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Change Order #1, Payment 8 and final for Biscayne Point 4th Addition, City Project 352CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE December 21, 2004 AGENDA ITEM: Change Order #1, Payment #8 and Final for AGENDA SECTION: Biscayne Pointe 4 th Addition, CP #352 Consent PREPARED BY: Anthony A Aderhold, P E Project Engineer All N 1 $1,029 53 ATTACHMENTS: Change Order #1, Payment Voucher #8 APPROVED BY: and Final RECOMMENDED ACTION: Motion to approve Change Order #1 and authorize necessary signatures and approve Payment #8 and Final to Three Rivers Construction, for Biscayne Pointe 4` Addition, Street and Utility Improvements, City Project #352 and accept for perpetual maintenance ACTION: BACKGROUND: Change Order #1, Biscayne Pointe 4 Addition, Street and Utility Improvements, City Project #352 includes the addition of $12,215 37 to the original contract amount of $1,035,949 62, for a new total of $1,048,164 99 The work included under Change Order #1 was additional grading and erosion control deemed necessary by storm water basins All work included as part of Change Order #1 will be funded by the developer Also part of this agenda item is to request Payment #8 and final to Three Rivers Construction, in the amount of $65,456 65, for the Biscayne Pointe 4 th Addition, Street and Utility Improvements, City Project #352 The revised contract amount as mentioned previously was $1,048,164 99 and the final total cost for the project was $1,029,624 53 A revised contract amount was the result of the aforementioned change order The final breakdown for funding of the project for City and Developer is as follows Heritage Development City of Rosemount Total $922,15831 $107,46622 $1,029 53 The City portion is being funded by $107,466 22 from the Storm Core Fund SUMMARY: Staff recommends that Council approve Change Order #1, Payment #8 and final for the project and accept for perpetual maintenance subject to the following conditions Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290 92 requiring withholding state income tax 2 Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured 3 Consent of Surety to Final Payment Certification from the contractor's surety 4 Two -year maintenance bond CHANGE ORDER NO 1 BISCAYNE POINTE 4TH ADDITION December 7, 2004 STREET AND UTILITY CONSTRUCTION AND APPURTENANT WORK CITY OF ROSEMOUNT, MN CITY PROJECT NO 352 WSB PR OJECT NO 1458 -00 OWNER City of Rosemount 2875 145th Street West Rosemount, MN 55068 CONTRACTOR Three Rivers Construction 15001 Hudson Road Lakeland, MN 55043 YOU ARE DIRECTED TO MAKE THE FOLLOWING CHANGES IN THE CONTRACT DOCUMENT DESCRIPTION ITEM 105 ADDITIONAL EROSION CONTROL AND GRADING WORK IT IS UNDERSTOOD THAT THIS CHANGE ORDER INCLUDES ALL ADDITIONAL COSTS AND TIME EXTENSIONS WHICH ARE IN ANY WAY, SHAPE, OR FORM ASSOCIATED WITH THE WORK ELEMENTS DESCRIBED ABOVE CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIME ORIGINAL CONTRACT PRICE $1,035,949 62 ORIGINAL CONTRACT TIME 6/1512004 PREVIOUS CHANGE ORDERS N/A $000 NET CHANGE FROM PREVIOUS CHANGE ORDERS N/A CONTRACT PRICE PRIOR TO THIS CHANGE ORDER $1,035,949 62 CONTRACT TIME PRIOR TO THIS CHANGE ORDER 611512004 NET INCREASE /DECREASE OF THIS CHANGE ORDER $12,21537 NET INCREASE OF CHANGE ORDER NIA CONTRACT PRICE WITH ALL APPROVED CHANGE ORDERS $1,048,164 99 CONTRACT TIME WITH APPROVED CHANGE ORDERS 6/15/2004 RECOMMENDED BY ANTHON q ADERHOLD, PE WSB 8 ASSOCIATES, INC ENGINEER APPROVED BY THREE RIVERS CONSTRUCTION APPROVED BY CITY ENGINEER CITY ADMINISTRATOR DATE OF COUNCIL ACTION 1458-00 CC ICO-1 t db Tom«"` i�rfr v�9E Y/ 'u+{ 4T�Y'xruan a. zee= Y€/t3i�M.2*�'� p.. Change Order No 1 Detail BISCAYNE POINTE 4TH ADDITION CITY OF ROSEMOUNT, MN CITY PROJECT NO. 352 ADDITIONAL QUANTITIES Item No Descri 105 ADDITIONAL EROSION CONTROL AND GRADING WORK Unit Price Amount LUMP SUM $12,21537 $12,21537 TOTAL ADDITIONAL QUANTITIES $12,21537 TOTAL INCREASE CHANGE ORDER NO 1 $12,215 37 1458 -00 CO iC01 Detail 01458 -00 Pay Vouchers 8 Owner: City of Rosemount 2875 145th Street West Rosemount, MN 55068 -4941 For Period: 11/1/2004 to 11/30/2004For Period: 11/1/2004 to 1 1 /3 012 0 04 Contractor: Three Rivers Construction k_9)Sporarea,trrc 15001 Hudson Road Lakeland, MN 55043 Monday, December 13, 2004 Date: 12/13/2004 Request No.: 8 FINAL Pay Vouchers RSMT Biscayne Pointe 4th Addition Client Contract No Project No 01458 -00 Client Project No 352 Pr Summary 1 Original Contract Amount $1,035,949 62 2 Contract Changes Addition $12,21537 3 Contract Changes Deduction $000 4 Revised Contract Amount $1,048,164 99 5 Value Completed to Date 81,029,624 53 6 Material on Hand $000 7 Amount Earned $1,029,624 53 8 Less Retainage $0 00 9 Subtotal $1,029,624 53 10 Less Amount Paid Previously $964,16788 11 Liquidated Damages $000 12 AMOUNT DUE THIS PAY VOUCHERS NO 8 FINAL $65,45665 I HEREBY CERTIFY THAT A FINAL EXAMINATION HAS BEEN MADE OF THE ABOVE NOTED CONTRACT, THAT THE CONTRACT HAS BEEN COMPLETED, THAT THE ENTIRE AMOUNT OF WORK SHOWN IN THE FINAL VOUCHER HAS BEEN PERFORMED AND THE TOTAL VALUE OF THE WORK PERFORMED IN ACCORDANCE WITH, AND PURSUANT TO, THE TERMS OF THE CONTRACT IS AS SHOWN IN THIS FINAL VOUCHER Recommended for Approval by WSB &Associates, Inc. Approved by Owner. City of Rosemount Approved by Contractor Three Rivers Construction Specifie Contr ct ompletion Date 6/15/2004 Date 1 of 5 0 145 8-00 Pay Vouchers 8 Project Material Status Monday, December 11, 2004 Item No Its Descnpnon Units Unit Pnce Contract QuanOty Quantity to Date Current Quantity Amount to Date SCHEDULE A- SURFACE IMPROVEMENTS 1 2021501 MOBILIZATION LUMP SUM $11,00000 1 1 0 $1100000 2 2104 501 REMOVE CURB AND GUTTER LIN FT $3 00 150 20 0 $60 00 3 2104 505 REMOVE BITUMINOUS PAVEMENT SO YO $200 200 200 0 $400 00 4 2104 513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3 00 60 60 0 $180 00 5 2105 507 SUBGRADE EXCAVATION CU YD 5500 200 0 0 $0 00 6 2105 522 SELECT GRANULAR BORROW (CV) CU YD $8 60 300 0 0 $0 00 7 2112 501 SUBGRADE PREPARA710N ROAD STA $150 00 46 46 0 $6,900 00 8 2211 501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON $975 6300 5290741 0 $51 58472 9 2350 501 TYPE LV 3 WEARING COURSE MIXTURE (C) TON $31 95 1930 1708 25 0 $54,578 59 10 2350 502 TYPE LV 3 NON WEARING COURSE MIXTURE (C) TON S3075 1930 194825 0 $59 908 69 11 2357 502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2 00 880 900 0 $1,800 00 12 2451 602 GRANULAR FOUNDATION AND /OR BEDDING TON $13 90 50 0 0 $0 00 13 2502 541 4" PERF PVC PIPE DRAIN LIN FT $2 50 750 750 0 $1 87500 14 2521 501 6 CONCRETE WALK SO FT $2 80 19750 20365 5 $57 02200 15 2531 501 CONCRETE CURB GUTTER DESIGN MODIFIED S LIN FT $725 8820 9599 0 $69 592 75 16 2545 52314 NON METALLIC CONDUIT LIN FT 1 $300 600 620 0 $1 96000 17 2554 602 PERMANENT BARRICADES (TYPE III) EACH $240 00 3 3 0 $72000 18 2563 601 TRAFFIC CONTROL LUMP SUM $1 25000 1 1 0 S1 250 00 19 2564 531 SIGN PANELS TYPE C SO FT $21 00 6 25 16 75 0 $351 75 20 2564 602 FURNISH INSTALL SIGN PANEL TYPE D EACH $239 00 7 8 0 $1 91200 21 2573 501 BALE CHECK EACH $10 oo 50 0 0 Son 22 2573 502 SILT FENCE, TYPE HEAVY DUTY LIN FT $4 00 100 100 0 $40000 23 2575 501 SEEDING ACRE $1 45000 2 75 75 2 0 S3 987 50 24 2575 505 SODDING TYPE LAWN (INCL TOPSOIL 8 FERT) SQ YD $2 15 7500 6953 0 $14 95 25 2575 523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $2 00 251 0 0 $000 Totals For Section SCHEDULE A SURFACE IMPROVEMENTS $340,33195 SCHEDULE B SANITARY SEWER 26 2503 602 CONNECT TO EXISTING SANITARY SEWER EACH $514 50 2 2 0 $1,02900 27 2503 602 8 "X4" PVC WYE EACH $3225 54 52 0 $1 677 00 28 2503 602 15 "X4" PVC WYE EACH $13970 17 19 0 $2,654 30 29 2503 603 TELEVISE SANITARY SEWER LIN FT $0 60 5185 4136 4136 $2481 60 30 2503 603 4" PVC PIPE SEWER SDR 26 LIN FT S7 15 3500 3472 0 $24 824 80 31 2503 603 8" PVC PIPE SEWER SDR 26 LIN FT $15 15 30 32 0 $48480 32 2503 603 15' PVC PIPE SEWER SDR 26 LIN FT $23 10 886 889 0 $20 535 90 33 12503 603 6' PVC PIPE SEWER SOR 35 LIN FT $10 691 2975 2921 0 $31 22549 34 2503 603115 PVC PIPE SEWER SDR 35 LIN FT $18 45 294 294 0 $5 424 30 35 2506 516 CASTING ASSEMBLY EACH $400 00 20 20 0 S8 000 00 36 2,506 522 ADJUST FRAME RING CASTING EACH $40000 1 0 0 $0 00 37 2506 603 CONSTRUCT 8' OUTSIDE DROP LIN FT $225 00 23 5 23 5 0 $5 287 50 38 2506 603 CONST 48" DIA SAN SEWER MANHOLE LIN FT $115 52 289 288 81 0 $33 363 33 Totals For Section SCHEDULE B SANITARY SEWER $136,988 02 SCHEDULE C WATERMAIN 39 12504 502 HYDRANT JEACH $1 599001 9 9 0 $1439100 40 12504 602 HYDRANT TYPE BLOW -OFF EACH $1,59900 1 1 0 $1,59900 41 12504 602 HYDRANT TYPE CLEAN -OUT EACH S1 599 00 1 1 0 $1 59900 42 2504 602 V CORPORATION STOP EACH $2040 73 73 0 $1 48920 43 2504 602 5' GATE VALVE AND BOX EACH $452 10 11 11 0 $4 973 10 44 2504 602 8" GATE VALVE AND BOX EACH $346 00 8 8 0 $2 768 00 45 2504 602 16" GATE VALVE AND BOX EACH $3,01400 3 3 0 $9,04200 46 2504 602 1 "CURB STOP 8 BOX EACH $59 05 73 ,31 0 $4,31065 2of5 01458 -00 Pay Vouchers 8 Monday, December 13, 2004 Item No Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 47 2504 602 CONNECT TO EXISTING WATERMAIN (8 EACH $62500 11 1 0 $62500 48 2504 602 CONNECT TO EXISTING WATERMAIN (16 EACH $50000 1 1 1 0 $50000 49 2504 603 1" TYPE K COPPER PIPE LIN FT $6 84 32001 3200 0 $21,888 00 50 2504 603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $13 92 108 132 5 0 $1 84440 51 2504 603 8" WATER MAIN -DUCT IRON CL 52 LIN FT $14 28 3439 3542 0 $50,579 76 52 2504 603 16' WATER MAIN DUCT IRON CL 50 LIN FT $24 75 1021 1049 0 $25,962 75 53 2504 603 16" WATER MAIN -DUCT IRON CL 52 LIN FT $27 90 160 150 0 $4,18500 54 2504 603 VALVE BOX EXTENSION LIN FT $8075 4 0 0 S000 55 2504 603 VALVE STEM EXTENSION LIN FT $9285 4 0 0 so 00 56 2504 603 HYDRANT EXTENSION LIN FT $332 40 2 0 0 $0 00 57 2504 602 ADJUST GATE VALVE AND BOX EACH 5250 00 1 0 0 $000 58 2504 605 4" POLYSTYRENE INSULATION SO YD $15 87 20 0 0 $0 00 59 2504620 1 DUCTILE IRON FITTINGS POUND $200 7800 7588 0 $15,17600 Totals For Section SCHEDULE C WATERMAIN $160,932 86 SCHEDULE D SITE STORM SEWER 60 2501 515 12' RC PIPE APRON JEACH 1 $49969 2 2 0 $999 38 61 2501 515 15" RC PIPE APRON EACH $53071 5 5 0 $2,653 55 62 2501 515 18" RC PIPE APRON EACH S58864 1 1 0 $588 64 63 2501 515 21" RC PIPE APRON EACH $628 01 2 2 0 $1,256 02 64 2501 515 24' RC PIPE APRON EACH $734 53 2 2 0 $1,469 06 65 2501 602 36" RC PIPE APRON W /PILING EACH S3281 97 1 1 0 $3281 97 66 2501 602 TRASH GUARD FOR 12" PIPE APRON EACH $430 51 2 2 0 $861 02 67 2501 602 TRASH GUARD FOR 15" PIPE APRON EACH $515 91 5 5 0 $2 579 55 fib 12501602 TRASH GUARD FOR 18" PIPE APRON EACH $581 48 1 1 0 $581 48 69 2501 602 TRASH GUARD FOR 21" PIPE APRON EACH 1 $90473 21 2 0 $1,80946 70 2501 602 TRASH GUARD FOR 24" PIPE APRON EACH 1$1,171 13 2 2 0 $2 34226 71 2501 602 TRASH GUARD FOR 36" PIPE APRON EACH 1$1,86768 1 1 0 $1,86768 72 2501602 SKIMMER EACH $3,25000 2 2 0 $650000 73 2502 541 PERF PVC PIPE DRAIN LIN FT $1260 496 414 0 $5,21640 74 2503 51118" DUCTILE IRON PIPE SEWER CL 52 LIN FT $24 31 36 36 0 $875 16 75 2503 541112 RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $18 11 32 48 0 $86928 76 2503 541116' RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $19 37 2104 2083 0 $40 34771 77 2503 541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT S21 04 271 277 0 $5,828 08 78 2503 541 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $21 04 150 150 0 $3,156 00 79 2503 541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $24 17 676 666 0 $16,09722 80 2503 541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 1 $25 67 294 306 0 $7 855 02 81 2503 541 27' RC PIPE SEWER DESIGN 3006 CLASS IV LIN FT $36 96 139 139 0 $5 13744 82 2503 541 30 RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $3575 352 280 0 $10 01000 83 2503 541 33" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT S4200 433 505 0 $21 21000 84 2503 541136" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $4798 72 70 0 $3,35860 85 2503 602 CONNECT TO EXISTING STORM SEWER EACH $650 00 1 1 0 $65000 86 2503 602 CONNECT TO EXISTING STRUCTURE EACH $750 001 11 ill 0 $75000 87 2506 501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $12162 109 351 103 281 0 $12,56091 88 2506 501 1CONSTRUCT DRAINAGE STRUCTURE DESIGN 604020 LIN FT 1 $179 03 85 311 85 631 0 $15,330 34 89 2506 501 ICONSTRUCT DRAINAGE STRUCTURE DESIGN 78 -4020 LIN FT $320 86 1168 11 18 0 $3 58721 90 2506 502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH $1,360 00 3 3 0 S4 080 00 91 12506 502 ICONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH S1 109 16 16 17 0 $18 855 72 92 2506 502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH 54 545 90 1 1 0 $4 5 93 2506 502 CONS�RUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 EACH $7 027 97 1 1 0 $7 94 2506 502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 4 EACH $4,545 90 1 1 0 $4 3 of 5 0 145 8-00 Pay Vouchers 8 Monday, December 13, 2004 Item No Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 95 2506 516 CASTING ASSEMBLY EACH $400 00 25 25 0 $10,000 00 96 2511 501 RANDOM RIPRAP CLASS III Cu YO S46 80 102 82 0 .3,537601 97 2511 501 RANDOM RIPRAP CLASS IV CU YD $46 80 88 1 76 5 0 $3 580 20 98 2511 515 GEOTEXTILE FILTER TYPE IV SO YD S1 40 370 118 84 0 $166 38 Totals For Section SCHEDULE D SITE STORM SEINER 1 $236 269 11 SCHEDULE E TRUNK STORM SEWER 99 2503 541 30" RC PIPE SEWER DESIGN 3006 CLASS 4000 #D LIN FT $108 34 520 522 0 $56 553 48 100 2503 541 30" RC PIPE SEWER DESIGN 3006 CLASS 5000 #0 LIN FT $108 00 657 660 0 S71 280 00 101 2503 602 CONNECT 70 EXISTING STORM SEWER EACH $75000 1 1 0 $750 00 102 2506 501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $80 78 62 68 62 68 0 $5 063 29 103 2506 501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 LIN FT $154 50 50 1 50 1 0 $7 74045 104 2506 516 CASTING ASSEMBLY EACH $500 00 3 31 0 $1 50000 Totals For Section SCHEDULE E TRUNK STORM SEWER $142 887 22 Change Order 1 105 191176 1 ADDITIONAL EROSION CONTROL AND GRADING WORK LUMP SUM 1 $12 215 37 1 1 1 $12 215 37 Totals For Cdange Order 1 $12,215 37 Project Totals $1,029 624 53 4of5 01458 -00 Pay Vouchers 8 Project Payment Status Owner City of Rosemount Client Project No 352 Client Contract No Project No 01458 -00 Contractor Three Rivers Construction Contract Chanoes Monday, December 13, 2004 No Type Date Description Amount C01 Change Order 11/30/2004 JModification to Contract Quantities $12,21537 Change Order Totals $12,21537 Payment Summary No From Date To Date Payment Total Payment Retamage Per Payment Total Retainage Completed 1 3/26/2003 4/3012003 $515,76297 $515,76297 $27,14542 $27,14542 $542.90839 2 5/1/2003 5/31/2003 $135,42631 $651,18928 $7,12770 $34,273 12 $685,46240 3 6/1/2003 6/30/2003 $227,82034 $879,00962 $11,99054 $46,26366 $925,27328 4 7/1/2003 7/31/2003 $11,625 19 $890,63481 $611 86 $46,87552 $937,51033 5 8/1/2003 8/31/2003 S1,29527 $891,930.08 $68 17 $46,94369 $938,87377 6 9/112003 12/31/2003 $5,01268 $896,94276 $263 82 $47,20751 $944,15027 7 1/1/2004 10/31/2004 $67,225 12 $964.16788 $3,538 17 $50,74568 $1,014,913 56 8 FINAL 11/1/2004 11/30/2004 $65,45665 $1,029,624 53 ($50,745 68) $0 00 $1,029,624 53 Payment Totals $1,029,624 53 $000 $1,029,624 53 Proj ect Su Material On Hand: Total Payment to Date Total Retamage Total Amount Earned: $0.00 $1,029,624.53 $0.00 $1,029,624.53 Original Contract: $1,035,949.62 Contract Changes: $12,21537 Revised Contract: $1,048,164.99 5 of 5