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R2004-123 08-09-04 FAILED FAILED 8~9~04 Resolution No. R2004-123 RESOLUTION NO. R2004.123 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AWARDING A BID FOR CONSTRUCTION SERVICES ASSOCIATED WITH THE CORRIGAN AREA DETENTION POND. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That the City opened bids for construction services associated with the Corrigan Area Detention Pond, and such bids have been reviewed and tabulated. Section 2. That the City Council hereby awards the bid to , in the amount of $ Section 3. The City Manager or his designee is hereby authorized to execute a contract for construction services associated with the Corrigan Area Detention Pond. PASSED, APPROVED and ADOPTED this the gth dayof August , A.D., 2004. ATTEST: TOM REID MAYOR YOUNG LORFING, TRMC CITY SECRETARY APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY urn Engineers ® Planners ® Project Managers P.O. Box 130089 Houston, Texas 77219-0089 5757 Woodway 77057-1599 Tel: (713) 780-4100 Fax: (713) 780-0838 July 27, 2004 TC&B Project No. 052.511256.0004 Mr. Joe Wertz Projects Director City of Pearland 3519 Liberty Pearland, TX 77581 Re: Mobility and Drainage Bond Program Corrigan Area Drainage -Contract No.2-Detention Pond Improvements Dear Mr Wertz: The City of Pearland Purchasing Office received sealed bids on June 2, 2004 on the above referent project Bids were received from three contractors. The bids received are shown on the attached Bid Tabulation. The low bidder was Triple B Services L L P with a bid of $2,782,970.25. The bid were tabulated and reviewed. Triple B Services, L.L.P has previously satisfactorily completed projects for the City of Pearland and in the City of Pearland In negotiations with Triple B Services, L L P it was determined that the construction cost could be reduced by relocating the proposed pump station to the southwest corner of the site, changing the configuration of the pump station structure changing the discharge piping and the intake configuration. The total negotiated reduction in construction cost of $415,977.80 is reflected in the attached Change Order No.1. It is our recommendation the project be awarded to the low bidder Triple B Services, L L P in the amount of $2,782,970.25 and execute Change Order No.1 in the amount of a cost decrease of $415,977 45. Sincerely, Jarfies W. Keller, P.E. Senior Project Manager Enc: Bid Tabulation Change Order No.1 cc: Craig Hester Rod McCrary Established in 1946 Engineering Excellence for Over One -Half Century AN AECOM COMPANY TurnerCo(Iie0Braden Inc. Engineers • Planners • Project Managers Date: Owner: November 7,2003 City of Pearland Contractor: Triple B Services, L.L.P. Engineer: Job Name: Job No.: Contract: Turner Collie & Braden Inc. Corrigan Area Drainage Improvements Contract 2 - Detention Pond 052.511256.0004 Bid No B2004-058 Construction Change Order Change Order No. 1 Amount Amount: ($415,977.80) Time Original Contract Previous Change Orders none Current Change Order # ;J Current Contract $2,782,970.25 $0.00 ($415,977.80) $2,366,992.45 Days The terms of the Agreement, dated 07/26/04, between Owner and Contractor are amended as follows: Description of Changes Relocate Pump Station and eliminate force main and related quanity adjustments APPROVED BY: OWNER By: Company: Title: Date: ACCEI D B144 : CO By: ktit, Company: M Title: Y cKn Gi e• Pace ker Date: q• Z /• 0ki 300 300 Comp Date N/A N/A n.�► �L I c(evi cars, L `..,? Fonn Date: 9/11/2001 TurnerCollie651Braden Inc. F igineers • Planners • Project Managers Date: Job Name: Job No.: Contract: November 7,2003 Corrigan Area Drainage Improvements Contract 2 - Detention Pond 052.511256.0004 Bid No B2004-058 Description of Changes Construction Change Order Change Order No. 1 CHANGE ORDER TABULATION ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE NET CHANGE 13 Haul and dispose excess excavated material -5000 CY $5.10 ($25,500.00) 18 18-inch RCP -18 LF $34.85 ($627.30) 19 24-inch RCP 100 LF $47.50 $4,750.00 20 24-inch ASCP -20 LF $38.00 ($760.00) 23 48-inch RCP -18 LF $128.00 ($2,304.00) 24 4" x 5" RCB -7 LF $200.00 ($1,400.00) 25 8' x 8' RCB ( Intake) 80 LF $468.00 $37,440.00 35 24-inch RCP SET 1 EA $900.00 $900.00 40 5 1/2" Channel Lock -500 SY $48.20 ($24,100.00) 41 8" Channel Lock -800 SY $68.00 ($54,400.00) 42 42-inch force main -560 LF $325.00 ($182,000.00) 43 Pump Station Structure -1 EA $392,700.00 ($392,700.00) 44 Pump Station Piping -1 EA $262,500.00 ($262,500.00) 43a Pump Station Structure 1 EA $385,200.00 $385,200.00 44a Pump Station Piping 1 EA $46,200.00 $46,200.00 48 6" Concrete Pavement with Lime Subgrade. -150 SY $52.50 ($7,875.00) 51 8" Lime Stablized Subgrade 75 SY $2.60 $195.00 52 Lime 2 Ton $163.00 $326.00 Sub this Sheet ($479,155.30) Total Form Date: 9/11/2001 TurnerCollieC5Braden Inc. Engineers • Planners • Project Managers Date: November 7,2003 Job Name: Job No.: Corrigan Area Drainage Improvements Contiact 2 - Detention Pond 052.511256.0004 Contract: Bid No. B2004-058 Description of Changes Construction Change Order Change Order No. 1 CHANGE ORDER TABULATION ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE NET CHANGE 53 6" Flex Base Course 75 SY $8.00 $600.00 54 2" Hot Mix Asphalt Conctete Pavement 75 SY $14.50 $1,087.50 61 Bollards -46 EA $260.00 ($11,960.00) 70 5" slope pacing 1300 SY $56.50 $73,450.00 LF LF LF LF LF LF LF EA EA EA LF LF SY LS Sub this Sheet $63,177.50 Total ($415,977.80) TOTAL Form Date: 9/11/2001 CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS CONTRACT NO. 2 CORRIGAN DETENTION POND & PUMP STATION MOBILITY AND DRAINAGE BOND PROGRAM BID TABULATION U 4 0 0 N 0 a". a Bids Received June 2, 2004 0. a EA. di 0 0 0 0 69 0 N e) 0 ci 0 N 0 0 0 N 0 0 ui 0 0 0 0 N 0 Cr 0 O Cr t9 0 0 co 0 0 ci 0 O 0 0 N 0 ci 0 N 69 0 ci N 01 69 0 0 O 0 66 O N co e) e) 0 0 0 0 0 N 0 O0) to 69 0 ci rn co- 69 01 0 0 e) 0 0 on 0 ci 0 on oo 010 0;0 IA VS 69 LO O EFS {oi a 0 0 69 0 0 01 0 CO 0 M to 0 ci 0 ui 10 o O 0 e) 0 69 0 N 0 0 0 0 ( 0 0 0 0 on• f0 01 0 m O 0 0 0 oio 0'0 0 CO F- 69 0 N (9 69 0 0I0 0 0 O t.. 010 Oi0 N'O6916 0 0 CD 6 O' EeCO l 0 69 0 ci o{o O 't 6 69 o ci a0) (9 69 0 0 O 10 0!O 69 or 19 co 10 69 0 69 t9 69; O 0 co e> CD (V e3 b 0 0 69 0 0 e) a 0 u) 69 0 N 69 69 0 0 0 v• 0) 69 e) V N DISPOSE OF EXIST ASP 0 VI DISPOSE OF EXISTING CONCRETE SPILLWAY b DISPOSE EXISTING CONCRETE SID e) 0 0 N 0 69 0 0 on 0 (V 132,500.00 j $ 69 in e) 0 ci 0 69 n N 0 el 0 69 N 0 CO 0 !� a a O 0 0 ci 0 ci 010 OliN trS 8 69i o0 69{0 ;VI 0 N N ter 69 (Ir co 0 N t9 0 0 vi 611 0 0io o o K 69 0 0 0 0 0 N V vCD M U z U W a0. co U U N 0 0 N 0 0 0 0 o ola- o (O, u) O M O aaa 0 ci 0 0 0 0 o co 0 0 tri a 0 ci 0 0 69 0 co 69 M 12.000.00 i $ 69 0 69 CD CO U 0 0 o M N t9 0 0. ci U U w 0 w O O 0 0co VI 15.000.00 j $ 69 rn 0 N 0 ci 0 te 0 N N 00 tri to 0 3 COOD CO en N A 69ve 0 on 0 h N 0'0 Nt- EA e) a 69 0 0 0 N 69 0 M 010 oio o ;o o:o Oil 01 EA NIM O WS 0 0 0 0 CS 6 N N N 69 69 O V Vi 0 0 Eri h 0 N aIa 0on 0 0 0 u0i n o; o 0v 0 olo 0 0 09 0 0Io OD Cr 0 0 a• l 0 N 6 69 69 0 tri 0 CO 0 0 tri 0o 0 0 00003 0 ci 0 0 0 a o10 0 0 o co 0 0 000 091e 0 N 0 co 0 0 69 0 N 69: 691 t91t9 (9 CO f9 e9 0 0 0 W o o co H. b CO CO 0 0 N azb n w 0 N U a O 0 N N CO gminiviviEgvim co 0 Elo 0 0 0 N 0 0 0 0 0 ci 0 0 fa (V oio 0; 0 0 Nt V 69 0 N N 0 0 d9 0 co 69 0 M O te to 0 0 0 0 00 N (`CO 0) c-1 69 69 O O 0 EA (Nn 0 0 e) 0 0 69 0 0 t9 0 0 e) 7 u3 N N N 8'x8' RCB. STO N 2 0col a N N 0 0 m t9 0 0 N ci cd 69 69 69 o ri 0 Cr EA en ci 69 ci 69 CD 491 -41 el os olo cni co 69 ci 01 Cr CP 00 69 ci to cni ci to o CFI 0 0 69 CI 69 ci U3 CO co en co 69 ci 69 Ci Cr 1.0 CD met 69 69 69 ci to to ut tic 01 tA ci Cr 01 ci co 69 co ci 69 69 to Eri ci co trl ci co 69 ci cn co co 03 00 4.1 0 Ci 0 CO ci tr CA- Ci 0 o te 611 Cr N 69 0 0 el 69 ci on ci cNE- ci ci te 16 CD 0 ci el co te ci 01 E/1 tt en co O Cel to to ci tr co i CO ci tf 69 CD Itt 6 69 69 cni co tri 69 to co co cci tr o o EA cr 0 69 el ci el EFS ci ci co co (19 on ci CO 61 ni to 69 EA to • 0 o OLE FOR 42' OLE FOR 48" STO tri 0 co a. 18"RCP 6:1 S 24"RCP 6:1S COI 30" RCP 6:1 SAF VI 136" RCP 6:1 S 48" DUCTILE IRON PIPE FL 48" DUCK BILL C CO to LOCK CON ci CO 69 0 0 Ci 0 at CO cp 01 CD cr cn di- o iq o to 1 43 ':.PUMP STATION VAULT ci co on to 69 0 oi 69 Cr 0 oc 01 co 69 En ci ci 69 ci ci CA ci 0 TRE CA Cti JO 69 ci tr ci tr LO 69 Ul Or EFS ci ci 0 co 93 ci co 61 co ci 69 ci to ci 69 CO 69 CO co to to cl 0 Ci 69 En 69 69 ci co LO CI 44 Hp 69 69 o 4;4 El in 110 DUCTILE IRO 110 Tr cop 0. co En 69 69 co cti 69 ci ai 69 01 69 Eri Ce 0 Cr LO 69 CP co CA CD Ci fA 01 It Cr Cr 011.0 le le Or 69 fie ci CD 101 ot e 69 con co • opt co ai 69 o 69 EA 01 0 0 • VI CD to tri 69 69 03 0 CS at 61 to CS 0 tiS CI CO (71 01 o tri to co co! • to 69 1 co to cti CO 0 Op • N CO !CO tOI co N co tri 0 N- CO 03 ci te to to ci 01 VS CD 0 Cr Cr 69 • t• ri o co co tri to co EA 69 CI ci Itc 69 0 0 Cr 69 0 Ci CO CA to ci fel 0 LO CI ul co 0 01 VI po If; 09 0 ci o Crl 69 EA CD cad 0 CO • 0 o ct 4.4 .71 el 0 0 0 VD VI or oc) 691 te o 0 ci tr CD ci co ci oi 69 CI tr 69 0 to on co ci Ern CO co o co to EFS 69 69 cp Eri co 03 69 Eri CA ci 69 69 69 VI 69 e 00 0 44 prit VI ci co 01 CA ci co 01 of 69 0 el 0 rwrol cip o. En 6 01 co 69 tri tri en 0 Cr Ul 03 co ci ci co CO el 69 ci o el CO e 69 o 0 ci co o ci to ci ci co 09 69 to 05 EFS Cr 61) ci ci CI 0 69 69 tO 69 Ul -EL CO 6 PEP 1109 0 0 LO 44 6 VD tO VD 0 cO CO 10 EA mt ot LO CO $ 2,854,266.00 $ 2,782,970.25 $ 1,689,120.00 j vi co co tu 0 to 0 to Efj o It) In 0 1- 11.