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Home My WebLink About4.h. Payment #4, 145th Street West Improvements, City Project #206CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: November 3, 1992 AGENDA ITEM: Payment #4, 145th Street West AGENDA SECTION: between Shannon Parkway, City Project #206 Consent PREPARED BY: Bud Osmundson AGENDAR A # tH C''��//'' [l�. City Engineer/Assistant Public Works Director ATTACM1ENTS: Payment Voucher #4 APP VED Y: This item requests the fourth payment to McNamara Contracting, Inc. in the amount of $87,947.35 under City Project #206, 145th Street Reconstruction. Work completed and represented in this amount as of October 23, 1992 is 970 of contracted work. The work has been inspected and is in compliance with contract documents. Attached is a copy of the pay voucher for your information. Staff recommends approval of this fourth payment request. RECObIlUMED ACTION: MOTION TO APPROVE PAYMENT #4 TO MCNAMARA CONTRACTING INC. IN THE AMOUNT OF $87,947.35 FOR 145TH STREET RECONSTRUCTION, CITY PROJECT #206. COUNCIL ACTION: I Orr Schelen Mayeron& OAMS)t Associates, Inc. 300 Park Place Center 5775 Wayzata Boulevard Minneapolis, MN 55416-1228 612-595-5775 1-800-753-5775 FAX 595-5773 Engineers Architects Planners surveyors October 26, 1992 City of Rosemount 2875 145th Street West Rosemount, Minnesota 55068 Re: 145th Street West City Project No. 206 City of Rosemount, Minnesota OSM Project No. 4438.40 City Council: Enclosed are four (4) copies of Construction Payment Voucher No. 4 and final on the referenced project in the amount of $87,947.35. Please make payment in the amount of $87,947.35 to McNamara Contracting, Inc., 14605 Johnny Cake Ridge Road, Apple Valley, Minnesota 55124. Sincerely, ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Brian J. Bourassa, P.E. Project Engineer jme Enclosures cc: Mr. Mike Sand, McNamara Contracting, Inc. Mr. Bud Osmundson, City of Rosemount Equal Opportunity Employer Y CONSTRUCTION PAY VOUCHER Estimate Voucher Number: 4 Date: October 26, 1992 OSM Project Number: 4438.40 Period Ending: October 23, 1992 Project: 145TH STREET WEST UTILITIES AND STREET IMPROVEMENTS CITY OF ROSEMOUNT 206 Contractor: MC NAMARA CONTRACTING, INC. 14605 JOHNNY CAKE RIDGE ROAD APPLE VALLEY MN 55124 Contract Date: May 19, 1992 Completion Date: September 4, 1992 Work Started: Work Completed: Original Contract Amount 497,926.29 Total Additions 0.00 Total Deductions 0.00 Total Funds Encumbered 497,926.29 Total Work Certified to Date 483,761.77 Less Retained Percentage 5.00% 24,188.09 Less Previous Payments 371,626.33 Total Payments Incl This Voucher 459,573.68 Balance Carried Forward 38,352.61 APPROVED FOR PAYMENT, THIS VOUCHER 87p947.35 APPROVALS 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: 99% completed as of October 23, 1992. We herby recommend payment of this voucher. Signed: Signed: •Construction Observer Project Manager/Engineer MC NAMARA CONTRACTING, 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: Signed By Date: Title CITY OF ROSEMOUNT Checked By: Approved for payment: Date: PAGE 1 Authorized Representative Date: V O U C H E R D E T A I L L I S T Estimate Voucher Number: 4 Project: 145TH STREET NEST UTILITIES AND STREET IMPROVEMENTS OSM Project Number: 4438.40 CITY OF ROSEMOUNT PROD. NO.: 206 for CITY OF ROSEMOUNT SCHEDULE A - STREETS (M.S.A. 208-103-06) 2331.508 TYPE 41 WEARINGCOURSE MIXTURE 1500 TON 17.00 25,500.00 1403 23,851.00 20 2331.514 Contract Contract Completed This Month Item Spec No Description Quantity Units ---------- Unit Price ------ Total Price Quantity Total ---- 1 -------- DIV II ------------------------------------ MOBILIZATION --------- 1 LUMP SUM 10,000.00 10,000.00 0 0.00 2 DIV II CLEAN-UP 1 LIMP SUN 10,000.00 10,000.00 .5 5,000.00 3 0564.602 F & I STREET SIGNS (COMP. ASSEMBLY) 17 EACH 350.00 5,950.00 11 3,850.00 4 0564.602 F & I BARRICADES (TEMPORARY) TYPE 6 EACH 400.00 2,400.00 0 0.00 3 450.00 III 2531.501 CONCRETE CURB AND GUTTER (ALL TYPES) 5500 LIN FT 4.84 26,620.00 5 0564.602 PAVEMENT MESSAGE, WHITE TURN ARROWS 14 EACH 35.00 490.00 8 280.00 0 0.00 (PAINT) 2571.541 TRANSPLANT TREES -811 & SMALLER 4 TREE 90.00 360.00 6 0564.603 4" DOUBLE SOLID LINE, YELLOW (PAINT) 2240 LIN FT 0.30 672.00 2386 715.80 7 0564.603 4" SOLID WHITE (PAINT) 372 LIN FT 0.40 148.80 376 150.40 8 2101.502 CLEARING 1 TREE 110.00 110.00 0 0.00 9 2101.507 GRUBBING 1 TREE 55.55 55.55 0 0.00 10 2104.501 REMOVE PIPE (ALL SIZES AND TYPES) 750 LIN FT 6.60 4,950.00 0 0.00 11 2104.501 REMOVE CURB & GUTTER (ALL TYPES) 460 LIN FT 3.00 1,380.00 0 0.00 12-2104.505 REMOVE BITUMINOUS PAVEMENT (ALL 11620 SQ YD 0.50 5,810.00 40 20.00 DEPTHS) 13 2104.509 REMOVE MANHOLE OR CATCH BASIN 2 EACH 220.00 440.00 0 0.00 14 2104.513 SAWCUT BITUMINOUS (ALL DEPTHS) 390 LIN FT 1.35 526.50 90 121.50 15 2105.501 COMMON EXCAVATION 24000 CU YD 2.20 52,800.00 320 704.00 16 2105.526 SELECT TOPSOIL BORROW (LV) 500 CU YD 5.50 2,750.00 327 1,798.50 17 2211.501 AGGREGATE BASE CLASS 5 ( 100% 7315 TON 6.25 45,718.75 -34 -212.50 CRUSHED ROCK) 18 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED 600 TON 7.00 4,200.00 9$ 686.00 ROCK) TEMPORARY, ACCESS Date: OCTOBER 26, 1992 Total To Date QuantityTotal Price - - - 1 10,000.00 .5 5,000.00 21 7,350.00 6 2,400.00 19 2331.508 TYPE 41 WEARINGCOURSE MIXTURE 1500 TON 17.00 25,500.00 1403 23,851.00 20 2331.514 TYPE 31 BASE COURSE MIXTURE 1650 TON 16.00 26,400.00 79 1,264.00 21 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 610 GALLON 1.20 732.00 610 732.00 22 DIV I IRREGULAR WIDTH PAVING (DRIVEWAYS) 720 SQ YD 7.00 5,040.00 1321 9,247.00 23 2504.000 ADJUST GATE VAVES 4 EACH 100.00 400.00 0 0.00 24 2506.511 RECONSTRUCT MANHOLES 10 LIN FT 165.00 1,650.00 5 825.00 25 2506.522 ADJUST FRAME & RING CASTING 5 EACH 150.00 750.00 3 450.00 26 2531.501 CONCRETE CURB AND GUTTER (ALL TYPES) 5500 LIN FT 4.84 26,620.00 64 309.76 27 2571.502 F & I 1-1/2" B&B TREE ASH 6 TREE 160.00 960.00 0 0.00 28 2571.541 TRANSPLANT TREES -811 & SMALLER 4 TREE 90.00 360.00 1 90.00 2 OF 5 8 2386 376 4 4 820 472 11980 2 410 24320 327 5238 409 1403 1508 658 1321 4 12 6 5502 0 1 280.00 715.80 150.40 440.00 222.20 5,412.00 1,416.00 5,990.00 440.00 553.50 53,504.00 1,798.50 32,737.50 2,863.00 23,851.00 24,128.00 789.60 9,247.00 400.00 1,980.00 900.00 26,629.68 0.00 ' 90.00 r Estimate Voucher Number: 4 OSM Project Number: 4438.40 for CITY OF ROSEMOUNT SCHEDULE A - STREETS (M.S.A. 208-103-06) V O U C H E R D E T A I L L I S T Project: 145TH STREET WEST UTILITIES AND STREET IMPROVEMENTS Date: OCTOBER 26, 1992 CITY OF ROSEMOUNT PROJ. NO.: 206 TOTAL SCHEDULE A - STREETS (M.S.A. 208-103-06) 3 OF 5 --------------------.................... .................... S 284,509.60 S 84,634.01 S 266,425.93 Contract Contract Completed This Month Total To Date Item ---- Spec No -------- Description ------------------------------------ Quantity --------- Units ---------- Unit Price ------------- ------------- Totat Price Quantity --------- ------------- Total Quantity --------- Total Price ------------ 29 2621.500 8" D.I.P., CLASS 52 FORCE MAIN 345 LIN FT 17.80 6,141.00 0 0.00 354 6,301.20 (INCLUDING FITTINGS) 30 2621.500 FORCE MAIN RECONSTRUCTION AND 1 LUMP SUM 1,650.00 1,650.00 0 0.00 -1 1,650.00 APPURTENANT WORK L.S.B.I. 8-A 31 2573.502 EROSION CONTROL 500 LIN FT 2.65 1,325.00 0 0.00 400 1,060.00 32 DIV II SEEDING (INCLUDING MULCH, FERTILIZER 2.8 ACRE 1,500.00 4,200.00 2.9 4,350.00 2.9 4,350.00 AND TOPSOIL) 33 2575.505 SODDING, TYPE A LAWN & BOULEVARD 12800 SQ YD 1.35 17,280.00 9725 13,128.75 12225 16,503.75 34 2575.523 FIBER BLANKETS, TYPE HIGH VELOCITY 300 SQ YD 1.50 450.00 0 0.00 0 0.00 35 DIV II 8' WIDE BITUMINOUS TRAIL (INCLUDING 18500 SQ FT 0.90 16,650.00 19192 17,272.80 19192 17,272.80 CLASS 5) , TOTAL SCHEDULE A - STREETS (M.S.A. 208-103-06) 3 OF 5 --------------------.................... .................... S 284,509.60 S 84,634.01 S 266,425.93 V O U C H E R D E T A I L L I S T Estimate Voucher Number: 4 Project: 145TH STREET WEST UTILITIES AND STREET IMPROVEMENTS Date: OCTOBER 26, 1992 OSM Project Number: 4438.40 CITY OF ROSEMOUNT PROJ. NO.: 206 for CITY OF ROSEMOUNT SCHEDULE B - STORM DRAIN (M.S.A. 208-103-06) TOTAL SCHEDULE B - STORM DRAIN (M.S.A. 208-103-06) 4 OF 5 -------------------- $ 147,875.04 -------------------- S 0.00 S 148,839.39 Contract Contract Completed This Month Total To Date Item Spec No Description Quantity Units Unit Price Total Price Quantity ------------- Total Quantity --------- Total Price ------------ ---- 36 -------- 2503.541 ------------------------------------ 12" RCP CB LEADS CL IV, DESIGN 3006 --------- 431 ---------- LIN FT ------------- ------------- 17.25 7,434.75 --------- 0 0.00 435 7,503.75 37 2503.541 15" RCP CB LEADS CL IV, DESIGN 3006 252 LIN FT 18.45 4,649.40 0 0.00 271 4,999.95 38 2503.541 15" RCP CLASS IV, DESIGN 3006 42 LIN FT 18.45 774.90 0 0.00 42 774.90 39 2503.541 1811 RCP CL III, DESIGN 3006 404 LIN FT 21.30 8,605.20 0 0.00 402 8,562.60 40 2503.541 27" RCP CL III, DESIGN 3006 40 LIN FT 34.50 1,380.00 0 0.00 54 1,863.00 41 2503.541 30" RCP CL II1, DESIGN 3006 105 LIN FT 38.83 4,077.15 0 0.00 126 4,892.58 42 2503.541 30" RCP CL IV, DESIGN 3006 730 LIN FT 46.10 _ 33,653.00 0 0.00 733 33,791.30 43 2503.541 3611 RCP CL II, DESIGN 3006 180 LIN FT 48.40 8,712.00 0 0.00 180 8,712.00 44 2503.541 3611 RCP CL IV, DESIGN 3006 562 LIN FT 62.05 34,872.10 0 0.00 562 34,872.10 45 2503.541 36" RCP CL V, DESIGN 3006 65 LIN FT 89.95 5,846.75 0 0.00 65 5,846.75 46 2501.515 36" RCP F.E.S. W/TRASH GUARD 1 EACH 1,805.00 1,805.00 0 0.00 1 1,805.00 47 2506.508 STANDARD 41 DIA.MANHOLE (0-81) 2 EACH 915.00 1,830.00 0 0.00 2 1,830.00 48 2506.508 STANDARD 41 DIA C.B. MANHOLE (0'-81) 2 EACH 1,035.00 2,070.00 0 0.00 2 2,070.00 49 2506.508 STANDARD 51 DIA MANHOLE (0'-81) 9 EACH 1,550.00 13,950.00 0 0.00 9 13,950.00 50 STD SPEC EXCESS 51 DIA MANHOLE DEPTH OVER 81 47 LIN FT 108.57 5,102.79 0 0.00 45 4,885.65 51 2506.509 CONSTRUCT CATCH BASIN TYPE A 11 EACH 627.00 6,897.00 0 0.00 10 6,270.00 52 2506.509 CONSTRUCT CATCH BASIN TYPE B 4 EACH , 660.00 2,640.00 0 0.00 4 2,640.00 53 DIV 11 REMOVE AND RELAY GROUTED RIP RAP W/ 1 L.S 55.00 55.00 0 0.00 1 55.00 FABRIC LSBI 9-A 54 DIV II BULKHEAD PIPE/MANHOLE 4 EACH 440.00 1,760.00 0 0.00 2 880.00 55 STD SPEC GRANULAR FOUNDATION MATERIAL 200 TON 8.80 1,760.00 0 0.00 299.41 2,634.81 TOTAL SCHEDULE B - STORM DRAIN (M.S.A. 208-103-06) 4 OF 5 -------------------- $ 147,875.04 -------------------- S 0.00 S 148,839.39 V O U C H E R D E T A I L L I S T Estimate Voucher Number: 4 Project: 145TH STREET WEST UTILITIES AND STREET IMPROVEMENTS OSM Project Number: 4438.40 CITY OF ROSEMOUNT PROJ. NO.: 206 for CITY OF ROSEMOUNT SCHEDULE C - WATERMAIN (CITY) 5OF5 Date: OCTOBER 26, 1992 Total To Date Quantity Total Price 201 3,085.35 1685 32,773.25 7 2,177.00 3 2,376.00 5 6,255.00 5 1,355.00 3820 3,438.00 13 461.50 13 915.20 670 7,035.00 0 0.00 0 0.00 104 1,601.60 3793 5,120.55 3 660.00 2 440.00 1 275.00 30 528.00 -------------------- S 68,496.45 ssssssase=assassssss S 483,761.77 Contract Contract Completed This Month Item Spec No Description Quantity Units Unit Price Total Price Quantity Total 56 2611.5036" WATER MAIN -DUCT IRON CL 52 85 LIN FT 15.35 1,304.75 0 0.00 57 2611.503 12" WATER MAIN -DUCT IRON CL 50 1700 LIN FT 19.45 33,065.00 0 0.00 58 2611.502 611 GATE VALVE AND BOX 5 EACH 311.00 1,555.00 0 0.00 59 2611.502 12" GATE VALVE AND BOX 2 EACH 792.00 1,584.00 0 0.00 60 2611.502 HYDRANTS 4 EACH 1,251.00 5,004.00 0 0.00 61 2611.502 HYDRANT EXTENSIONS 4 LIN FT 271.00 1,084.00 5 1,355.00 62 2611.520 FITTINGS 3400 LB. 0.90 3,060.00 0 0.00 63 2611.502 1" CORPORATION COCKS 17 EACH 35.50 603.50 0 0.00 64 2611.502 1" CURB STOP & BOX 17 EACH 70.40 1,196.80 0 0.00 65 2611.503 1" COPPER SERVICE PIPE 600 LIN FT 10.50 6,300.00 0 0.00 66 2611.502 2° CORPORATION COCKS 1 EACH 234.50 234.50 0 0.00 67 2611.502 2" CURB STOP & BOX 1 EACH 177.10 177.10 0 0.00 682611.502 2" COPPER SERVICE PIPE 150 LIN FT 15.40 2,310.00 104 1,601.60 69 2611.500 F & I INSULATION, 4" THICK 4400 S.F. 1.35 5,940.00 3693 4,985.55 70 2611.500 EXPLORATORY EXCAVATION 4 EACH 220.00 880.00 0 0.00 71 2611.500 CONNECT TO EXISTING WATERMAIN 2 EACH 220.00 440.00 0 0.00 72 2611.500 CUT -IN 8" X 4" PVC WYE 1 EACH 275.00 275.00 0 0.00 73 2611.500 411 PVC SDR 26 SERVICE PIPE 30 LIN FT 17.60 528.00 0 0.00 TOTAL SCHEDULE C - WATERMAIN (CITY) $ 65,541.65 S 7,942.15 GRAND TOTAL $ 497,926.29 S 92,576.16 5OF5 Date: OCTOBER 26, 1992 Total To Date Quantity Total Price 201 3,085.35 1685 32,773.25 7 2,177.00 3 2,376.00 5 6,255.00 5 1,355.00 3820 3,438.00 13 461.50 13 915.20 670 7,035.00 0 0.00 0 0.00 104 1,601.60 3793 5,120.55 3 660.00 2 440.00 1 275.00 30 528.00 -------------------- S 68,496.45 ssssssase=assassssss S 483,761.77