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Home My WebLink About4B, 2009 PMP Payment #6EN HILLS Request for Council Action Prepared By: Kristine Giga, Civil Engineer Council Meeting Date: September 14, 2009 i 2009 Pavement Management Program Payment #6 Budgeted Amount: Estimated Actual Amount: Funding Source: $2,065,000 $1,583,141.01 PIR, Enterprise Funds, Special Assessments Recommendation: 1. Approve Payment #6 to Frattalone Companies, Inc. of Little Canada, Minnesota, in the amount of $156,449.89 for the 2009 Pavement Management Program Supporting Documents: 1. Memorandum from Civil Engineer Kristine Giga dated September 8, 2009. 2. Application for Payment #6. MEMORANDUM DATE: September 8, 2009 TO: Mayor and City Council Ron Moorse, City Administrator FROM: Kristine Giga, Civil Engineer SUBJECT: 2009 Pavement Management Program- Payment #6 BACKGROUND 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 DISC URRI(1N This pay request includes work completed through September 3rd. The work completed to date includes: curb and gutter, street excavation, Class 5 gravel base, bituminous base construction, driveway restoration, rain garden excavation and topsoil placement on Skiles Lane and Forest Lane. Also included is manhole and gate valve adjustments and sod placement on Glenarden Road and Glenarden Court. FINANCIAL IMPLICATIONS The following breakdown shows the funding sources and amounts for Payment #6: Funding Source Amount PIR $ 145,359.14 Surface Water Management $ 105814.17 Sanitary Sewer $ 138.29 Watermain $ 138.29 Total $ 1565449.89 RECOMMENDED COUNCIL ACTION Approve Payment #6 to Frattalone Companies, Inc. in the amount of $156,449.89 for the 2009 Pavement Management Program. C:\Documents and Settings\becky.brazys\Local Settings\Temporary Internet Files\OLK15F\9-14-09Memo_2009PMP_Payment6.doc CONTRACTOR`S PARTIAL PAY REQUEST 2009 PAVEMENT MANAGEMENT PROGRAM CITY OF ARDEN HILLS, MINNESOTA BMI PROJECT NO.: T18.100320 DISTRIBUTION: CONTRACTOR(l) OWNER (1) ENGINEER BONDING CO. (1) TOTAL AMOUNT BID PLUS APPROVED CHANGE ORDERS $1,1963,405.98 TOTAL, COMPLETED WORK TO DATE $8331897.35 i`OTAL, STORED MATERIALS TO DATE $0.00 1 DEDUCTION FOIE STORED MATERIALS USED IN WORK COMIPLETED 0.00 TOTAL, COMPLETED WORK & STORED MATERIALS $833,897.35 RETAINED PERCENTAGE 5% $417894.87 TOTAL AMOUNT OF OTHER PAYMENTS OR DEDUCTIONS $0.00 NET AMOUNT DUE To CONTRACTOR TO DATE $7922202.49 TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $6359752.60 $156,449.89 PAY CONTRACTOR AS ESTIMATE NO. 5 Certificate for Partial Payment 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 tree and correct statement of the contract amount for the period covered by this Estimate. Contractor: Frattal.one Companies, Inc. 3205 Spruce street St. Paul, MIN 55117 By Name Title Date (TIES AND AMOUNT: ENGINEER: BOLTON & MENK, INC., ENGINEERS, 12224 NICOLLET AVENUE, BURNSVILLE, MN. Travis Winter, P.E. Date APPROVED FOR PAYMENT: OWNER: City of Arden Hills By Name And Name , PROJECT ENGINEER Title Date Title Date Partial Pay Estimate o.: 2009 PAVEMENT MANAGEMENT PROGRAM CITY OF ARDEN HILLS MINNESOTA BMI PROJECT NO.: T16.100326 ITEM NO. RK COMPLETED THROUGH 913109 ITEM MOBILIZATION CLEAR AND GRUB TREE TREE - 2.5" CAL, B&B REMOVE EXISTING CONCRETE CURB AND GUTTER REMOVE CONCRETE PAVEMENT REMOVE BITUMINOUS PAVEMENT - ROADWAY AND CURBING REMOVE BITUMINOUS PAVEMENT- DRIVEWAY REMOVE DRAINAGE STRUCTURE REMOVE STORM SEWER PIPE REMOVE HYDRANT REMOVE VALVE SALVAGE AND REINSTALL BRICK PAVERS SALVAGE AND REINSTALL SPLIT RAIL FENCE COMMON EXCAVATION SUBGRADE EXCAVATION SELECT GRANULAR BORROW GEOTEXTILE FABRIC - WOVEN TYPE 5 TOPSOIL BORROW EXPLORATORY EXCAVATION DITCH CLEANING AND REGRADING AGGREGATE BASE CLASS 5 BITUMINOUS WEAR COURSE- 3" DRIVEWAYS LV4 BITUMINOUS (NEAR COURSE- STREETS LV4 BITUMINOUS NON -WEAR COURSE- STREETS LV3 BITUMINOUS MATERIAL FOR TACK COAT 4" PERFORATED P.E. EDGE DRAIN 4" PVC PIPE DRAIN CLERK -OUT P.E. YARD DRAIN 1211RC PIPE SEWER CL V DESIGN 3006 STORM 15"" RC PIPE SEWER CL V DESIGN 3006 (STORM) 18" RC PIPE SEWER CL V DESIGN 3006 (STORM) 21" RC PIPE SEWER CL III DESIGN 3006 (STORM) 12" RC PIPE APRON W/ TRASH GUARD 15" RC PIPE APRON WJ TRASH GUARD 21" RC PIPE APRON W1 TRASH GUARD CONNECT TO EXISTING STORM STRUCTURE CONNECT TO EXISTING STORM SEINER PIPE CONNECT TO EXISTING SANITARY SEWER PIPE CONNECT TO EXISTING SANITARY SEINER SERVICE PIPE CONNECT TO EXISTING SANITARY SEINER MANHOLE 4" SANITARY PVC SEINER PIPE 8" SANITARY PVC SEINER PIPE 10" SANITARY PVC SEINER PIPE 10"X4" PVC WYE HYDRANT LOWER HYDRANT UNIT PRICE $46, 071.43 $311.00 $441.00 $3.00 $2.20 $2.13 $279.00 $10, 00 $311.00 $249.00 $4.45 $23.00 $6.49 $4.87 $4.55 $0.85 $8.90 $363.00 $170.00 $7,50 $18.42 $69.24 $51.07 $2.04 $6.84 $,103.00 $155.00 $30.35 $31.78 $44.61 $57.43 $598.57 $679.26 $975.48 $541.37 $367.72 $960.16 $633.30 $1,082.73 $51.07 $115.98 $119.05 $245.15 $2 982.61 $1.021.45 AS BID ESTIMATED QUANTITY 1.00 LUMP SUM 12 EACH 12 EACH 57 LIN FT 1,014 SO YD 23,320 SQ YD 700 SQ YD 27 EACH 707 LIN FT 3 EACH 3 EACH 150 SQ FT 50 LIN FT 11 392 CU YD 1 901 CU YD 1,901 CU YD 12,303 SQ YD 6,384 CU YD 45 HOUR 40 HOUR 8,576 CU YD 647 SQ YD 2,328 TON 2,328 TON 1,414 GAL 2,293 LIN FT 12 EACH 2 EACH 788 LIN FT 97 LIN FT 30 LIN FT 26 LIN FT 4 EACH 2 EACH 1 EACH 3 EACH 13 EACH 9 EACH 2 EACH 1 EACH 12 LIN FT 29 LIN FT 65 LIN FT 2 EACH 3 EACH 21 LIN FT ESTIMATED AMOUNT $46,071.43 $3,732,00 $5,292.00 $171.00 $2,230.80 $16,790.40 $1,491.00 $7,533.00 $7,070.00 $933.00 $ 747.00 $667-50 $1,150.00 $73,934.08 $9,257.87 $ 8, 649.55 $104457.55 - .. . $56,817.60 $1 fi 335.00 $6, 800.00 $64,320.00 $11,917.74 $137,910.72; $118,890, 96 I $2,884.56 $115,684.12 $1 236.00 $310.00 $23,915.80 $3 082.66 $1 338.30 $1,493.18 $2, 394.28 $1, 358.52 $975A8 $1,624.11 $4,780,36 $8 641.44 $1, 266.60 $1,082.73 $612.84 $3,363.42 $7 738.25 $490,30 $8, 947.83 $1.532.18 PREVIOUS ESTIMATE ESTIMATED QUANTITY ESTIMATED AMOUNT 0.55 LUMP SUM ^ $251339.29 18 EACH $5,598.00 EACH 63 566 LIN FT SQ YD $189,00 $1,245.20 23320 SQ YD $16,790.40 892 SQ YD $1,899.96 EACH $8,928.00 _---.._32 -- 729 - . LIN FT $7,290.00 1 EACH $311.00 1 EACH $249.00 99 SO FT $440.55 25 LIN FT $575.00 9694 YD $62,914.06 677 _CU CU YD $3,296.99 077 CU YD $3,080.36 1204 SQ YD $1,023.40 801 CU YD $7,128,90 HOUR HOUR 6183 CU YD�^ $46,372.50 487 SQ YD $8,970.54 TON 1716 TON $87,636,12 GAL 1682 LIN FT $11.504.88! EACH 3 EACH $465.00 827 LIN FT $25 099.45 101 LIN FT $3,209.78 48 LIN FT $2 141.28 16 LIN FT $918.88 3 EACH $1 795.71 4 EACH $2 717.04 1 EACH $975.48 4 EACH $2165.48 16 EACH $5 883.52 11 EACH $10,561.76 2 EACH $1,266.60 1 EACH $1082.73 4 LIN FT $204.28 22 LIN FT $2 551.56 76 LIN FT $9 047.80 2 EACH $490.30 1 EACH LIN FT $2,982.61 COMPLETED TO DATE ESTIMATED QUANTITY ESTIMATED AMOUNT 0.70 LUMP SUM $32,260.00 18 EACH $51598.00 EACH 63 592 LIN FT SQ YD $189.00 $1.302.40 23320 SO YD $16,790.40 900 SQ YD $1 917.00 32 EACH 729 LIN FT $7,290.00 1 EACH $311,00 1 EACH $249.00 99 SQ FT $440.55 50 LIN FT, $1,150.00, 11392 CU YD $ 731934.08 806 CU YD $3,925.22 806 CU YD $3,667.30 1630 SO- YD $1, 385.50 1 299 CU YD $11, 561.10 HOUR -' 13 HOUR $2,210.00 8576 CU YD $64,320.00 487 SQ YD $8,970.54 TON 2436 TON $124 406.52 GAL 1997 LIN FT $13 659.4a 8 EACH $824.00 3 EACH $465.00 827 LIN FT $25 099.45 101 LIN FT $3 209.78 48 LIN FT $2 141.28 16 LIN FT $918.88 3 EACH $1795.71 4 EACH $2 717.04 1 EACH $975.48 4 EACH $2,165.48 16 EACH $5 883.52 11 EACH $10 561.76 2 EACH $1 266.60 1 EACH $1082,73 4 LIN FT $204.28 22 LIN FT $2 551.56', 76 LIN FT $9 047,80 2 EACH $490.30 1 EACH LIN FT $2 982.61 ........ ......................_............................._..:.......:..::...:...._......................................................................................... ....... Partial Pay Estimate No.: 2009 PAVEMENT MANAGEMENT PROGRAM CITY OF ARDEN HILLS, MINNESOTA BM1 PROJECT NO.. T16.100326 ITEM NO. RK COMPLETED THROUGH 913109 ITEM GATE VALVE AND BOX 6" POLYSTYRENE INSULATION 1.5" THICKNESS REPLACE GATE VALVE BOX TOP SECTION REPLACE GATE. VALVE BOX MID SECTION ADJUST GATE VALVE BOX LOWER MANHOLE CONSTRUCT DRAINAGE STRUCTURE DES R-1 2' x 3' CONSTRUCT DRAINAGE STRUCTURE DES 4020 - 48" CATCH BASIN CASTING ASSEMBLY R-3067 V STORM SEWER MANHOLE CASTING ASSEMBLY - STORM SEWER MANHOLE CASTING ASSEMBLY - SANITARY SEWER CHIMNEY SEAL ENERGY DISSIPATION MAT RIP RAP - CLASS 11 MODULAR BLOCK RETAINING WALL CONCRETE CURB AND GUTTER DESIGN B618 6" CONCRETE DRIVEWAY PAVEMENT CONCRETE VALLEY GUTTER TRAFFIC CONTROL INLET PROTECTION FLOTATION SILT CURTAIN TYPE WORK AREA SILT FENCE - PREASSEMBLED SODDING TYPE LAWN EROSION CONTROL, BLANKET - CATEGORY 3 TEMPORARY MAIL BOXES SALVAGE AND REINSTALL MAILBOX LANDSCAPING ALLOWANCE B10 CELL EXCAVATION TYPE 'B' SOIL MIX DOUBLE SHREDDED HARDWOOD MULCH TURF REINFORCEMENT MAT LANDSCAPE FABRIC BLACK POLY EDGER - 5" LANDSCAPE ROCK PEA GRAVEL 4" PERFORATED P.E. DRAIN TILE FOR 13[0 CELLS SHRUBS (2 GALLON CONTAINERS) PLANTS.11 PER 2.25 S.F.} GEOTEXTILE FABRIC - NONWOVEN Mn/DOT TYPE 1 AS BID PREVIOUS ESTIMATE COMPLETED TO DATE UNIT PRICE ESTIMATED QUANTITY ESTIMATED AMOUNT ESTIMATED QUANTITY ESTIMATED AMOUNT ESTIMATED QUANTITY ESTIMATED AMOUNT $1 128.70 $22.68 $194.07 $245.15 3 283 3 3 EACH $ 3 386.10 1 EACH $1 12 8.70 1 EACH $1 128.70 SQ YD EACH EACH EACH LIN FT EACH EACH EACH EACH EACH EACH SQ FT CU YD SQ FT LIN FT SQ YD SQ YD LUMP $UM EACH LIN FT LIN FT SQ YD SQ YD LUMP SUM EACH LUMP SUM CU YD CU YD CU YD SQ YD SQ YD LIN FT CU YD $6 418.44 $582.21 $735.45 $3186.95 $1,593.44 $37 415.40 $11 583,18 $15 337.08 $9,576,00 $19 611.60 $7,538.40 $816.00 $1,736.40 $2,860.00 $150,561.24 $44 821.71 $2 6Q5,75 $2 451.46 $6 537.28 $158.10 $4 311.03 $35,893.80 $3,859.68 $1.276,80 $4,187.74 $20 000.00 $13, 203.45 $32 844.54 $4,296,00 $7,227.28 $5,184.20 $1 881.90 $11 307.60 36 SQ YD 5 EACH 1 EACH 5 EACH 4 LIN FT 32 EACH 7 EACH 23 EACH 8 EACH 17 EACH 17 EACH 350 SO FT 7 CU YD SQ FT 10426 LIN FT 861 SQ YD 25 SQ YD 0,55 LUMP SUM 32 EACH 50 LIN FT 4713 LIN FT 5000 SQ YD 1440 SQ YD 1.00 LUMP SUM 56 EACH LUMP SUM 1610 CU YD 1228 CU YD 65 CU YD SQ YD SQ YD 462 LIN FT CU YD $816.48 $970.35 $245.15 $1225,75 $1 593.44 $36 281.60 $11 583.18 $10 689.48 $5107.20 $11 113.24 $4,271.76 $357.00 $607.74 $109 055.96 $35 051.31 $1 861.25 $1,348.36 $6 537.28 $127,50 $5 042.91 $10 200.00 $950.40 $f 276.80 $2 859.92 $9 418.50 $22,582.92 $1,560.00 $706.86 36 SQ YD 5 EACH 1 EACH $816.48 $970.35 $245.15 $245.15 $398.36 $1 133.80 $1 654, 74 464.76 $638,40 $653.72 $251.28 $1.02 13 4 33 7 33 15 30 30 800 5 EACH 4 LIN FT 32 EACH $1225.75 $1 593.44 $36 281.60 7 EACH 33 EACH 8 EACH $11 583,18 $15 337,08 $5107.20 17 EACH 17 EACH $11 113.24I $4 271.76 350 SQ FT $357,00 $86.82 $35.75 $10.46 $40.71 $74.45 $2 451,46 $204.29 $2.55 $1.07 $2.04 $0.66 20 80 14,394 1,101 35 1.00 32 62 4,029 17,595 5,848 7 CU YD $607.74 SQ FT 14394 LIN FT 1102 $0 YD 25 SQ YD 0.70 LUMP SUM 32 EACH 50 LIN FT 4713 LIN FT 13000 SQ YD 3522 SO YD $150 5G1.--- 24 $44,862.42 $1 861.25 $1 716.02 $6 537.28 $127.50 $5 042.91 $26 520.00 $2 324.52 $1 276.80 $51.07 20,000.00 1 82 1.00 1.00 LUMP SUM 69 EACH LUMP SUM $1,276.80 $3 523.83 $5.85 $18.39 1,257 1,786 1820 C U YD 1438 CU YD $10 647.00 $26 444.82' $24.00 $59.24 179 122 82 CU YD SQ YD $1 968.00 $3,22 $1.53 $83.76 $79.67 $5.88 $45.96 $3,06 $7.15 1,610 1,230 135 26 325 156 1 828 105 462 SQ YD LIN FT CU YD $ 706.86 C U YD $ 2 071.42 CU YO LIN FT $1 911.00 61 LIN FT $299.88 EACH $7169.76 EACH EACH $5 593.68 EACH SQ YD $760.751 SQ YD C U YD 51 LIN FT EACH EACH $299.88 SQ YD TOTAL AMOUNT: $1,196,405,98 TOTAL AMOUNT: $669,213.26 TOTAL AMOUNT: $$33,897,35