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Home My WebLink About4B, Payment #5 to Frattalone for 2009 PMPEN HILLS Request for Council Action Prepared By: Kristine Giga, Civil Engineer Council Meeting Date: August 31, 2009 Motion to approve Payment #5 to Frattalone Companies, Inc. of Little Canada, Minnesota, in the amount of $105,190.90 for the 2009 Pavement Management Program Budgeted Amount: Estimated Actual Amount: Funding Source: $29065,000 $11583,141.01 PIR, Enterprise Funds, Special Assessments Recommendation: 1. Approve Payment #5 to Frattalone Companies, Inc. of Little Canada, Minnesota, in the amount of $105,190.90 for the 2009 Pavement Management Program Supporting Documents: 1. Memorandum from Civil Engineer Kristine Giga dated August 25, 2009. 2. Application for Payment #5. MEMORANDUM DATE: August 25, 2009 TO: Mayor and City Council Ron Moorse, City Administrator FROM: Kristine Giga, Civil Engineer SUBJECT: 2009 Pavement Management Program- Payment #5 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 DISCI T�P%I0N This pay request includes work completed through August 15th. The work completed to date includes: manhole and gate valve adjustments on phase 1 streets, bituminous base course and bituminous driveway pavement on phase 2 streets, rain garden excavation and amended soil placement on phase 2 streets, as well as street excavation and gravel base construction on Skiles Lane in phase 3. FINANCIAL IMPLICATIONS The following breakdown shows the funding sources and amounts for Payment #5: Funding Source Amount PIR $ K961.47 Surface Water Management $ %429.29 Sanitary Sewer $ 149707.95 Watermain $ 92.19 Total $ 105,190.90 RECOMMENDED COUNCIL ACTION Approve Payment #5 to Frattalone Companies, Inc. in the amount of $105,190.90 for the 2009 Pavement Management Program. \\Metro-inet\ardenhills\Admin\Council\Agendas & Packet Information\2009\08-31-09 Regular\Packet Information\4B - 8-31- 09Memo_2009PMP_Payment5.doc CONTRACTOR'S PARTIAL PAY REQUEST DISTRIBUTION: 2009 PAVEMENT MANAGEMENT PROGRAM CONTRACTOR (1) CITY OF ARDEN HILLS, MINNESOTA OWNER (1) BM I PROJECT NO.. T16.100326 ENGINEER 1 BONDING CO. (1) TOTAL AMOUNT BID PLUS APPROVED CHANGE ORDERS $11195,405.98 TOTAL, COMPLETED WORK TO DATE $5592213.26 TOTAL, STORED MATERIALS TO DATE $0.00 DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $0.09 TOTAL, COMPLETED WORK & STORED MATERIALS $659,213.25 RETAINED PERCENTAGE 5% $33,450.65 TOTAL AMOUNT OF OTHER PAYMENTS OR DEDUCTIONS $0.00 NET AMOUNT DUE TO CONTRACTOR TO DATE $635,752.50 TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $530, 551.70 PAY CONTRACTOR AS ESTIMATE NO. 5 $105,190.99 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: Erattalone Companies, Inc. 3205 Spruce Street St. Paul, MN 55117 By Name Title Date 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 dills By Name Title Date And Name Title bate Martial Pay Estimate No. 5 2009 PAVEMENT MANAGEMENT PROGRAM CITY OF ARDEN HILLS, MINNESOTA BMI PROJECT NO.: T16.10032 IAI^nv d-eNAeno r-,rr^rn l,-i ir-,olu „-%i i e►rl,-z^r M FNO. ITEM UNIT PRICE AS BID PREVIOUS ESTIMATE COMPLETED TO DATE ESTIMATED QUANTITY ESTIMATED AMOUNT ESTIMATED QUANTITY ESTIMATED AMOUNT ESTIMATED QUANTITY ESTIMATED AMOUNT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 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 ISALVAGE AND REINSTALL SPLIT RAIL FENCE COMMON EXCAVATION SUBGRADE EXCAVATION SELECT GRANULAR BORROW GEOTEXTILE FABRIC - WOVEN TYPE 5 TOPSOIL BORROW 1 EXPLORATORY EXCAVATION DITCH CLEANING AND REGRADING AGGREGATE BASE CLASS 5 BITUMINOUS WEAR COURSE- 3" DRIVEWAYS LV4 BITUMINOUS WEAR COURSE- STREETS LV4 1 BITUMINOUS NON -WEAR COURSE- STREETS LV3 IBITUMINOUS MATERIAL FOR TACK COAT 4" PERFORATED P.E. EDGE DRAIN 4" PVC PIPE DRAIN CLEAN -OUT P,E. YARD DRAIN 12" RC PIPE SEWER CL V DESIGN 3006 STORM 15" RC PIPE SEINER CL V DESIGN 3006(STORM).$31.78 18" RC PIPE SEWER CL V DESIGN 3006 STORM 21" RC PIPE SEINER CL III DESIGN 3006 STORM 12" RC PIPE APRON Wl TRASH GUARD 15" RC PIPE APRON W1 TRASH GUARD 21" RC PIPE APRON W/ TRASH GUARD CONNECT TO EXISTING STORM STRUCTURE CONNECT TO EXISTING STORM SEWER PIPE CONNECT TO EXISTING SANITARY SEWER PIPE CONNECT TO EXISTING SANITARY SEWER SERVICE PIPE CONNECT TO EXISTING SANITARY SEWER MANHOLE 4" SANITARY PVC SEINER PIPE 8" SANITARY PVC SEWER PIPE 10" SANITARY PVC SEWER PIPE 10"X4" PVC WYE HYDRANT LOWER HYDRANT $46 071.43 $311.00 $441.00 $3.00 $2.20 $0.72 $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 $59,24 $51.07 $2.04 $6.84 $103.00 $155.00 $30.35 $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 1.00 12 12 57 1,014 23 320 700 27 707 3 3 150 50 11 392 1,901 1,901 12.303 B 384 45 40 8,576 647 2,328 2,328 1,414 2,293 12 2 788 97 30 26 4 2 1 3 13 9 2 1 12 29 65 2 3 2 LUMP SUM $46,071.43 EACH $3 732.00 EACH $6,292.00 LIN FT $171.00 SO YD $2 230.80 SQ YD $16 790.40 SQ YD $1 491,00 EACH $7 533.00 LIN FT $7 070.00 EACH $933.00 EACH $747.00 SQ FT $667.50 i LIN FT $1 150.00 CU YD $73 934.w CU YD $9 257,87 CU YD $8 6i49.55 SQ YD $10 457.55 CU YD $56817.60 HOUR $16 335,00 HOUR $6 800.00 CU YID $64,320.00 SQ YD $11,917.74 TON $137 910.72 TON $118,890.96 GAL $2,884.561 LIN FT $15,684.12 EACH $1,236.00 EACH $310.00 LIN FT $23 915.80 LIN FT $3 082.66 LIN FT $1,338.30 LIN FT $1 493.18 EACH $2 394.28 EACH $1 358.52 EACH $975,48 EACH $1,624.11 EACH $4 780.36 EACH $8 641.44 EACH $# 266.60 EACH $1 082,73 LIN FT $612.84 LIN FT $3 363.42 LIN FT $7,738.25 EACH $490.30 EACH $8,947.83 LIN FT $1,532.18L-= 0.45 LUMP SUM 12 EACH EACH 03 LIN FT 383 SQ YD 23320 SQ YD 614 SQ YD 31 EACH 729 LIN FT .1 EACH 1 EACH 99 SO FT 25 LIN FT 7875 CU YO 441 CU YD 439 CU YD 258 SQ YD 376 CU YD HOUR HOUR 6183 CU YD 237 SQ YD TON 749 TON GAL 1682 LIN FT EACH 2 EACH 827 LIN FT 101 LIN FT 48 LIN FT 16 LIN FT 3 EACH 4 EACH 1 EACH 4 EACH 16 EACH 11 EACH 2 EACH 1 EACH 4 I IN FT 22 LIN FT 76 LIN FT 2 EACH 1 EACH LIN FT $20 732.14 $3 732.00 $189.00 $842.60 $16,790.40 $1 307.82 $8 649.00 $7 290.00 $311.00 $249.00 $440.55 $575.00 $51 108.75 $2,147.67 $1 997.45 $219.30 $3 346.40 $46 372.50 $4 365,54 $38 251.43 $11,504,88 $310.00 $25 099.45 $3 209.78 $2 141.28 $918.88 $1 795,71 $2 717.04 $976,48 $2,165.48 $5 883.52 $1 a 561.76 $1 266.60 $1 082.73 $204.28 $2 551.56 $9,047.80 $490,30 $2 982.61 I 0.55 LUMP SUM $25 339.29 18 EACH EACH 63 LIN FT 566 $O YD 23320 SQ YD 892 SQ YD 32 EACH 729 LIN FT 1 EACH 1 EACH 99 Sty FT 25 LIN FT 9694 CU YD 677 CU YD 677 CU YD 1204 SQ YD 801 CU YD HOUR HOUR 6183 CU YD 487 SQ YQ TON 1715 TON GAL 1682 LIN FT EACH 3 EACH 827 LIN FT 101 LIN FT 48 LIN FT 16 LIN FT 3 EACH 4 EACH 1 EACH 4 EACH 16 EACH 11 EACH 2 EACH 1 EACH 4 LIN FT 22 LIN FT 76 LIN FT 2 EACH 1 EACH LIN FT $5 598.00 $189.00' $1 245.20 $18 790.40 $1 899.96'. $8,928.00 $7 290.00 $311.00 $249.00 $440,55 $575,00 $62 914.06 $3 296,99 $3 080.35 $1 023,40 $7 128.90 $46,372.50 $$ 970.54 $87 036.12 $11 504.88 $465.00 $25 099.45 $3 209,78 $2 141.28 $918.88 $1 795.71 $2 717.04 $975.48 $2 165.48 $5 883.52 $10 561,76 $1 266.60 $1 082.73 $204.28 $2 551,56 $9 047,80 $490.30 $2 982.61 .... ........ ....... .._ .................................................................... :............ . . ... ... �: . w« :.I.:.w... w... .- . . .w. . .». w.... . s:1;. ... ifi.�: ...- • . •. ilw...•. iF: •:3.. %; Partial Pay Es tim a to No.: 2009 PAVEMENT MANAGEMENT PROGRAM CITY OF ARDEN HILLS, MINNESOTA BMI PROJECT NO.: T16,100326 WORK COMPLETED THROUGH 8/15/09 ITEM NO. ITEM 47 GATE VALVE AND BOX 5" 48 POLYSTYRENE INSULATION 1.6" THICKNESS 49 REPLACE GATE VALVE BOX TOP SECTION 50 REPLACE GATE VALVE BOX MID SECTION 51 ADJUST GATE VALVE BOX 52 LOWER MANHOLE 53 CONSTRUCT DRAINAGE STRUCTURE DES R-1 2' x 3' 54 CONSTRUCT DRAINAGE STRUCTURE DES 4020.48" 55 CATCH BASIN CASTING ASSEMBLY R-3067 V STORM 56 MANHOLE CASTING ASSEMBLY - STORM SEINER 57 MANHOLE CASTING ASSEMBLY -SANITARY SEWER 58 CHIMNEY SEAL 59 ENERGY DISSIPATION MAT 60 RIP RAP - CLASS II 61 MODULAR BLOCK RETAINING WALL 62 CONCRETE CURB AND GUTTER DESIGN B618 63 6" CONCRETE DRIVEWAY PAVEMENT 64 CONCRETE VALLEY GUTTER 65 TRAFFIC CONTROL fib INLET PROTECTION 67 FLOTATION SILT CURTAIN TYPE WORK AREA 68 SILT FENCE - PREASSEMBLED fig SODDING TYPE LAWN 70 EROSION CONTROL BLANKET - CATEGORY 3 71 TEMPORARY MAIL BOXES 72 SALVAGE AND REINSTALL MAILBOX 73 LANDSCAPING ALLOWANCE 74 BIO CELL EXCAVATION 75 TYPE 'B' SOIL MIX 76 DOUBLE SHREDDED HARDWOOD MULCH 77 TURF REINFORCEMENT MAT 78 LANDSCAPE FABRIC 79 BLACK POLY EDGER - 5" 80 LANDSCAPE ROCK 81 PEA GRAVEL 82 4" PERFORATED P.E. DRAIN TILE FOR B10 CELLS 83 SHRUBS 2 GALLON CONTAINERS 84 PLANTS 1 PER 2.25 S.F. 85 IGEOTEXTILE FABRIC - NONWOVEN Mn/DOT TYPE 1 Id AS BID PREVIOUS ESTIMATE COMPLETED TO GATE UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED PRICE QUANTITY AMOUNT QUANTITY AMOUNT" QUANTITY AMOUNT $1128.70 3 EACH $3,386.10 1 EACH $1128.70 1 EACH $1128.70 $22.68 283 SQ YD $fi 418.44 36 SQ YD $816.48 36 SQ YD $816.48 $194.07 3 EACH $582.21 3 EACH $582.21 5 EACH $970.35 $245.15 3 EACH $735.45 EACH 1 EACH $245.15 $245.15 13 EACH 3186.95 EACH 5 EACH $1225.75 $398.36 4 LIN FT $1 593.44 4 LIN FT $1,593.44 4 LIN FT $1 593.44 $1,133.80 33 EACH $37 415.40 32 EACH $36 281.60 32 EACH $36 281.60 $1654.74 7 EACH $11583.18 7 EACH $11583.18 7 EACH $11583.18 $464.76 33 EACH $15 337.08 23 EACH $10 689.48 23 EACH $10 689.48 $638,40 15 EACH $9 576.00 EACH 8 EACH $5 107.20 653.72 30 EACH $19 611.60 EACH 17 EACH $11,113,24 $251.28 30 EACH $7,538.40 EACH 17 EACH $4 271.76 $1.02 800 SQ FT $810.00 TOO SQ FT $204,00 350 SQ FT $357.00 $86.82 20 CU YD $1 736.40 7 CU YD $607,74 7 CU YD $607.74'' $35.75 80 SO FT $2 86 0.00 SQ FT SQ FT $10. 46 14 394 LIN FT $150, 561.24 10365 LIN FT $108 417.90 10426 LIN FT $109 055.96''' $40.71 1 101 SQ YD $44,821.71 834 SQ YD $33 952.14 861 SQ YD $35 051.31'. $74.45 35 SQ YD $2 605.75 25 SQ YD $1 861.25 25 SQ YD $1 861.25I 52 451,46 1.00 LUMP SUM $2,451.46 0.45 LUMP SUM $1 103.16 0.65 LUMP SUM $1 348.30 $204.29 32 EACH $6,537.28 28 EACH $5 720.12 32 EACH $G 537.28 $2.551 62 LIN FT $158.10 50 LIN FT $127.50 50 LIN FT $127.50 $1.07 4,029 LIN FT $4 311.03 4343 LIN FT $4 647.01 4713 LIN FT $5 042.91 $2.04 17,595 SQ YD $35 893.80 5000 SQ YD $10 200-00 5000 SQ YD $10 200.00 $0.66 5 848 Sty YD $3 859.68 SQ YD 1440 SQ YD $950.40 D1,276.80 1 LUMP SUM $1 276.80 1.00 LUMP SUM $1,276.80 1.00 LUMP SUM $1 276.80 $51.07 82 EACH $4 187.74 56 EACH $2 859.92 56 EACH $2 859.92 20 000.00 1.00 LUMP SUM $20 000.00 LUMP SUM LUMP SUM $5.85 2,257 CU YD $13 203.45 1610 CU YD $9 418.50 1610 CU YD $9 418.50 $18.39 1 786 CU YD $32 844.54 1140 CU YD $20 964.60 1228 CU YD $22 582.92 $24.00 179 CU YD $4 296.00 10 CU YD $240.00 65 CU YD $1 560.00 $59.24 122 SQ YD $7 227.28 SQ YD SQ YD $3.22 1,610 SQ YD $5 184.20 SQ YD SQ YO $1.53 1,230 LIN FT $1,881.90 170 LIN FT $260.10 462 LIN FT $706,86 $83.76 135 CU YD $11 307.60 CU YD CU YD $79.67 26 CU YD $2 071.42 CU YD CU YD $5.88 325 LIN FT $1 911.00 21 LIN FT $123.48 51 LIN FT $299.88 $45.96 156 EACH $7,169,76 EACH EACH $ 3.06 1,828 EACH $5, 593.68 EACH EACH $7,15 105 SQ YD $750,751 SQ YD SQ YD TOTAL AMOUNT: $1,196,445.98 TOTAL AMOUNT: $558,486,00TOTAL AMOUNT: $6§21,213.26