accuracy, upgrade all windows and doors in Chemical Building to Hurricane rated, install new duct bank from electric manhole to switch rack, place PatchCrete wainscoat over exposed concrete block at Chemical Building, install Chemical Building roof drain line to existing catch basin, replace existing 4x4 wooden chlorine ton container runners with 40 lb. steel rail, sample pump modifications to submersible pumps in lieu of centrifugal pumps, repair leakage and concrete damage to the walls of the existing Mixed Water Channel, including repair of through-the-wall cracks with Combiflex, epoxy injection of 562 linear feet of cracks and sandblasting and coating of the exterior of the channel at Pulsators 1, 2, and 3, replace trolley hoist for Chemical Building, install electric manhole EMH-7, paint the external Vacuum Chamber structures for Pulsators 1 , 2, and 3, and additional 900 linear feet of 4- inch electrical PVC electrical installation to Administration Building from electrical switchgear manhole, increasing the contract time by 115 calendar days for a total contract time of 648 calendar days and increasing the contract amount to $8,516,325.92; and WHEREAS, Change Order No.4 in the amount of$200,207.75 is required to furnish and install stairs and platforms for the new generators, weld monorail joints in the Chlorine Building, provide concrete paving around the Electrical Building, clean and re-caulk joints on the 5 MG clearwell cap, install ladders and step platforms in the meter vault, install a 6-inch liner wall at the mixed water channel, replace (2) magna drives at the backwash pumps, install a 3-inch PVC chlorine solution lines from Chemical Building to the Filter Building, add PVC expansion joints on wash lines in the Pulsator Basins, pulsator concrete and crack repairs in excess of bid quantities in Pulsator#3 (including labor and materials), reconfigure chemical metering pump piping, and upgrade electrical to the Radio Building and Metal Storage Building, thereby increasing the contract amount to $8,716,533.67. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Manager is hereby authorized to execute Change Order No. 4 in the amount of $200,207.75, thereby increasing the contract amount to $8,716,533.67. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 19th day of January, 2010. - Mayor Becky Ames - 4 January 19,2010 Consider authorizing the City Manager to apply for and accept grant funding through the Texas Local Park Grant Program administered by the Texas Parks and Wildlife Department RICH WITH OPPORTUNITY [I 17C A. � T • E • X • A • S City Council Agenda Item TO: City Council FROM: Kyle Hayes, City Manager PREPARED BY: Tom Warner, Director of Public Works MEETING DATE: January 19, 2010 REQUESTED ACTION: Council consider authorizing the City Manager to apply for and accept grant funding through the Texas Local Park Grant Program administered by the Texas Parks and Wildlife Department's (TPWD) Recreation Grants Branch. RECOMMENDATION Administration recommends authorizing the City Manager to submit applications and to accept grant funds through the Texas Local Park Grant Program. BACKGROUND The Texas Recreation and Parks Account(TRPA) is funded through a portion of Texas sales tax received on select sporting good items. TRPA is administered by TPWD's Recreation Grants Branch and funds various grant programs made available to local government entities. The City of Beaumont is eligible to participate in the Texas Local Park Grant Program's Outdoor Recreation Grant and the Indoor Recreation Facility Grant. The Outdoor Recreation Grant funds are intended to acquire and develop new parkland or to renovate existing public recreation areas. The grant provides 50% matching grant funds with a maximum award of$500,000. The Indoor Recreation Facility Grant provides 50% matching grant funds with a maximum award of$750,000 to construct recreation centers, community centers, nature centers and other building facilities. If approved, the Outdoor Recreation Grant funds will be used to make improvements at Tyrrell Park such as a new playground and picnic shelters. The City will request the maximum amount of$500,000. If approved, the Indoor Recreation Facility Grant will be used to renovate the community center at Tyrrell Park. The City will request the maximum amount of$750,000. BUDGETARYIMPACT This grant program requires 50%matching funds from the City. Funds are available in the Capital Program and Capital Reserve. LOCAL PARK GRANT PROGRAM SAMPLE RESOLUTION AUTHORIZING APPLICATION A RESOLUTION OF THE city/county/etc., TEXAS HEREINAFTER REFERRED TO AS "APPLICANT," DESIGNATING CERTAIN OFFICIALS AS BEING RESPONSIBLE FOR, ACTING FOR, AND ON BEHALF OF THE APPLICANT IN DEALING WITH THE TEXAS PARKS & WILDLIFE DEPARTMENT, HEREINAFTER REFERRED TO AS "DEPARTMENT," FOR THE PURPOSE OF PARTICIPATING IN THE LOCAL PARK GRANT PROGRAM, HEREINAFTER REFERRED TO AS THE "PROGRAM"; CERTIFYING THAT THE APPLICANT IS ELIGIBLE TO RECEIVE PROGRAM ASSISTANCE; CERTIFYING THAT THE APPLICANT MATCHING SHARE IS READILY AVAILABLE; DEDICATING THE PROPOSED SITE FOR PERMANENT (OR FOR THE TERM OF THE LEASE FOR LEASED PROPERTY) PUBLIC PARK AND RECREATIONAL USES; AND CERTIFYING THAT THE APPLICATION HAS BEEN SUBMITTED TO THE APPROPRIATE REGIONAL COUNCIL OF GOVERNMENTS FOR THE TEXAS REVIEW AND COMMENT SYSTEM (TRACS) REVIEW. WHEREAS, the Applicant is fully eligible to receive assistance under the Program; and WHEREAS, the Applicant is desirous of authorizing an official to represent and act for the Applicant in dealing with the Department concerning the Program; BE IT RESOLVED BY THE APPLICANT: SECTION 1: That the Applicant hereby certifies that they are eligible to receive assistance under the Program, and that notice of the application has been posted according to local public hearing requirements. SECTION 2: That the Applicant hereby certifies that the matching share for this application is readily available at this time. SECTION 3: That the Applicant hereby authorizes and directs its (title of individual) to act for the Applicant in dealing with the Department for the purposes of the Program, and that (name of individual) is hereby officially designated as the representative in this regard. SECTION 4: The Applicant hereby specifically authorizes the official to make application to the Department concerning the site to be known as (project name) in the (city/county) of (name of city or count for use as a park site and is hereby dedicated (or will be dedicated upon completion of the proposed acquisition) for public park and recreation purposes in perpetuity (or for the lease term, if legal control is through a lease). Projects with federal monies may have differing requirements. SECTION 5: That the Applicant hereby certifies that a copy of the application has been submitted to the appropriate regional council of governments for Texas Review and Comments System consideration. Introduced, read and passed by the affirmative vote of the "Applicant" on this day of 20 Signature of Appropriate Official Typed Name and Title NOTE: ALL INFORMATION SHOWN IN THE "SAMPLE RESOLUTION" MUST BE INCLUDED IN THE RESOLUTION PASSED BY THE GOVERNING BODY OF THE SPONSOR APPLYING FOR PROGRAM FUNDS. A fillable version of this form is available in Appendix B. 8 RESOLUTION NO. A RESOLUTION OF THE CITY OF BEAUMONT, TEXAS, HEREINAFTER REFERRED TO AS "APPLICANT," DESIGNATING CERTAIN OFFICIALS AS BEING RESPONSIBLE FOR,ACTING FOR,AND ON BEHALF OF THE APPLICANT IN DEALING WITH THE TEXAS PARKS AND WILDLIFE DEPARTMENT, HEREINAFTER REFERRED TOAS"DEPARTMENT,"FOR THE PURPOSE OF PARTICIPATING IN THE LOCAL PARK GRANT PROGRAM, HEREINAFTER REFERRED TO AS "THE PROGRAM;" CERTIFYING THAT THE APPLICANT IS ELIGIBLE TO RECEIVE PROGRAM ASSISTANCE; CERTIFYING THAT THE APPLICANT MATCHING SHARE IS READILY AVAILABLE; DEDICATING THE PROPOSED SITE FOR PERMANENT (OR FOR THE TERM OF THE LEASE FOR LEASED PROPERTY) PUBLIC PARK AND RECREATIONAL USES; AND CERTIFYING THAT THE APPLICATION HAS BEEN SUBMITTED TO THE APPROPRIATE REGIONAL COUNCIL OF GOVERNMENTS FOR THE TEXAS REVIEW AND COMMENT SYSTEM (TRACS) REVIEW. WHEREAS, the Applicant is fully eligible to receive assistance under the Program; and WHEREAS, the Applicant is desirous of authorizing an official to represent and act for the Applicant in dealing with the Department concerning the Program; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: Section 1 . THAT the Applicant hereby certifies that they are eligible to receive assistance under the Program and that notice of the application has been posted according to local public hearing requirements. Section 2. THAT the Applicant hereby certifies that the matching share for this application is readily available at this time. Section 3. THAT the Applicant hereby authorizes and directs its City Manager to act for the Applicant in dealing with the Department for the purposes of the Program, and that Kyle Hayes is hereby officially designated as the representative in this regard. Section 4. THAT the Applicant hereby specifically authorizes the official to make application to the Department concerning the site to be known as Tyrrell Park Community Center and Recreational Site in the City of Beaumont for use as a park site and is hereby dedicated (or will be dedicated upon completion of the proposed acquisition) for public park and recreation purposes in perpetuity (or for the lease term, if legal control is through a lease). Projects with federal monies may have differing requirements. Section 5. THAT the Applicant hereby certifies that a copy of the application has been submitted to the appropriate regional council of governments for Texas Review and Comments System consideration. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 19th day of January, 2010. - Mayor Becky Ames -