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Home My WebLink About2007-192 Council ResolutionCouncil Member g-% 1 tz_ introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 07-192 APPROVING PAYMENT REQUEST NO. 2 (FINAL) AND CHANGE ORDER NO. 2, 2007 SEALCOAT PROJECTS WHEREAS, pursuant to the resolution of the Council adopted April 9, 2007, awarding the contract for 2007 Sealcoat Project, Pearson Brothers, Inc.; WHEREAS, a complete breakdown is detailed in Payment No. 2 (Final) and Compensating Change Order No. 1; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: Compensating Change Order No. 1 and Payment Request No. 2 (Final) is approved for a final contract amount of $135,536.50. u i. e Bartell, C. Cler onn= , Acting Mayor Adopted by the Lino Lakes City Council this 26th day of November, 2007. The motion for the adoption of the foregoing resolution was duly seconded by Council Member �u tt and upon vote being taken thereon, the following voted in favor thereof: 3 if � , QUu- ,eY) The following voted against same: 1\1 Whereupon said resolution was declared duly passed and adopted. • • AGENDA ITEM 6G STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: November 26, 2007 TOPIC: Resolution No. 07 -192, Approving Payment Request No. 2 (Final) and Change Order No. 1, 2007 Sealcoat Project. VOTE REQUIRED: Simple Majority BACKGROUND: • At the April 9, 2007 meeting, City Council awarded the 2007 Sealcoat Project contract to Pearson Brothers, Inc. The contractor for the 2007 Street Sealcoat Project, Pearson Brothers, Inc. is requesting City approval of Payment Request No. 2 (Final) in the amount of $6,776.82. A copy of the Final Payment is attached. The contractor has satisfactorily completed all work and has provided all necessary documentation. Also included with the request for Final Payment is Compensating Change Order No. 1 in the deduct amount of $8,198.50. A copy of the Compensating Change Order is attached. With this Change Order, the final amount is $135,536.50, which is below the contract amount of $143,735.00. Approval of the Final Payment will begin the one -year warranty period. RECOMMENDATION: Staff recommends the approval of Resolution No. 07 -192, Approving Payment Request No. 2 (Final) and Change Order No. 1, 2007 Sealcoat Project. • TKDA • ENGINEERS • ARCHITECTS • PLANNERS 444 Cedar Street, Suite 1500 Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 Fax www.tkda.com Proj. No. 13849.000 Cert. No. 2(F) St. Paul, MN, August 30 , 20 07 To City of Lino Lakes, Minnesota This Certifies that Pearson Brothers, Inc. Owner , Contractor For 2007 Sealcoating Is entitled to Six Thousand Seven Hundred Seventy -Six Dollars and 82/100 FINAL being 2nd estimate for paitial payment on contract with you dated April 9 Received payment in full of above Certificate. TKDA Pearson Brothers, Inc. v,�Z , 20 07 Thomas D. Prew, ($ 6,776.82) 2007 RECAPITULATION OF ACCOUNT An Employee Owned Company Promoting Affirmative Action and Equal Opportunity CON '1'RACT PLUS EXTRAS PAYMENTS CREDITS Contract price plus extras $ 143,735.00 All previous payments $ 128,759.68 All previous credits Extra No. _ Compensating Change Order No. 1 $ (8,198.50) 1, „ Credit No. $ - „ „ AMOUNT OF THIS CERTIFICATE $ 6,776.82 Totals $ 135,536.50 $ 135,536.50 $ - Credit Balance $ - There will remain unpaid on contract after payment of this Certificate $ - $ 135,536.50 I $ 135,536.50 $ - An Employee Owned Company Promoting Affirmative Action and Equal Opportunity • • TKDA Engineers - Architects - Planners Saint Paul, Minnesota 55101 PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS Estimate No. 2(F) Period Ending August 30 , 20 07 Page 1 of 1 Proj. No. 13849.000 Contractor Pearson Brothers, Inc. Original Contract Amount $143,735.00 Project 2007 Sealcoating Location City of Lino Lakes, Minnesota Total Contract Work Completed Total Approved Credits Total Approved Extra Work Completed $ 0.00 Approved Extra Orders Amount Completed Total Amount Earned This Estimate $ 135,536.50 $ 0.00 $ 0.00 $ 135,536.50 Less Approved Credits $ 0.00 Less 0 % Retained $ 0.00 Less Previous Payments $ 128,759.68 Total Deductions $ Amount Due This Estimate 128,759.68 $ 6,776.82 Date 1— 4-6 : Date August 30, 2007 ESTIMATE NO. 2(F) . 07 SEALCOATING OF LINO LAKES, MINNESOTA TKDA PROJECT NO. 13849.000 ITEM NO. DESCRIPTION !c PERIOD ENDING: August 30, 2007 CONTRACT QUANTITY UNIT QUANTITY TO DATE UNIT AMOUNT PRICE TO DATE 116, 1 FA -2 1/8" TRAP ROCK CHIPS 2 CRS -2 ASPHALT 3 CRACK SEALING - (MATERIAL SUPPLIED BY CITY) TN 1,450.0 1,375.0 $ 69.00 $ 94,875.00 GA 39,560.0 33,000.0 $ 1.00 $ 33,000.00 LB 3,750.0 6,965.0 $ 1.10 $ 7,661.50 TOTAL ESTIMATE NO. 2(F) • • $ 135,536.50 • CHANGE ORDER TKDA Engineers - Architects - Planners COMPENSATING Saint Paul, MN August 30 20 07 Proj. No. 13849.000 Change Order No. 1 To Pearson Brothers, Inc. for 2007 Sealcoating for City of Lino Lakes, Minnesota You are hereby directed to make the following change to your contract dated April 9 , 20 07 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) (decrease) (net-change) the contract sum by Eight Thousand One Hundred Ninety -Eight Dollars and 50 /100 ($8,198.50 ). This change order provides for changes in the work of this contract according to the attached itemization. NET CHANGE = $ (8,198.50) Amount of Original Contract $ 143,735.00 Additions approved to date (Nos. ) Deductions approved to date (Nos. ) Contract amount to date Amount of this Change Order (ME) (Deduct) (No Change) Revised Contract Amount Approved City of Lino Lakes Owner TKDA By By s Thomas D. Prew Approved Pearson Brothers, Inc. White - Owner Contractor Pink - Contractor �+ (� Blue - TKDA By CC6L1 $ 143,735.00 $ (8,198.50) $ 135,536.50 COMPENSATING CHANGE ORDER NO. 1 2007 SEALCOATING eTY OF LINO LAKES, MINNESOTA DA PROJECT NO. 13849.000 ITEM NO. DESCRIPTION CONTRACT QUANTITY UNIT QUANTITY TO DATE fei114DP7`SSEALCDAT, NGS P °, u... UNIT PRICE PERIOD ENDING: August 30, 2007 AMOUNT TO DATE NET CHANGE CONTRACT AMOUNT 1 FA -2 118" TRAP ROCK CHIPS 2 CRS -2 ASPHALT 3 CRACK SEALING - (MATERIAL SUPPLIED BY CITY) TN GA LB 1,450.0 39,560.0 3,750.0 1,375.0 $ 33,000.0 $ 6,965.0 $ 69.00 $ 94,875.00 $ (5,175.00) $ 100,050.00 1.00 $ 33,000.00 $ (6,560.00) $ 39,560.00 1.10 $ 7,661.50 $ 3,536.50 $ 4,125.00 TOTAL COMPENSATING CHANGE ORDER NO. 1 1 • $ 135,536.50 $ (8,198.50) $ 143,735.00 0 OUTLET PIPE IN RIP-RAP MARSH INFILTR 10-894 - POND SOU 897- _ rt 2 MODULAR BLOCK RETAINING WALL ---60-11\_=—',7,3 0 4 NON-PERF. PIPE FROM WALL TO OUTLET. MISCELLANEOUS LANDSCAPING ITEM DESCRIPTION 1 UNIT 1 QTY I LOCATION NOTES 1 1 MODULAR BLOCK RETAINING WALL I SO FT I 123 1 PER PLAN i I I I PLANTING KEY Inehte \Ian 0 0 0 0 0 DESIGN TEAM ; CONIFEROUS TREE FT I COMMON NAME UNIT I QTY SIZE ! ROOT SPACING NOTES IBMS 1 BLACK HILLS SPRUCE EACH 14 ! 7' HT i B&B I 13' OC NOTES C) PAID FOR AS 2571. CONIFEROUS TREE 7' HT B&B. DRAWN BY: _JILT_ DESIGNER: _WEL CHECKED BY: _Sad_ 1 SRHI3Ofl5fO7 ADDED 123 SOFT MODULAR BLOCK MEI 'MUMMIES RETAINING WALL AND 14 BLACK HILLS SPRUCE TO INFILTRATION POND NO.1 BY DATE REVISIDt4S SEH 14-B RETAINING WALL COORDINATES POINT 1 COORDINATES X 600 539124.1471 151498.0993 601 539104.0982 : 151454.4869 C I NONE. (651)490-2000 3535 101001110 CENTER OR 5T.P111.(6) 5500 1 'OF EINCJL KES MINNESOTA DEPARTMENT OF TRANSPORTATION 6' 10 0 10 20 TTTT fest 6001e 5 STATE PROJ. NO. 0280-55 (TH 351) STATE AID PROJ. NO. 02-623-13 & 210-020-04 C.S.A.H. 23 (LAKE DRIVE) LANDSCAP IN G PLAN L4 .1,005csxd LS1 A a w U 0 0 0 0 0 904 903 902 901 0 +48, 0 +02 900 5 "_ ASS_5_AGG. A.TE 899 r 903.0 901.7 BOTTOM OF WALL =900.3 899.8 r T r T r r 898 0+00 0+50 1+00 Ot BLOCK DIMENSIONS: FRONT FACE - 16" H x 4B" W MIN. BLOCK DEPTH - 24" MIN. O 4" DIAMETER PERFORATED POLYETHYLENE PIPE (MNDDT 3278) WRAPPED IN TYPE I GEOTEXTILE SOCK (MNDOT 3733). PROVIDE OUTLETS W /PERFORATED END CAP. CONSTRUCT OUTLET PIPE PER PLAN. SCARIFY SOILS BELOW AGGREGATE BASE LEVELING PAD TO A DEPTH OF 12' AND RECOMPACT TO 100% OF STANDARD PROCTOR MAXIMUM DRY UNIT WEIGHT. O CONCRETE STAIN, SEALANT, AND ANTI- GRAFFITI COATING TO BE APPLIED TO WALL FACE. (SEE PROJECT MANUAL) FILL VOIDS WITH 3/4 " CLEAN DRAIN ROCK BLOCK FACE J J o DSIGN TEAM 1 FSRHjID /15/OTI ADDED 123 SOFT MODULAR BLOCK. I . DRAWN BY: .RAT ( € RETAINING WALL AND 14 BLACK HILLS DESIGNER Hi R - I SPRUCE TO INFILTRATION POND [( CFECKED BY: SBIL , ( I NO. BY( DATE € REVISIONS it PLAN BLOCK DETAIL MATCH EXISTING GRADE MNDOT TYPE H NON -WOVEN GEOTEXTILE (MNDDT 3733) 1 TOPSOIL 3/4' CLEAN DRAINAGE ROCK O4" PERFORATED PIPE ()MODULAR BLOCK RETAINING WALL • 14' MIN SELECT GRANULAR BORROW (MNDOT 3149.262) LIMITS OF EXCAVATION CLASS 5 AGGREGATE BASE LEVELING PAD (MNDDT 313B) EL 903.0 • B' MIN (M -) APPROX. EL 901.3 1:3 BOTTOM WALL - EL 900.3 21096.... :.r . .5K. . K. DIEgLINV_ ,,.. ID06/2007 fcC SEH NOM, cs1e9D-z000 SS V.DN.B MITER WL ST. PYL. W 5110 MINNESOTA DEPARTMENT OF TRANSPORT -ATION t STATE PROJ. NO. 028D -55 (TH 35W) STATE AID PROJ. NO. 02- 623 -13 & 210 - 020 -04 C.S.A.H. 23 (LAKE DRIVE) LANDSCAP INC DETAILS -6 ±4E 0 +02 900 5 "_ ASS_5_AGG. A.TE 899 r 903.0 901.7 BOTTOM OF WALL =900.3 899.8 r T r T r r 898 0+00 0+50 1+00 Ot BLOCK DIMENSIONS: FRONT FACE - 16" H x 4B" W MIN. BLOCK DEPTH - 24" MIN. O 4" DIAMETER PERFORATED POLYETHYLENE PIPE (MNDDT 3278) WRAPPED IN TYPE I GEOTEXTILE SOCK (MNDOT 3733). PROVIDE OUTLETS W /PERFORATED END CAP. CONSTRUCT OUTLET PIPE PER PLAN. SCARIFY SOILS BELOW AGGREGATE BASE LEVELING PAD TO A DEPTH OF 12' AND RECOMPACT TO 100% OF STANDARD PROCTOR MAXIMUM DRY UNIT WEIGHT. O CONCRETE STAIN, SEALANT, AND ANTI- GRAFFITI COATING TO BE APPLIED TO WALL FACE. (SEE PROJECT MANUAL) FILL VOIDS WITH 3/4 " CLEAN DRAIN ROCK BLOCK FACE J J o DSIGN TEAM 1 FSRHjID /15/OTI ADDED 123 SOFT MODULAR BLOCK. I . DRAWN BY: .RAT ( € RETAINING WALL AND 14 BLACK HILLS DESIGNER Hi R - I SPRUCE TO INFILTRATION POND [( CFECKED BY: SBIL , ( I NO. BY( DATE € REVISIONS it PLAN BLOCK DETAIL MATCH EXISTING GRADE MNDOT TYPE H NON -WOVEN GEOTEXTILE (MNDDT 3733) 1 TOPSOIL 3/4' CLEAN DRAINAGE ROCK O4" PERFORATED PIPE ()MODULAR BLOCK RETAINING WALL • 14' MIN SELECT GRANULAR BORROW (MNDOT 3149.262) LIMITS OF EXCAVATION CLASS 5 AGGREGATE BASE LEVELING PAD (MNDDT 313B) EL 903.0 • B' MIN (M -) APPROX. EL 901.3 1:3 BOTTOM WALL - EL 900.3 21096.... :.r . .5K. . K. DIEgLINV_ ,,.. ID06/2007 fcC SEH NOM, cs1e9D-z000 SS V.DN.B MITER WL ST. PYL. W 5110 MINNESOTA DEPARTMENT OF TRANSPORT -ATION t STATE PROJ. NO. 028D -55 (TH 35W) STATE AID PROJ. NO. 02- 623 -13 & 210 - 020 -04 C.S.A.H. 23 (LAKE DRIVE) LANDSCAP INC DETAILS