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Home My WebLink About4.j. Payment #2, Trunk Hwy 3 Improvemets, City Project #239CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: December 7, 1993 AGENDA ITEM: Payment #2, Trunk Highway #3 AGENDA SECTION: Improvements, City Project #239 Consent PREPARED BY: Bud Osmundson AGENDft City Engineer/Assistant Public Works Director ALL.4,1 ATTACHMENTS: Payment Voucher #2 APP This item requests the second payment to Hardrives, Inc. in the amount of $309,418.97 for construction on City Project #239, Trunk Highway #3 Improvements. Work completed and represented in this amount as of November 18, 1993 was 93% of the contracted work. Attached is a copy of the pay voucher for your information. Staff recommends approval of this second payment request. RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #2 TO HARDRIVES, INC. IN THE AMOUNT OF $309,418.97 FOR THE TRUNK HIGHWAY #3 IMPROVEMENTS, CITY PROJECT #239. COUNCIL ACTION: 4 Orr Schelen Mayeron & 0AMS%1 Associates, lnc 300 Park Place Center 5775 Wayzata Boulevard Minneapolis, MN 55416-1228 612-595-5775 1-800-753-5775 FAX 595-5774 Engineers November 19, 1993 Architects Planners surveyors Mayor and City Council City of Rosemount 2875 - 145th Street West Rosemount, MN 55068 Re: S.T.H. 3 Improvements S.A.P. 208-010-01/S.P. 1921-61 City of Rosemount Project No. 239 OSM Project No. 4845.20 Dear Mayor and City Council: Enclosed are four (4) copies of Construction Pay Voucher No. 2 for the referenced project in the amount of $309,418.97. Please make payment in the amount of $309,418.97 to Hardrives, Inc., 9724 10th Avenue North, Plymouth, MN 55441 at your earliest convenience. Sincerely, ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Brian J. Bourassa, P.E. Project Manager Enclosures c: Hardrives, Inc :: Mr' Bud Osmundso City X__Rosemount- nm H:\CML\NM\ENGINEER\BJB\LETITRS\VO.2,LTR Equal Opportunity Employer CONSTRUCTION PAY VOUCHER Estimate Voucher Number: 2 Date: November 19, 1993 OSM Project Number: 4845.20 Period Ending: November 18, 1993 Project: S.T.H. 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 CITY OF ROSEMOUNT 239 Contractor: HARDRIVES, INC. 9724 10TH AVENUE NORTH PLYMOUTH MN 55441 Contract Date: August 17, 1993 Completion Date: 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: 442,590.71 0.00 0.00 442,590.71 5.00% 393,024.28 49,566.43 August 23, 1993 413,709.77 20,685.49 83,605.31 309,418.97 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 Manager/Engineer HARDRIVES, 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: Signed By Title CITY OF ROSEMOUNT Ch ck d By: Approved for payment: c Authorized Representative Date: IL -36 -q 3 Date: PAGE 1 Estimate Voucher Number: 2 OSM Project Number: 4845.20 for CITY OF ROSEMOUNT IMPROVEMENTS V O U C H E R D E T A I L L I S T Project: S.T.N. 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 Date: NOVEMBER 19, 1993 CITY OF ROSEMOUNT PROJ. NO.: 239 Contract Contract Completed This Month Total To Date Item Spec No Description Quantity --------- Units ---------- Unit Price ------------- ------------- Total Price Quantity --------- ------------- Total Quantity --------- Total Price ------------ ---- 1 -------- 2021.501 ------------------------------------ MOBILIZATION 1 LUMP SUM 10,000.00 10,000.00 0 0.00 1 10,000.00 2 2101.502 CLEARING 3 TREE 10.00 30.00 0 0.00 1 10.00 3 2101.507 GRUBBING 3 TREE 10.00 30.00 0 0.00 1 10.00 4 2102.502 PAVEMENT MARKING REMOVAL -PERMANENT 1355 LIN FT 1.00 1,355.00 0 0.00 0 0.00 5 2104.501 REMOVE METAL CULVERT 418 LIN FT 6.00 2,508.00 100 600.00 410 2,460.00 6 2104.501 REMOVE CONCRETE CURB 110 LIN FT 2.00 220.00 232 464.00 232 464.00 7 2104.505 REMOVE CONCRETE WALK 40 SQ YD 5.00 200.00 122 610.00 122 610.00 8 2104.505 REMOVE CONCRETE PAVEMENT 72 SQ YD 8.00 576.00 40 320.00 40 320.00 9 2104.505 REMOVE BITUMINOUS PAVEMENT 1283 SQ YD 2.00 2,566.00 160 320.00 1140 2,280.00 10 2104.505 REMOVE BITUMINOUS SHOULDER PAVEMENT 8785 SQ YD 0.50 4,392.50 0 0.00 8785 4,392.50 11 2104.509 REMOVE HYDRANT 1 EACH 700.00 700.00 1 700.00 1 700.00 12 2104.509 REMOVE SIGN TYPE C 12 EACH 4.00 48.00 2 8.00 12 48.00 13 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) 191 LIN FT 2.00 382.00 16 32.00 16 32.00 14 2104.523 SALVAGE METAL APRON 2 EACH 50.00 100.00 0 0.00 2 100.00 15 2104.523 SALVAGE SIGN 18 EACH 13.00 234.00 2 26.00 18 234.00 16 2105.501 COMMON EXCAVATION 7259 CU YD 4.00 29,036.00 5100 20,400.00 7100 28,400.00 17 2105.507 SUBGRADE EXCAVATION 3765 CU YD 4.00 15,060.00 1050 4,200.00 2300 9,200.00 18 2105.522 SELECT GRANULAR BORROW (LV) 6065 CU YD 4.75 28,808.75 3313 15,736.75 3413 16,211.75 19 2211.501 AGGREGATE BASE CLASS 5 100% CRUSHED 8937 TON 6.00 53,622.00 4973.5 29,841.00 7303 43,818.00 ROCK 20 2221.501 AGGREGATE SHOULDERING CLASS 1 609 TON 7.00 4,263.00 320 2,240.00 320 2,240.00 21 2231.501 BITUMINOUS PATCHING MIXTURE 40 TON 50.00 2,000.00 20 1,000.00 20 1,000.00 22 2232.501 MILL BITUMINOUS SURFACE 1.5" 14461 SQ YD 0.50 7,230.50 14461 7,230.50 14461 7,230.50 23 2340.508 TYPE 41 WEARING COURSE MIXTURE 190 TON 20.00 3,800.00 440 8,800.00 440 8,800.00 24 2340.508 TYPE 61 WEARING COURSE MIXTURE 3583 TON 26.00 93,158.00 3426 89,076.00 3426 89,076.00 25 2340.512 TYPE 41 LEVELING COURSE MIXTURE 2289 TON 16.50 37,768.50 2266.04 37,389.66 2605 42,982.50 26 2340.514 TYPE 31 BASE COURSE MIXTURE 2707 TON 16.50 44,665.50 1955.5 32,265.75 2670 44,055.00 27 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 2779 GALLON 0.80 2,223.20 1850 1,480.00 1950 1,560.00 28 2501.511 15" CS PIPE CULVERT 14 GAUGE 260 LIN FT 15.00 3,900.00 44 660.00 264 3,960.00 29 2501.511 18" CS PIPE CULVERT 14 GAUGE 64 LIN FT 20.00 1,280.00 66 1,320.00 66 1,320.00 30 2501.511 2411 CS PIPE CULVERT 14 GAUGE 46 LIN FT 30.00 1,380.00 34 1,020.00 44 1,320.00 31 2501.515 12" RC PIPE APRON 2'EACH 300.00 600.00 2 600.00 2 600.00 32 2501.515 1511 RC PIPE APRON 2 EACH 350.00 700.00 0 0.00 2 700.00 2OF4 V O U C H E R D E T A I L L I S T Estimate Voucher Number: 2 Project: S.T.H. 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 Date: NOVEMBER 19, 1993 OSM Project Number: 4845.20 CITY OF ROSEMOUNT PROJ. NO.: 239 for CITY OF ROSEMOUNT IMPROVEMENTS Contract Contract Completed This Month Total To Date Item Spec No Description Quantity --------- Units ---------- Unit Price ------------- Total Price ------------- Quantity --------- ------------- Total Quantity --------- Total Price ------------ ---- 33 -------- 2501.567 ------------------------------------ 15" CS SAFETY APRON & GRATE DES 3128 12 EACH 325.00 3,900.00 2 650.00 12 3,900.00 34 2501.567 18" CS SAFETY APRON & GRATE DES 3128 2 EACH 400.00 800.00 2 800.00 2 800.00 35 2501.573 INSTALL METAL APRON 2 EACH 60.00 120.00 1 60.00 2 120.00 36 2503.541 1211 RC PIPE SEWER DESIGN 3006 CL V 114 LIN FT 20.00 2,280.00 112 2,240.00 112 2,240.00 37 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V 88 LIN FT 22.00 1,936.00 0 0.00 109 2,398.00 38 0504.602 HYDRANT 1 EACH 1,800.00 1,800.00 1 1,800.00 1 1,800.00 39 3504.602 ADJUST VALVE BOX 7 EACH 150.00 1,050.00 8 1,200.00 8 1,200.00 40 0504.602 6" GATE VALVE AND BOX 1 EACH 500.00 500.00 1 500.00 1 500.00 41 0504.603 6" WATER MAIN -DUCT IRON CL 52 6 LIN FT 40.00 240.00 7 280.00 7 280.00 42 0504.605 4" POLYSTYRENE INSULATION 75 SQ YD 21.00 1,575.00 0 0.00 0 0.00 43 2506.501 CONST DRAINAGE STRUCTURE DESIGN H 7.05 LIN FT 180.00 1,269.00 6.9 1,242.00 6.9 1,242.00 44 2506.501 CONST DRAINAGE STRUCTURE DES 48-4020 11.1 LIN FT 200.00 2,220.00 6.4 1,280.00 10.9 2,180.00 45 2506.516 CASTING ASSEMBLY 5 EACH 300.00 1,500.00 5 1,500.00 5 1,500.00 46 2506.522 ADJUST FRAME & RING CASTING 6 EACH 150.00 900.00 6 900.00 6 900.00 47 0506.602 CLEAN OUT CATCH BASIN 1 EACH 250.00 250.00 0 0.00 0 0.00 48 2511.501 RANDOM RIPRAP CLASS I11 18 CU YD 70.00 1,260.00 12 840.00 12 840.00 49 2521.501 4" CONCRETE WALK 360 SQ FT 2.25 810.00 1208 2,718.00 1208 2,718.00 50 2531.501 CONCRETE CURB & GUTTER DESIGN D424 910 LIN FT 8.30 7,553.00 939 7,793.70 939 7,793.70 51 2531.502 CONCRETE CURB DESIGN B6 495 LIN FT 8.90 4,405.50 351 3,123.90 351 3,123.90 52 2531.507 6" CONCRETE DRIVEWAY PAVEMENT 25 SQ YD 22.00 550.00 9 198.00 9 198.00 53 0563.601 TRAFFIC CONTROL 1 LUMP SUM 10,000.00 10,000.00 0 0.00 1 10,000.00 54 2564.531 F&I SIGN PANELS TYPE C 147 SQ FT 14.00 2,058.00 158 2,212.00 158 2,212.00 55 0564.602 INSTALL SIGN TYPE C 18 EACH 16.00 288.00 18 288.00 18 288.00 56 0564.602 -PAVEMENT MESSAGE (LEFT ARROW) EPDXY 34 EACH 110.00 3,740.00 30 3,300.00 30 3,300.00 57 0564.602 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY 10 EACH 110.00 1,100.00 9 990.00 9 990.00 58 0564.603 4" SOLID LINE WHITE-EPDXY 15465 LIN FT 0.23 3,556.95 14143 3,252.89 14143 3,252.89 59 0564.603 12" SOLID LINE WHITE-EPDXY 110 LIN FT 4.15 456.50 99 410.85 99 410.85 60 0564.603 4" SOLID LINE YELLOW-EPDXY 14804 LIN FT 0.23 3,404.92 14223 3,271.29 14223 3,271.29 61 0564.603 24" SOLID LINE YELLOW-EPDXY 180 LIN FT 5.50 990.00 162 891.00 162 891.00 62 0564.603 4" BROKEN LINE YELLOW-EPDXY 2280 LIN FT 0.32 729.60 2052 656.64 2052 656.64 63 0564.604 CROSSWALK MARKING-EPDXY 576 SQ FT 7.15 4,118.40 565 4,039.75 565 4,039.75 64 0565.602 LOOP DETECTOR 61X61 8 EACH 600.00 4,800.00 8 4,800.00 8 4,800.00 65 2573.501 BALE CHECK 100 EACH 6.60 660.00 20 132.00 60 396.00 3OF4 Estimate Voucher Number: 2 OSM Project Number: 4845.20 for CITY OF ROSEMOUNT IMPROVEMENTS V O U C H E R D E T A I L L I S T Project: S.T.N. 3 IMPROVEMENTS - S.A.P. 208-010-01/S.P. 1921-61 CITY OF ROSEMOUNT PROJ. NO.: 239 75 2575.531 COMMERCIAL FERT ANALYSIS 10-20-20 1.34 TON 76 2580.501 TEMPORARY LANE MARKING 110 ROAD STA TOTAL IMPROVEMENTS SUB -TOTAL GRAND TOTAL 440.00 589.60 3.00 330.00 -------------------- S 442,590.71 -------------------- S 442,590.71 S 442,590.71 4OF4 1.1 484.00 72 216.00 -------------------- S 325,704.18 -------------------- S 325,704.18 S 325,704.18 Date: NOVEMBER 19, 1993 Total To Date Quantity --------- Total Price ------------ Contract Contract Completed This Month Item Spec No Description Quantity --------- Units ---------- Unit Price ------------- ------------- Total Price Quantity --------- ------------- Total ---- -------- 66 2573.502 ------------------------------------ SILT FENCE,HEAVY DUTY 2170 LIN FT 2.50 5,425.00 650 1,625.00 67 2575.501 SEEDING 5.84 ACRE 165.00 963.60 5 825.00 68 2575.502 SEED MIXTURE 500 102 POUND 3.30 336.60 85 280.50 69 2575.502 SEED MIXTURE 650 267 POUND 3.60 961.20 240 864.00 70 2575.502 SEED MIXTURE 1000 20 POUND 7.00 140.00 24 168.00 71 2575.505 SODDING TYPE LAWN 3483 SQ YD 1.50 5,224.50 5004 7,506.00 72 2575.511 MULCH MATERIAL TYPE 1 7.7 TON 170.00 1,309.00 6.7 1,139.00 73 2575.519 DISK ANCHORING 5.33 ACRE 83.00 442.39 5 415.00 74 2575.523 WOOD FIBER BLANKET TYPE HIGH 2470 SQ YD 1.30 3,211.00 3440 4,472.00 VELOCITY 75 2575.531 COMMERCIAL FERT ANALYSIS 10-20-20 1.34 TON 76 2580.501 TEMPORARY LANE MARKING 110 ROAD STA TOTAL IMPROVEMENTS SUB -TOTAL GRAND TOTAL 440.00 589.60 3.00 330.00 -------------------- S 442,590.71 -------------------- S 442,590.71 S 442,590.71 4OF4 1.1 484.00 72 216.00 -------------------- S 325,704.18 -------------------- S 325,704.18 S 325,704.18 Date: NOVEMBER 19, 1993 Total To Date Quantity --------- Total Price ------------ 1940 4,850.00 5 825.00 85 280.50 240 864.00 24 168.00 5004 7,506.00 6.7 1,139.00 5 415.00 3440 4,472.00 1.1 484.00 110 330.00 -------------------- S 413,709.77 -------------------- S 413,709.77 S 413,709.77