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Home My WebLink About9.i. Payment #3, 145th Street West Improvements, City Project #206CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DTE: September 15, 1992 AGENDA ITEMS ,Payment #3, 145th Street West AGENDA SECTION: between Shannon Parkway, City Project #206 Consent PREPARED BY: Public Works Director/Building Ron Wasmund Official AGENDt-M t C`� ATTACHMENTS: Paymen Voucher #3 AP OVEP BY: v This item requestg the third payment to McNamara Contracting, Inc. in the amount of $84,967.21 under City Project #206, Contract No. 1991- 1, 145th Street R construction. Work completed anl represented in this amount as ofAugust33, 1992 is 79% of contracted work. The work has been inspected and is in compliance with contract documents. Attached is a cop of the pay voucher for your information. Staff recommends approval of this third payment request. RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #3 TO.MCNAMARA. CONTRACTING INC. IN THE _AMOUNT 0 $84,967.21 FOR 145TH STREET RECONSTRUCTION, CITY PROJECT #206. COUNCIL ACTION: CONSTRUCTION PAY VOUCHER Estimate Voucher Number: 3 Date: September 3, 1992 OSM Project Number: 4438.40 Period Ending:. August 31, 1992 Project: 145TH STREET WEST UTILITIES AND STREET IMPROVEMENTS CITY OF ROSEMOUNT 206 Contractor: MC NAMARA CONTRACTING, INC. 14605 JOHNNY APPLE VALLEY CAKE RIDGE ROAD MN 55124 Contract Date: May 19, 1992 Work Started: Completion Date: September 4, 1992 Work Completed: Original Contract amount 497,926.29 Total Additions 0.00 Total Deductions 0.00 Total Funds Encumb!lered 497,926.29 Total Work Certified to Date 391,185.61 Less Retained Pero Ientage 5.00% 19,559.28 Less Previous PaYmients 286,659.12 Total Payments Intal This Voucher 371,626.33 Balance Carried Folrward 126,299.96 APPROVED FOR PAYMENT, THIS VOUCHER 84,967.21 APPROVALS ORR-SCHELEN-MAYERONI& ASSOCIATES, INC. Pursuant to our field observation, as performed in accordance with our contract, and basedlon our professional opinion, materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is: 79% completed as of,August 31, 1992. We herby recommend payment of this voucher. Signed: ConstructionlObserver Signed: Project anager/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 isa fair approximate estimate for the period covered by this voucher. Contractor: Date: CITY OF ROSEMOUNT Checked By: Date: Signed By Title Approved for payment: Authorized Representative PAGE 1 Date: 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 AND STREET IMPROVEMENTS OSM Project Number: 4438.40 CITY OF ROSEMOUNT PROJ. NO.: 206 for CITY OF ROSEMOUNT SCHEDULE A - STREETS (M.S.A. 208-103-06) Date: SEPTEMBER 3, 1992 Contract Contract Completed This Month Total To Date Item ---- Spec No -------- Description ------------------------------------ Quantity --------- Units ---------- Unit Price ----- ------------------- Total Price Quantity ---------------------- Total Quantity --------- Total Price ------------ 1 DIV II MOBILIZATION 1 LUMP SUM 10,000.00 10,000.00 0 0.00 1 10,000.00 2 DIV II CLEAN-UP 1 LUMP SUM 10,000.00 10,000.00 0 0.00 0 0.00 3 0564.602 F & I STREET SIGNS (COMP. ASSEMBLY) 17 EACH 350.00 5,950.00 0 0.00 10 3,500.00 4 0564.602 F & I BARRICADES (TEMPORARY) TYPE 6 EACH 400.00 2,400.00 0 0.00 6 2,400.00 III 5 0564.602 PAVEMENT MESSAGE, WHITE TURN ARROWS 14 EACH 35.00 490.00 0 0.00 0 0.00 (PAINT) 6 0564.603 4" DOUBLE SOLID LINE, YELLOW (PAINT) 2240 LIN FT 0.30 672.00 0 0.00 0 0.00 7 0564.603 4" SOLID WHITE (PAINT) 372 LIN FT 0.40 148.80 0 0.00 0 0.00 8 2101.502 CLEARING 1 TREE 110.00 110.00 3 330.00 4 440.00 9 2101.507 GRUBBING 1 TREE 55.55 55.55 3 166.65 4 222.20 10 2104.501 REMOVE PIPE (ALL SIZES AND TYPES) 750 LIN FT 6.60 4,950.00 70 462.00 820 5,412.00 11 2104.501 REMOVE CURB & GUTTER (ALL TYPES) 460 LIN FT 3.00 1,380.00 472 1,416.00 472 1,416.00 12 2104.505 REMOVE BITUMINOUS PAVEMENT (ALL 11620 SQ YD 0.50 5,810.00 940 470.00 11940 5,970.00 DEPTHS) 13 2104.509 REMOVE MANHOLE OR CATCH BASIN 2 EACH 220.00 440.00 0 0.00 2 440.00 14 2104.513 SAWCUT BITUMINOUS (ALL DEPTHS) 390 LIN FT 1.35 526.50 120 162.00 320 432.00 15 2105.501 COMMON EXCAVATION 24000 CU YD 2.20 52,800.00 0 0.00 24000 52,800.00 16 2105.526 SELECT TOPSOIL BORROW (LV) 500 CU YD 5.50 2,750.00 0 0.00 0 0.00 17 2211.501 AGGREGATE BASE CLASS 5 ( 100% 7315 TON 6.25 45,718.75 5272 32,950.00 5272 32,950.00 18 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED 600 TON 7.00 4,200.00 53 371.00 311 2,177.00 ROCK) TEMPORARY, ACCESS 19 2331.508 TYPE 41 WEARING COURSE MIXTURE 1500 TON 17.00 25,500.00 0 0.00 0 0.00 20 2331.514 TYPE 31 BASE COURSE MIXTURE 1650 TON 16.00 26,400.00 1429 22,864.00 1429 22,864.00 21 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 610 GALLON 1.20 732.00 48 57.60 48 57.60 22 DIV I IRREGULAR WIDTH PAVING (DRIVEWAYS) 720 SQ YD 7.00 5,040.00 0 0.00 0 0.00 23 2504.000 ADJUST GATE VAVES 4 EACH 100.00 400.00 4 400.00 4 400.00 24 2506.511 RECONSTRUCT MANHOLES 10 LIN FT 165.00 1,650.00 0 0.00 7 1,155.00 25 2506.522 ADJUST FRAME & RING CASTING 5 EACH 150.00 750.00 3 450.00 3 450.00 26 2531.501 CONCRETE CURB AND GUTTER (ALL TYPES) 5500 LIN FT 4.84 26,620.00 5438 26,319.92 5438 26,319.92 27 2571.502 F & 11-1/2" B&B TREE ASH 6 TREE 160.00 960.00 0 0.00 0 0.00 28 2571.541 TRANSPLANT TREES -811 & SMALLER 4 TREE 90.00 360.00 0 0.00 0 0.00 2OF5 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 AND STREET IMPROVEMENTS Date: SEPTEMBER 3, 1992 OSM Project Number: 4438.40 CITY OF ROSEMOUNT PROJ. NO.: 206 for CITY OF ROSEMOUNT SCHEDULE A - STREETS (M.S.A. 208-103-06) TOTAL SCHEDULE A - STREETS (M.S.A. 208-103-06) 3 OF 5 -------------------- -------------------- S 284,509.60 $ 88,504.17 Total To Date Quantity Total Price --------- ------------ 354 6,301.20 1 1,650.00 400 1,060.00 0 0.00 2500 3,375.00 0 0.00 0 0.00 -------------------- S 181,791.92 Contract Contract Completed This Month Item Spec No Description Quantity Units Unit Price ------------- ------------- Total Price Quantity --------- ------------- Total ---- 29 -------- 2621.500 ------------------------------------ 81' D.I.P., CLASS 52 FORCE MAIN --------- 345 ---------- LIN FT 17.80 6,141.00 0 0.00 (INCLUDING FITTINGS) 30 2621.500 FORCE MAIN RECONSTRUCTION AND 1 LUMP SUM 1,650.00 1,650.00 0 0.00 APPURTENANT WORK L.S.B.I. 8-A 31 2573.502 EROSION CONTROL 500 LIN FT 2.65 1,325.00 150 397.50 32 DIV II SEEDING (INCLUDING MULCH, FERTILIZER 2.8 ACRE 1,500.00 4,200.00 0 0.00 AND TOPSOIL) 33 2575.505 SODDING, TYPE A LAWN & BOULEVARD 12800 SQ YD 1.35 17,280.00 1250 1,687.50 34 2575.523 FIBER BLANKETS, TYPE HIGH VELOCITY 300 SQ YD 1.50 450.00 0 0.00 35 DIV II 81 WIDE BITUMINOUS TRAIL (INCLUDING 18500 SQ FT 0.90 16,650.00 0 0.00 CLASS 5) TOTAL SCHEDULE A - STREETS (M.S.A. 208-103-06) 3 OF 5 -------------------- -------------------- S 284,509.60 $ 88,504.17 Total To Date Quantity Total Price --------- ------------ 354 6,301.20 1 1,650.00 400 1,060.00 0 0.00 2500 3,375.00 0 0.00 0 0.00 -------------------- S 181,791.92 4 OF 5 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 AND STREET IMPROVEMENTS Date: SEPTEMBER 3, 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) 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 CS 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 18" RCP CL 111, 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 I11, 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 36" RCP CL II, DESIGN 3006 180 LIN FT 48.40 8,712.00 0 0.00 180 8,712.00 44 2503.541 36" 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 4' 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 5' 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 II REMOVE AND RELAY GROUTED RIP RAP W/ 1 L.S 55.00 55.00 1 55.00 1 55.00 FABRIC LSBI 9-A 54 DIV II BULKHEAD PIPE/MANHOLE 4 EACH 440.00 1,760.00 2 880.00 2 880.00 - _ -35-M SPEC --GRANULAR FOUNDATION-MAT-E-RtAt 200 TOM -- - - -- - - 8.8O-----1j-76O-OO------ - --o- _--------0-00------ -------------------- -299,-41 ----------- -------------------- 2,634-81 TOTAL SCHEDULE B - STORM DRAIN (M.S.A. 208-103-06) -------------------- E 147,875.04 $ 935.00 E 148,839.39 4 OF 5 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 AND STREET IMPROVEMENTS Date: SEPTEMBER 3, 1992 OSM Project Number: 4438.40 CITY OF ROSEMOUNT PROJ. NO.: 206 for CITY OF ROSEMOUNT SCHEDULE C - WATERMAIN (CITY) 5OF5 Contract Contract Completed This Month Total To Date Item Spec No Description Quantity Units Unit Price ------------- Total Price ------------- Quantity --------- ------------- Total Quantity --------- Total Price ------------ ---- -------- 56 2611.503 ------------------------------------ 6" WATER MAIN -DUCT IRON CL 52 --------- 85 ---------- LIN FT 15.35 1,304.75 0 0.00 201 3,085.35 57 2611.503 12" WATER MAIN -DUCT IRON CL 50 1700 LIN FT 19.45 33,065.00 0 0.00 1685 32,773.25 58 2611.502 611 GATE VALVE AND BOX 5 EACH 311.00 1,555.00 0 0.00 7 2,177.00 59 2611.502 12" GATE VALVE AND BOX 2 EACH 792.00 1,584.00 0 0.00 3 2,376.00 60 2611.502 HYDRANTS 4 EACH 1,251.00 5,004.00 0 0.00 5 6,255.00 61 2611.502 HYDRANT EXTENSIONS 4 LIN FT 271.00 1,084.00 0 0.00 0 0.00 62 2611.520 FITTINGS 3400 LB. 0.90 3,060.00 0 0.00 3820 3,438.00 63 2611.502 1" CORPORATION COCKS 17 EACH 35.50 603.50 0 0.00 13 461.50 64 2611.502 1" CURB STOP & BOX 17 EACH 70.40 1,196.80 0 0.00 13 915.20 65 2611.503 1" COPPER SERVICE PIPE 600 LIN FT 10.50 6,300.00 0 0.00 670 7,035.00 66 2611.502 2" CORPORATION COCKS 1 EACH 234.50 234.50 0 0.00 0 0.00 67 2611.502 2" CURB STOP & BOX 1 EACH 177.10 177.10 0 0.00 0 0.00 68 2611.502 2" COPPER SERVICE PIPE 150 LIN FT 15.40 2,310.00 0 0.00 0 0.00 69 2611.500 F & I INSULATION, 4" THICK 4400 S.F. 1.35 5,940.00 0 0.00 100 135.00 70 2611.500 EXPLORATORY EXCAVATION 4 EACH 220.00 880.00 0 0.00 3 660.00 71 2611.500 CONNECT TO EXISTING WATERMAIN ;2 EACH 220.00 440.00 0 0.00 2 440.00 72 2611.500 CUT -IN 8" X 4" PVC WYE 1 EACH 275.00 275.00 0 0.00 1 275.00 73 2611.500 4" PVC SDR 26 SERVICE PIPE 30 LIN FT 17.60 528.00 0 -------------------- 0.00 30 -------------------- 528.00 TOTAL SCHEDULE C - WATERMAIN (CITY) -------------------- S 65,541.65 S 0.00 S 60,554.30 - - - -------------------- GRAND TOTAL $ 497,926.29 $ 89,439.17 $ 391,185.61 5OF5