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Home My WebLink About4B, Payment #7 to FrattaloneEN HILLS Request for Council Action --------------- Prepared By: Kristine Giga, Civil Engineer Council Meeting Date: September 28, 2009 2009 Pavement Management Program Payment #7 Budgeted Amount: Estimated Actual Amount: Funding Source: $290659000 $195839141.01 PIR, Enterprise Funds, Special Assessments Recommendation: 1. Approve Payment #7 to Frattalone Companies, Inc. of Little Canada, Minnesota, in the amount of $65,067.96 for the 2009 Pavement Management Program Supporting Documents: 1. Memorandum from Civil Engineer Kristine Giga dated September 22, 2009. 2. Application for Payment V. EN HILLS MEMORANDUM DATE: September 28, 2009 TO: Honorable Mayor and City Council Members Ron Moorse, City Administrator FROM: Kristine Giga, Civil Engineer SUBJECT: 2009 Pavement Management Program- Payment ##7 Backsround The City of Arden Hills awarded Frattalone Companies, Inc., of Little Canada, Minnesota, the 2009 PMP on April 27, 2009, for a total contract amount of $1,196,405.98 Discussion This pay request includes work completed through September 15th. The work completed to date includes: rain garden plantings, trees, and landscape repairs for all project streets. Financial Implications The following breakdown shows the funding sources and amounts for Payment #7: Funding Source Amount PIR $ 38,931.65 Surface Water Management $ 157016.35 Sanitary Sewer $ 10,718.48 Watermain $ 401.48 Total $ 65,067.96 Council Action Requested Approve Payment #7 to Frattalone Companies, Inc. in the amount of $65,067.96 for the 2009 Pavement Management Program. I Wetro-inet.ttslardenhillslPR&PWIEngineeringl Cotrncil_Actionsl200919-28-09Memo 2009PMP Payment7.doc 1 CONTRACTOR'S PARTIAL. PAY REQUEST DISTRIBUTION: 2009 PAVEMENT MANAGEMENT PROGRAM CONTRACTOR (l ) CITY OF ARDEN HILLS, MINNESOTA OWNER (1 ) BMI PROJECT NO.: T16.100326 ENGINEER (1) BONDING CO. (1) TOTAL AMOUNT BID PLUS APPROVED CHANGE ORDERS $1,196,405.98 TOTAL, COMPLETED WORK TO DATE $902,389.95 TOTAL, STORED MATERIALS TO DATE $0.00 DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $0.00 TOTAL, COMPLETED WORK & STORED MATERIALS $902,389.95 RETAINED PERCENTAGE 5% $451119.50 TOTAL AMOUNT OF OTHER PAYMENTS OR DEDUCTIONS $0.00 NET AMOUNT DUE TO CONTRACTOR TO DATE $857,270.45 TOTA L AMOUNT PAID ON PREVIOUS ESTIMATES $792,202.49 PAY CONTRACTOR AS ESTIMATE NO. 7 $652067.96 Certificate for Partial Payment I hereby certify that, to the best of my knowledge and belief, all items quantities and prices of work and material shown on this Estimate are correct and that all work has been performed in full accordance with the terms and conditions of the Contract for this project between the Owner and the undersigned Contractor, and as amended by any authorized changes, and that the foregoing is a true and correct statement of the contract amount for the period covered by this Estimate_ Contractor: Frattalone Companies, Inc. 3205 Spruce Street St. Paul, MN 55117 By &.4 Name Title Date9 CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT: ENGINEER: BOLTON & MENK, INC., ENGINEERS, 12224 NICOLLET AVENUE, BURNSVILLE, MN. By , PROJECT ENGINEER Travis Winter, P.E. Date APPROVED FOR PAYMENT: OWNER: City of Arden Hills By Name Title Date And Name Title Date Partial Pay Estimate No.: 7 2009 PAVEMENT MANAGEMENT PROGRAM CITY OF ARbEN HILLS, MINNESOI"A gMl PROJECT NO.: T16.100326 WORK r.OMPI FTl=r) TW4pnl iryu air Keno 777 1 :v �:. is 1' ,�, , s: M�A' t $Tj NC � i Y: AN-1). . i ' ► M i•((I� N: � V .1f�� ,��1+1."jam; ry .,. 11.: :;: �� jQ� .,A'QUINT 0 VA 1 2 MOBILIZATION CLEAR AND GRUB TREE $46 071.43 1,00 LUMP SUM $46 071,43 0,70 LUMP SUM $32 250,00 0.95 LUMP SUM $43 767.86 3 TREE - 2.5" CAL B&B $311100 12 EACH 3 732.00 18 EACH $5 598,00 18 EACH $5,598.00 4 IREMOVE EXISTING CONCRETE CURB AND GUTTER $441.00 $3.00 12 57 EACH LIN FT $5 292.00 $171.00 63 EACH LIN FT 189.00 12 63 EACH LIN FT $5 292100 $189.00 5 6 REMOVE CONCRETE PAVEMENT REMOVE BITUMINOUS PAVEMENT - ROADWAY AND CURBING $2.20 $0.72 1 014 23 SO YD SQ 2 230.80 592 SO YD $1 t302.40 592 SO YD $1 1302,40 7 REMOVE BITUMINOUS PAVEMENT- DRIVEWAY $2.13 320 700 YD SO YD $16 790.40 $1 491.00 23320 900 SO YD SQ YD 16 790.40 $1 917.00 23320 900 SO YD SQ YD $16 790,40 $1 917.00 8 REMOVE DRAINAGE STRUCTURE $279.00 27 EACH 7 533.00 32 EACH 8 928,00 32 EACH 8 928.00 9 REMOVE STORM SEWER PIPE $10.00 707 LIN FT $7 070.00 729 LIN FT $7 290.00 729 LIN FT $7 290.00 10 REMOVE HYDRANT $311,00 3 EACH $933.00 1 EACH $311100 1 EACH $311.001 11 REMOVE VALVE $249,00 3 EACH $747.00 1 EACH $249.00 1 EACH $249.00 12 SALVAGE AND REINSTALL BRICK PAVERS $4,45 150 SO FT $667.50 99 SO FT $440.55 99 SO FT $440,55 13 SALVAGE AND REINSTALL SPLIT RAIL FENCE $23.00 50 LIN FT 1 150/00 50 LIN FT $1 150.00 50 LIN FT 1 150/00 14 COMMON EXCAVATION $6,49 11 392 CU YD $73 934,08 11392 CU YD $73,934.08 11392 CU YD $73 934.08 15 SUBGf ADE EXCAVATION 4,87 1,901 CU YD $9 257,87 806 CU YD $3 925,22 806 CU YD $3 925.22 16. SELECT GRANULAR BORROW $4155 1 901 CU YD $8 649,55 806 CU YD $3 667.30 806 CU YD $3 667.30 17 GEOYEXTILE FABRIC - WOVEN TYPE 5 $0.85 12,303 SO YD $10 457.55 1630 SO YD $1 385,50 1630 SO YD $1 385,50 18 TOPSOIL BORROW $8.90 6,384 CU YD $56 817.60 1299 CU YD $11 561,10 1323 CU YD $11 774.70 19 EXPLORATORY EXCAVATION $363.00 45 HOUR $16 335.00 HOUR HOUR 20 DITCH CLEANING AND REGRADING $170.00 40 HOUR $6 800.00 13 HOUR $2 210.00 13 HOUR $2 210,00 21 AGGREGATE BASE CLASS 5 1. $7.50 8,576 CU YD $64 320.00 8576 CU YD $64 320,00 8576 CU YD $64 320,00 22 BITUMINOUS WEAR COURSE- 3" DRIVEWAYS LV4 $18.42 647 SO YD $11 917,74 487 SO YD 8 970.54 791 SO YD $14 570.22 23 BITUMINOUS WEAR COURSE- STREETS LV4 $59.24 2 328 TON $137 910,72 TON 50 TON $2 962,00 24 BITUMINOUS NON -WEAR COURSE- STREETS LV3 $51.07 2,328 TON $118 890.96 2436 TON $124 406.52 2436 TON $124 406.52 25 BITUMINOUS MATERIAL FOR TACK COAT $2.04 1 414 GAL 12104.56 GAL GAL 26 4" PERFORATED P,E. EDGE DRAIN $6.84 2 293 LIN FT $15 684.12 1997 LIN FT 13 659,48 1997 LIN FT $13 659.48 27 4" PVC PIPE DRAIN CLEAN -OUT $103.00 12 EACH $1 236,00 8 EACH $824.00 8 EACH $824.00 28 P.E. YARD DRAIN $155.00 2 EACH $310100 3 EACH $465.00 3 EACH $465.00 29 12" RC PIPE SEWER CL V DESIGN 3006 STORM 30.35 788 LIN FT $23 915.80 827 LIN FT 25 099145 827 LIN FT $25 099.45 30 15" RC .PIPE SEWER CL V DESIGN 3006(STORM).$31.78 97 LIN FT 3 082166 101 LIN FT $3 209.78 101 LIN FT 3 209178 31 18" RC PIPE SEWER CL V DESIGN 3006 STORM 44.61 30 LIN FT $1 t.338,30 48 LIN FT $2 141.28 48 LIN FT $2 141.28 32 21" RC PIPE SEWER CL III DESIGN 3006 STORM $57,43 26 LIN FT $1 493.18 16 LIN FT 918,88 16 LIN FT $918.88 33 12" RC PIPE APRON W/ TRASH GUARD $598,57 4 EACH $2 394.28 3 EACH 1 3 EACH $1 795,71 34 15" RC PIPE APRON W/ TRASH GUARD $679,261 2 EACH $1 358.52 4 EACH t795,71 $2 717.04 4 EACH $2 717104 35 21" RC PIPE APRON W/ TRASH GUARD $975.48 1 EACH $975.48 1 EACH 975.48 1 EACH 975.48 36 CONNECT TO EXISTING STORM STRUCTURE $541.37 3 EACH $1 t 624.11 4 EACH $2 165.48 4 EACH $2 165.48 37 CONNECT TO EXISTING STORM SEWER PIPE $3Q7,72 13 EACH $4 780.36 16 EACH $5j883.52 16 EACH $5 $83.52 38 CONNECT TO EXISTING SANITARY SEWER PIPE $960,16 9 EACH 8 641.44 11 EACH $10 561.76 11 EACH $10 561.76 39 CONNECT TO EXISTING SANITARY SEWER SERVICE PIPE 633.30 2 EACH $1 266.60 2 EACH $1,266.60 2 EACH j $1 266.60 40 CONNECT TO EXISTING SANITARY SEWER MANHOLE $1 082.73 1 EACH $1 082173 1 EACH $1 082.73 1 EACH $1 082.73 41 4 SANITARY PVC SEWER PIPE $51.07 12 LIN FT $612.84 4 LIN FT $204.28 4 LIN FT $204.28 42 8" SANITARY PVC SEWER PIPE $115,98 29 LIN FT $3 363,42 22 LIN FT $2 551.56 22 LIN FT $... 2 551.56 43 10" SANITARY PVC SEWER PIPE $119.05 65 LIN FT 7 738.25 76 LIN FT $9 047.80 76 LIN FT $9 047.80 44 45 10"X4" PVC WYE HYDRANT 245.15 2 EACH $490.30 2 EACH $490.30 2 EACH $490.30 46 LOWER HYDRANT $2 982.61 $1 021.45 3 2 EACH LIN FT $8 947,83 $1 532.18 1 EACH $2 982,61 1 EACH $2 982.61 LIN FT LIN FT Partial Pay Estimate No.: �' 2009 PAVEMENT MANAGEMENT PROGRAM CITY OF ARDEN HILLS, MINNESOTA BMI PROJECT NO.: TI 6.100326 WORK COMPLFTFr) THRC)l JrM 011CR)o : .... ... ............... .. . . . . . . . . . . . . . . . . . . . . . t plo ATTW T. ry M AM VANT rY ATE. .:: AMAQUNTQ: 47 1 GATE VALVE AND BOX (611) .$11128.70 3 EACH $3,386.10 - 1 EACH $1,128.70 1 EACH $1 1 p128.70 48 POLYSTYRENE INSULATION (1,5" THICKNESS $22.68 283 SQ YD $6,418.44 36 SO YD $816.48 36 SQ YD 49 REPLACE GATE VALVE BOX TOP SECTION $194.07 3 EACH $582.21 5 EACH $970.35 9 EACH .$816.48 $1 746,63 50 REPLACE GATE VALVE BOX MID SECTION $245.15 3 EACH $735.451 1 EACH 2 EACH $490.30 51 ADJUST GATE VALVE BOX $245.15 13 EACH $3,186,95 5 EACH -....--$245.15 $1o225.75 9 EACH $2,206.35 52 LOWER MANHOLE $398.36 4 LIN FT $I t593.44 4 LIN FT $1 593.44 4 LIN FT $1 t593.44 53 CONSTRUCT DRAINAGE STRUCTURE DES R-1 (2, 1 x 30) $1o133.80 33 EACH $37415,40 32 EACH $36p281,60 32 EACH 54 CONSTRUCT DRAINAGE STRUCTURE DES 4020 - 4801 $1,654.74 7 EACH -$11 o583.18 7 EACH $11 583,18 7 EACH _$36j281,60 $11 o583.18 55 CATCH BASIN CASTING ASSEMBLY R-3067 V -(STORM SEWER) $464.76 33 EACH $15,337.08 33 EACH $1,51337.08 32 EACH $14p872.32 56 IMANHOLE CASTING ASSEMBLY -STORM SEWER $638.40 15 EACH $9P576.00 8 EACH $5t107.20 11 EACH $7P022.40 57 MANHOLE CASTING ASSEMBLY - SANITARY SEWER $653.72 30 EACH $19 611,60 17 EACH $119113.24 29 EACH $18,957.88 58 CHIMNEY SEAL $251.28 30 EACH $7,538.40 17 EACH $41271.76 29 EACH $7,287.12 59 ENERGY DISSIPATION MAT $1.02 800 SQ FT $816.00 350 SO FT $357.00 350 SQ FT $357.00 60 RIP RAP - CLASS 11 $86.82 20 CU YD $1 736.40 7 CU YD $607.74 7 CU YD $607.74 61 MODULAR BLOCK RETAINING WALL 435.75 80 SQ FT $20860.00 SQ FT 226 SQ FT $81079.50 62 CONCRETE CURB AND GUTTER DESIGN B618 ....-$10.46 14,394 LIN FT $150 561.24 14394 LIN FT $150,561.24 14394 LIN FT $150f561,24 63 6" CONCRETE DRIVEWAY PAVEMENT $40.71 itiol SQ YD ..$44,821.71 1102 SQ YD $44,862.42 1102 SQ YD $44, 62.42 64 CONCRETE VALLEY GUTTER ....-$74.45 35 SQ YD $205,75 25 SQ YD ...$1 t861,25 25 SQ YD $1,861.25 65 TRAFFIC CONTROL $2p.451.46 1.00 LUMP SUM $2o451,46 0.70 LUMP SUM $1 716.02 0.95 LUMP SUM $2,328.89 66 INLET PROTECTION $204.29 32 EACH $6 537.28 32 EACH $61537.28 32 EACH $6,537.28 67 FLOTATION SILT CURTAIN TYPE WORK AREA ...$2.55 .62 LIN FT $158.'10 50 LIN FT $127.50 50 LIN FT $127.50 68 SILT FENCE - PREASSEMBLED $1.07 4,029 LIN FT ...$4,311.03 4713 LIN FT $5t042.91 4713 LIN FT $5,042,91 69 SODDING TYPE LAWN $2.04 17 595 SQ YD $35,893.80 13000 SQ YD $26 520.00 13000 SQ YD $261520.00 70 EROSION CONTROL BLANKET - CATEGORY 3 $0.66 5,848 SQ YD $3j859.68 3522 SQ YD $21324.52 3732 SQ YD $2,463.12 71 TEMPORARY MAIL BOXES $1,276,80 1 LUMP SUM .$1,276.80 1.00 LUMP SUM $1 276,80 1.00 LUMP SUM $11276.80 72 SALVAGE AND REINSTALL MAILBOX $51.07 82 EACH $4,187.74 69 EACH $3,523.83 69 EACH 00) $31523'u*j 73 LANDSCAPING ALLOWANCE $20j000.00 1.00 LUMP SUM $20000.00 LUMP SUM 0.45 LUMP SUM $9,000.00 74 BIO CELL EXCAVATION $5.85 2,257 CU YD $13,203.45 1820 CU YD $10t647,00 1820 CU YD 75 TYPE 'B'SOIL MIX $18.39 1 1786 CU YD $32844.54 1438 CU YD ,$26,444.82 1438 CU YD $26,444.82 76 DOUBLE SHREDDED HARDWOOD MULCH $24,00 179 CU YD $4,296.00 82 CU YD $1,968.00 82 CUYD$1,968,00 77 TURF REINFORCEMENT MAT $59.24 122 SQ YD $7,227.28 SQ YD 10 SQ YD $592,40 78 LANDSCAPE FABRIC $3.22 1,610 SQ YD $5 184.20 SQ YD SQ YD 79 BLACK POLY EDGER: 511 $1.53 1,230 LIN FT ..$11881.90 462 LIN FT $706.86 462 LIN FT $706.86 80 LANDSCAPE ROCK $83.76 135 CU YD ?307,60 CU YD CU YD 81 PEA GRAVEL $79.67 26 CU YD 1$1-1 $2,071,42 CU YD CU YD 82 4" PERFORATED P.E. DRAIN TILE FOR BIO CELLS $5.188 325 LIN FT $1 911.00 51 LIN FT $299.88 51 LIN FT $299.88 83 SHRUBS (2 GALLON CONTAINERS)- $45.96 156 EACH $71169.76 EACH 156 EACH $71,169.76 84 PLANTS (1 PER 2.25 S.F. $3,06 1,828 EACH $5,593-68 EACH 981 EACH $3,001.86 85 GEOTEXTILE FABRIC - NONWOVEN Mn/DOT TYPE 1 .$7.15 105 SQ YD $750.75 SQ YD SQ YD TOTAL AMOUNT: $1,1969405.98 TOTAL AMOUNT: $833,897.35 TOTAL AMOUNT: $902,389.95