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Home My WebLink About4.l. Payment #3, 145th Street West Reconstruction , City Project #243CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: December 7, 1993 AGENDA ITEM: Payment #3, 145th Street Reconstruction AGENDA SECTION: City Project #235 Consent PREPARED BY: Bud Osmundson AGEN City Engineer/Assistant Public Works Director Uff Ir L ATTACHMENTS: Payment Voucher #3 APP OVE BY: This item requests the third payment to Northwest Asphalt, Inc. in the amount of $113,727.39 for construction on City Project #235, 145th Street Reconstruction. Work completed and represented in this amount as of November 18, 1993 was 93% of the contracted work. The new intersection of Chili/Chippendale Avenue was opened for traffic on September 21, 1993. The project work remaining is the completion of the second lift of bituminous and minor restoration. Attached is a copy of the Payment Voucher for your information. Staff recommends approval of this third payment request. RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #3 TO NORTHWEST ASPHALT, INC. IN THE AMOUNT OF $113,727.39 FOR 145TH STREET RECONSTRUCTION, CITY PROJECT #235. COUNCIL ACTION: R Orr Schelen Mayeron & Associates, Inc. 300 Park Place Center 5775 Wayzata Boulevard Minneapolis, MN 55416-1228 612-595-5775 1-800-753-5775 FAX 595-5774 November 19, 1993 Mayor and City Council City of Rosemount 2875 - 145th Street West Rosemount, MN 55068 Re: 145th Street West Utilities & Street Improvements MSA 208-103-07 City of Rosemount Project No. 235 OSM Project No. 4438.60 Dear Mayor and City Council: Engineers Architects Planners Surveyors Enclosed are four (4) copies of Construction Pay Voucher No. 3 for the referenced project in the amount of $113,727.39. Please make payment in the amount of $113,727.39 to Northwest Asphalt, Inc., 1451 County Road 18, Shakopee, MN 55379 at your earliest convenience. Sincerely, ORR-SCHELEN-MAYERON & ASSOCIATES, INC. &.dV' , � Brian J. Bourassa, P.E. Project Manager Enclosures c: Northwest Asphalt, Inc. udOsmundson, City of Rosemount nm H:\CML\NM\LNGINEER\B)B\LETTERS\VO.3.LTR Equal Opportunity Employer CONSTRUCTION PAY VOUCHER Estimate Voucher Number: 3 Date: November 19, 1993 OSM Project Number: 4438.60 Period Ending: November 18, 1993 Project: 145TH STREET WEST - UTILITIES & STREET IMPROVEMENTS MSA 208-103-07 .CITY OF ROSEMOUNT 235 Contractor: NORTHWEST ASPHALT, INC. 1451 COUNTY ROAD 18 SHAKOPEE MN 55379 Contract Date: July 6, 1993 Completion Date: September 24, 1993 Original Contract Amount Total Additions Total Deductions Total Funds Encumbered Total Work Certified to Date Less Retained Percentage Less Previous Payments Total Payments Incl This Voucher Balance Carried Forward APPROVED FOR PAYMENT, THIS VOUCHER APPROVALS Work Started: Work Completed: 501,033.45 0.00 0.00 501,033.45 5.00% 442,654.44 58,379.01 August 2, 1993 465,952.04 23,297.60 328,927.05 113,727.39 ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Pursuant to our field observation, as performed in accordance with our contract, and based on our professional opinion, materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is: 93% completed as of November 18, 1993. We herby recommend payment of this voucher. Signed: Signed: ' .Construction Observer Project Ma ger/Engineer NORTHWEST ASPHALT, INC. This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work certified herein is a fair approximate estimate for the period covered by this voucher. Contractor: Date: CITY OF ROSEMOUNT Ch ck d By: Date: Signed By Title Approved for payment: Authorized Representative PAGE 1 Date: VOUCHER DETAIL LIST Estimate Voucher Number: 3 Project: 145TH STREET WEST - UTILITIES & STREET IMPROVEMENTS Date: NOVEMBER 19, 1993 OSM Project Number: 4438.60 CITY OF ROSEMOUNT PROJ. NO.: 235 for MSA 208-103-07 CITY OF ROSEMOUNT SCHEDULE "A" - STREETS Contract Contract Completed This Month Total To Date No Description Quantity Units Unit Price Total Price Quantity Total QuantityTotal Price Item Spec ------------- --------- ------------- --------------------- ___ 1 LUMP SUM 10 000.00 10 000.00 0 0.00 1 10,000.00 1 2021.501 MOBILIZATION 1 LUMP SUM 10,000.00 10,000.00 0 0.00 0 0.00 2 DIV. I I CLEANUP 10 TREE 240.00 2,400.00 0 0.00 16 3,840.00 3 2101.51 CLEARING 10 TREE 100.00 1,000.00 0 0.00 16 1,600.00 4 2101.507 GRUBBING 989 LIN FT 7.60 7,516.40 24 182.40 944 7,174.40 5 2104.501 REMOVE PIPE SEWERS 1.60 1,760.00 0 0.00 1232 1,971.20 6 2104.501 REMOVE CONCRETE CURB AND GUTTER 1100 LIN FT 440.00 114 1,254.00 144 144 1,584.00 7 DIV. II REMOVE & REPLACE CONCRETE CURB 40 LIN FT 11.00 0 0.00 10 2,250.00 8 2104.501 REMOVE MANHOLES AND CATCH BASINS 10 EACH 225.00 2,250.00 105.00 645 129.00 9 2104.503 REMOVE CONCRETE SIDEWALK 1100 SQ FT 0.20 220.00 525 0 0.00 19700 10,835.00 10 2104.505 REMOVE BITUMINOUS PAVEMENT 19500 SQ YD 0.55 10,725.00 (INCLUDE BIT. CURB) 3.00 75.00 0 0.00 25 75.00 11 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT 25 SQ YD 0.00 0 0.00 12 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) 1100 LIN FT 2.00 3.05 2,200.00 55,205.00 0 2769 8,445.45 18484 56,376.20 13 2105.501 COMMON EXCAVATION 18100 CU YD 4.50 13,500.00 30 135.00 2600 11,700.00 14 2105.521 GRANULAR BORROW (LV) 3000 CU YD 120.00 5,052.00 0 0.00 42.1 5,052.00 15 2112.501 SUBGRADE PREPARATION 42.1 ROAD STA 6.40 55,040.00 300 1,920.00 8600 55,040.00 16 2211.501 AGGREGATE BASE CLASS 5 8600 TON 100% CRUSHED ROCK 6.40 3,840.00 0 0.00 822 5,260.80 17 2211.501 AGGREGATE BASE CLASS 5 600 TON 100% C.R. TEMP. ACCESS 2175 TON 20.50 44,587.50 0 0.00 0 0.00 18 2340.508 TYPE 41 WEARING COURSE MIXTURE 17.10 50,017.50 1145.21 19,583.09 2784.21 47,609.99 19 2340.514 TYPE 31 BASE COURSE MIXTURE 2925 TON 8.00 1,600.00 1097 8,776.00 1097 8,776.00 20 2340.521 IRREGULAR WIDTH PAVING 200 SQ YD (DRIVEWAYS) 21 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 1000 GALLON 1.00 1,000.00 80 80.00 165 17 165.00 4,250.00 22 2506.522 ADJUST FRAME & RING CASTING 15 EACH 250.00 2.10 3,750.00 3,255.00 15 11310 3,750.00 23,751.00 11310 ,751.00 23 2521.501 4" CONCRETE WALK 1550 SQ FT 0.85 25,500.00 17548 14,915.80 17548 14,915.80 14 24 2521.511 2" BITUMINOUS WALK (INCLUDE BASE) 30000 SQ FT 4.95 36,382.50 8 39.60 7428 36,768.60 25 2531.501 CONCRETE CURB & GUTTER DESIGN 7350 LIN FT (ALL TYPES) 90 SQ YD 21.00 1,890.00 0 0.00 105 2,205.00 26 2531.507 6" CONCRETE DRIVEWAY PAVEMENT 1,600.00 1,600.00 0 0.00 1 1,600.00 27 0563.601 TRAFFIC CONTROL 1 LUMP SUM 2 OF 6 3 OF 6 V O U C H E R D E T A I L L I S T Estimate Voucher Number: 3 Project: 145TH STREET WEST - UTILITIES & STREET IMPROVEMENTS Date: NOVEMBER 19, 1993 OSM Project Number: 4438.60 CITY OF ROSEMOUNT PROJ. NO.: 235 for MSA 208-103-07 CITY OF ROSEMOUNT SCHEDULE "A" - STREETS Contract Contract Completed This Month Total To Date Item Spec No Description Quantity Units --------------------- Unit Price ------------- Total Price Quantity ---------------------- Total Quantity --------- Total Price --- ---- 28 -------- 2564.531 ------------------------------------ F&I SIGN PANELS TYPE C --------- 97.25 SQ FT 18.00 1,750.50 15.75 283.50 113 2,034.00 (STRUCTURAL STEEL U -POSTS FOR SIGNS TYPE C SHALL BE CONSIDERED TO BE INCIDENTAL TO THIS ITEM 29 0564.602 PAVEMENT MESSAGE (LEFT ARROW) PAINT 2 EACH 35.00 70.00 3 105.00 3 105.00 30 0564.602 PAVEMENT MESSAGE (RIGHT ARROW) PAINT 4 EACH 35.00 140.00 4 140.00 4 140.00 31 0564.602 PAVT MESSAGE (RIGHT-THRU ARROW) 2 EACH 60.00 120.00 4 240.00 4 240.00 PAINT 32 0564.602 PAVT MESSAGE (LEFT-THRU ARROW) PAINT 4 EACH 60.00 240.00 3 180.00 3 180.00 33 0564.603 4" SOLID LINE WHITE -PAINT 1070 LIN FT 0.27 288.90 0 0.00 0 0.00 34 0564.603 4" DOUBLE SOLID LINE YELLOW -PAINT 3624 LIN FT 0.55 1,993.20 0 0.00 0 0.00 35 0564.603 24" SOLID LINE YELLOW -PAINT 86. LIN FT 1.60 137.60 0 0.00 0 0.00 36 0564.603 36" SOLID LINE WHITE -PAINT 216 LIN FT 2.10 453.60 0 0.00 0 0.00 37 0565.603 4" RIGID STEEL CONDUIT 200 LIN FT 13.00 2,600.00 0 0.00 464 6,032.00 38 2571.502 ASH,SUMMIT 1.5" CAL BB 6 TREE 175.00 1,050.00 0 0.00 0 0.00 39 2571.502 SPRUCE, COLORADO BLUE 5' HT. B&B 3 EACH 250.00 750.00 0 0.00 0 0.00 40 2571.502 SPRUCE, COLORADO BLUE 61 HT. B&B 4 EACH 275.00 1,100.00 0 0.00 0 0.00 41 2571.502 SPRUCE, COLORADO BLUE 81 HT. B&B 3 EACH 300.00 900.00 12 3,600.00 12 3,600.00 42 2575.501 SEEDING INCL. 4" TOPSOIL, .5 ACRE 1,300.00 650.00 0 0.00 0 0.00 FERTILIZER & MULCH 43 2575.505 SODDING TYPE LAWN 25600 SQ YD 1.25 32,000.00 20300 25,375.00 20300 25,375.00 44 2573.502 SILT FENCE, HEAVY DUTY 400 LIN FT 3.00 1,200.00 310 930.00 710 2,130.00 45 0504.602 ADJUST VALVE BOX 6 EACH 200.00 -------------------- 1,200.00 8 -------------------- 1,600.00 8 -------------------- 1,600.00 TOTAL SCHEDULE "A" - STREETS S 397,449.70 S 115,390.84 S 354,364.99 3 OF 6 V O U C H E R D E T A I L L I S T Estimate Voucher Number: 3 Project: 145TH STREET WEST - UTILITIES & STREET IMPROVEMENTS Date: NOVEMBER 19, 1993 OSM Project Number: 4438.60 CITY OF ROSEMOUNT PROJ. NO.: 235 for MSA 208-103-07 CITY OF ROSEMOUNT SCHEDULE 'IS"-- STORM SEWER Contrect Contract Completed This Month Total To Date Item Spec No Description Quantity Units Unit Price ------------- Total Price Quantity --------- ------------- Total Quantity -------- Total Price ------------ __ 46 2501.515 _ _ _ 18" RC PIPE -APRON W/TRASH GUARD 1 EACH 550.00 550.00 0 0.00 1 550.00 880.00 47 0502.601 CONNECT TO EXISTING STORM SEWER 4 EACH 220.00 880.00 0 0.00 4 389 8,441.30 48 2503.541 12" RC PIPE SEWER DESIGN 3006 CL V 400 LIN FT 21.70 8,680.00 0 0.00 674 15,299.80 49 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V 600 LIN FT 22.70 13,620.00 0 0.00 463 11,459.25 50 2503.541 18" RC PIPE SEWER DESIGN 3006 CL V 760 LIN FT 24.75 18,810.00 0 0.00 489 14,670.00 51 2503.541 24" RC PIPE SEWER DESIGN 3006 CL Ili 140 LIN FT 30.00 4,200.00 0 0.00 3 4,350.00 52 2506.508 CONSTRUCT MANHOLE DESIGN 60-4020 1 EACH 1,450.00 1,450.00 0 0.00 1 575.00 53 2506.509 CONSTRUCT CATCH BASIN DESIGN (27" 1 EACH 575.00 575.00 0 0.00 54 2506.509 DIA) CONSTRUCT CATCH BASIN DESIGN (2'X3' 5 EACH 700.00 3,500.00 0 0.00 7 4,900.00 55 2506.509 BOX) CONSTRUCT CATCH BASIN DESIGN 48-4020 13 EACH 740.00 9,620.00 0 0.00 13 1 9,620.00 2,100.00 56 2506.509 CONSTRUCT CATCH BASIN DESIGN 72-4020 1 EACH 2,100.00 2,100.00 0 0.00 0 0.00 57 2506.516 REPLACE BROKEN CASTING ASSEMBLY 2 EACH 260.00 520.00 0 234 0.00 1,357.20 1,357.20 58 DIV. II GRANULAR FOUNDATION MATERIAL 200 TON 5.80 -------------------- 1,160.00 -------------------- ---234 -------------- S 65,665.00 S 1,357.20 S 74,202.55 TOTAL SCHEDULE 'B" - STORM SEWER 4OF6 V O U C H E R D E T A I L L I S T Estimate Voucher Number: 3 Project: 145TH STREET WEST - UTILITIES & STREET IMPROVEMENTS OSM Project Number: 4438.60 CITY OF ROSEMOUNT PROD. NO.: 235 for MSA 208-103-07 CITY OF ROSEMOUNT SCHEDULE "C" - WATERMAIN 1 EACH 65 2611.502 6" GATE VALVE AND BOX Contract Contract Completed This Month 1 EACH Item Spec No DescriptionQuantity 1 EACH Units ----- Unit Price Total Price Quantity Total -------------------------------------------- 59 2104.501 REMOVE WATER MAIN --------- 390 LIN FT 8.25 3,217.50 0 0.00 60 2104.509 REMOVE VALVE & BOX 1 EACH 400.00 400.00 0 0.00 61 0504.602 TOP SECTION VALVE BOXES 2 EACH 145.00 290.00 0 0.00 (REPLACEMENTS) 62 2611.502 CONNECT TO EXISTING WATER MAIN 4 EACH 210.00 840.00 0 0.00 63 DIV. II CONNECT TO EXISTING 12" WATER MAIN 1 EACH 1,250.00 1,250.00 0 0.00 /uGT Teal 64 2611.502 HYDRANT 1 EACH 65 2611.502 6" GATE VALVE AND BOX 2 EACH 66 2611.502 1211 GATE VALVE AND BOX 1 EACH 67 2611.502 1" CORPORATION STOP 1 EACH 68 2611.502 1" CURB STOP & BOX 1 EACH 69 2611.503 1" TYPE K COPPER PIPE 85 LIN FT 70 2611.503 6" WATER MAIN -DUCT IRON CL 52 90 LIN FT 71 2611.503 12" WATER MAIN -DUCT IRON CL 52 250 LIN FT 72 2611.503 LOWER 6" WATERMAIN 1 LIN FT 73 2611.503 LOWER 12" WATERMAIN 2 EACH 74 2611.503 LOWER 16" WATERMAIN 1 EACH 75 2611.505 4" POLYSTYRENE INSULATION 200 SQ YD 76 2611.520 DUCTILE IRON FITTINGS 650 I.B. 77 DIV. II EXPLORATORY EXCAVATION 5 EACH TOTAL SCHEDULE "C' - WATERMAIN 1,300.00 1,300.00 350.00 700.00 725.00 725.00 24.00 24.00 65.00 65.00 9.25 786.25 14.50 1,305.00 31.00 7,750.00 1,050.00 1,050.00 2,100.00 4,200.00 3,200.00 3,200.00 13.70 2,740.00 2.00 1,300.00 425.00 2,125.00 5 OF 6 S 33,267.75 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 50 725.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 1120 2,240.00 0 0.00 S 2,965.00 Date: NOVEMBER 19, 1993 Total To Date Quantity Total Price --------- ------------ 384 3,168.00 2 800.00 3 435.00 4 840.00 2 2,500.00 1 1,300.00 2 700.00 1 725.00 3 72.00 3 195.00 238 2,201.50 136 1,972.00 261 8,091.00 0 0.00 1 2,100.00 0 0.00 20 274.00 1120 2,240.00 3 1,275.00 S 28,888.50 V O U C H E R D E T A I L L I S T Estimate Voucher Number: 3 Project: 145TH STREET WEST - UTILITIES & STREET IMPROVEMENTS OSM Project Number: 4438.60 CITY OF ROSEMOUNT PROJ. NO.: 235 for MSA 208-103-07 CITY OF ROSEMOUNT SCHEDULE "D" - SANITARY SEWER 82 DIV. II CONNECT TO EXISTING MANHOLE 1 EACH 83 DIV. II CONNECT TO EXISTING 8" VCP 1 EACH TOTAL SCHEDULE "D" - SANITARY SEWER GRAND TOTAL 250.00 250.00 250.00 250.00 -------------------- 4,651.00 S 501,033.45 6 OF 6 0 0.00 0 0.00 -------------------- 0.00 S 119,713.04 Date: NOVEMBER 19, 1993 Total To Date Quantity Total Price --------- ------------ 4 112.00 258 5,934.00 156 1,950.00 0 0.00 1 250.00 } 250.00 -------------------- S 8,496.00 S 465,952.04 Contrcct Contract Completed This Month Item Spec No Description Quantity --------- Units ---------- Unit Price -------------------------- Total Price Quantity ---------------------- Total ---- -------- 78 2621.502 ------------------------------------ 81IX4" PVC WYE 2 EACH 28.00 56.00 0 0.00 79 2621.511 8" PVC PIPE SEWER SDR 35 50 LIN FT 23.00 1,150.00 0 0.00 80 2621.511 4" PVC PIPE SEWER SDR 26 SERVICE 170 LIN FT 12.50 2,125.00 0 0.00 PIPE 81 DIV. II CONNECT TO EXISTING 8" VCP FOR 4" 2 EACH 410.00 820.00 0 0.00 SERVICE 82 DIV. II CONNECT TO EXISTING MANHOLE 1 EACH 83 DIV. II CONNECT TO EXISTING 8" VCP 1 EACH TOTAL SCHEDULE "D" - SANITARY SEWER GRAND TOTAL 250.00 250.00 250.00 250.00 -------------------- 4,651.00 S 501,033.45 6 OF 6 0 0.00 0 0.00 -------------------- 0.00 S 119,713.04 Date: NOVEMBER 19, 1993 Total To Date Quantity Total Price --------- ------------ 4 112.00 258 5,934.00 156 1,950.00 0 0.00 1 250.00 } 250.00 -------------------- S 8,496.00 S 465,952.04