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Home My WebLink About5.p. Payment #3, Country Hills 4th Addision Utility & Street Improvements, City Project #222CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: January 7, 1992 AGENDA ITEM: Payment #3, Country Hills 4th AGENDA SECTION: Add Utl & Str Impr., City Project #222 Consent PREPARED BY: Ron Wasmund AGENDA NO. Public Works Director/Building Official Add On ATTACHMENTS: Payment Voucher #3 APP OVED BY - This item requests third payment to Ryan Contracting Inc. in the amount of $38,696.21 under City Project #222, Contract No. 1991-2 for Country Hills 4th Addition. Work completed and represented in this amount as of November 15, 1991 is 88% 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 third payment request. RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #3 TO RYAN CONTRACTING, INC. IN THE AMOUNT OF $38,696.21 FOR COUNTRY HILLS 4TH ADDITION UTILITY AND STREET IMPROVEMENTS, CITY PROJECT #222• COUNCIL ACTION: 'Estimate Voucher No. 3 CONSTRUCTION PAYMENT VOUCHER ------------------------- Date December 30, :991 For Period Ending November 15, 1991 ----------------------------- ------------------------------------------- Project No. CITY PROJECT NO. 22-2 CONTRACT NO. 1991-2 -------------------------------------------------------------------------------------------------------- Class of Nark : UTILITIES AND STREET IMPROVEMENTS -------------------------------------------------------------------------------------------------------- To : Ryan Contracting, Inc. -------------------------------------------------------- 1534 E. Cliff Rd. Location COUNTRY HILLS FOURTH ADDITION Burnsville, tin. 55337 -------------------------------------------------------- Ph (612) 894-3200 For CITY OF ROSEMOUNT, MSINNESOTA Fax (612) 894-3207 -------------------------------------------------------- A. Original Contract Amount S 194,377.25 ------------------------ B. Total Additions S 10,065.00 C.O. No. 1 t 2 ------------------------ C. Total Deductions 0.00 ------------------------ D. Total Funds Encumbered S 204,442.25 ------------------------ E. Total Value of Work Certified to Date8 180,537.49 ------------------------ F. Less Retained Percentage 5 % S 9,026.87 ------------------------ ------------ G. Less Total Previous Payments S 132,814.41 ------------------------ H. Total Payments Including This Voucher i 171,510.62 ------------------------ I. Balance Carried Forward S 32,931.63 ------------------------ J. APPROVED FOR PAYMENT, THIS` VOUCHER f 38,696.21 ------------------------ 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 88 I completed as of November 15, 1991 . We hereby recommend payment of this voucher, Signed -------- ----------------------------- Signed Construction Observer ------------------------------------------------------------------------------------------------------ -shis is to certify that to the best of my knowledge, information, and belief, he quantities and values o work certified herein is a fair approximate estimate for the period covered by tht you r� , ------- Contractor Ryan Contracting, Inc. Signed By ---------------------- ---------- ------ --- ------ Date : j Title &�til A ✓ --- �Zl- - - g- ---------------------- -------------------------------------------- City of Rosemount Approved for payment Voucher----------- --------------------------------------------- Checked By Authorized Representative ------------------------------------ Date Date--------------------------------------------- ------------------------------------ Page i of 4 - 4788 ;TE VOUCHER NO. 3 ---------------- December 30, 1991 :TIES AND STREET IMPROVEMENTS "RY HILLS FOURTH ADDITION PROJECT NO. 22-2 CONTRACT NO. 1991-2 he OF ROSEMOUNT, MINNESOTA -act Date July 16, 1991 Completed SPEC. NO. ITEM ------------------------------------------------ DULE 'A' - STREETS ------------------ 564.602 F & I STREET SIGNS (COMP. ASSEMBLY) 564.602 F & I TRAFFIC SIGNS (COMP. ASSEMBLY) 564.602 SALVAGE BARRICADES 564.602 RE -INSTALL SALVAGED BARRICADES 2112.501 SUBGRADE PREPARATION 2211.501 AGGREGATE BASE - CLASS 5 - 100% CR. 2331.508 TYPE 41, BITUMINOUS WEAR COURSE 2331.514 TYPE 31, BITUMINOUS BASE COURSE 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 2506.522 ADJUST FRAME & RING CASTINGS 2531.501 CONCRETE CURB & GUTTER D 418 2573.502 EROSION CONTROL 2575.505 SODDING, TYPE 'A', LAWN & BOULEVARD TOTAL SCHEDULE 'Al - STREETS =DULE 'B' -BITUMINOUS TRAIL ---------------------------- CONTRACTOR : Ryan Contracting, Inc. 1534 E. Cliff Rd. Burnsville, Mn. 55337 Ph (612) 894-3200 Fax (612) 894-3207 Work Started . July 23, 1991 Completion Date : June 6, 1992 WORK COMPLETED CONTRACT THIS AMOUNT QUANTITY UNIT UNIT PRICE TOTAL PRICE MONTH THIS MONTH 3 EA. 2 EA. 4 EA. 2 EA. 15.2 R. S. 2000 TON 450 TON 450 TON 250 GAL. 8 EA. 2975 L.F. 300 L.F. 7000 S.Y. 325.00 135.00 100.00 100.00 150.00 7.00 21.00 19.00 1.50 150.00 4.45 1.00 1.85 975.00 270.00 400.00 200.00 2280.00 14000.00 94 50. 00 8550.00 375.00 1200.00 13238.75 300.00 12950.00 64,188.75 DI'V. II 8' WIDE BITUMINOUS TRAIL 840 L.F. 10.00 8400.00 TOTAL SCHEDULE 'B' - BITUMINOUS TRAIL =DULE 'C' - CONCRETE WALK, - SHANNON HILLS FIRST ADDITION -------------------------------------------------------- 5 2104.509 SAWING CONCRETE STRUCTURE 10 L.F. 3 2521.501 4' CONCRETE WALK 5500 L.F. TOTAL SCHEDULE 'C' - CONCRETE WALK _ =DULE 'D' - STORM DRAIN ----------------------- 7 2104.521 SALVAGE 24' RCP ? 2104.523 SALVAGE 24' R.C. APRON W1 TRASH GUARD ? 2501.515 18' R.C. APRON W/ TRASH GUARD i 2501.515 24' R.C. APRON WI TRASH GUARD 2503.541 12' RX& P. C.B. LEADS CL IV 2513,541 15' R.C.P. C. B. LEADS CL IV 2503.541 18' R.C.P. CL III 2503.541 18' R.C.P. CL IV 2503.541 24' R.C.P. CL IV 2503.573 24' R.C.P. CL V 2 2 of 4 - 4788 ------------ 8,400.00 3.00 30.00 2.00 11000.00 S 11,030.00 3 975.00 2 270.00 0.00 0.00 0.00 2,207 15,449.00 0.00 540 10,260.00 30 45.00 0.00 493 2,193.85 0.00 4,340 8,029.00 $ 37,221.85 0.00 ------------ S 0.00 0.00 0.00 ------------ S 0.00 TOTAL TO DATE QUANTITY TOTAL PRICE -------------------- 3 975.00 2 270.00 4 400.00 0.00 15.2 2,280.00 2,367 16,569.00 0.00 540 10,260.00 30 45.00 0.00 3,093 13,763.B5 200 200.00 4,990 9,231.50 S 53,994.35 0.00 ------------ S 0.00 10 30.00 5,500 11,000.00 ------------ S 11,030.00 155 L.F. 8.00 1240.00 0.00 136 1,088.00 I EACH 200.00 200.00 1 200.00 1 200.00 1 EACH 460.00 460.00 0.00 1 460.00 1 EACH 600.00 600.00 0.00 1 600.00 43 L.F. 19.00 817.00 0.00 43 817.00 32 L.F. 20.00 640.00 0.00 32 640.00 50 L.F. 21.00 1050.00 0.00 26 546.00 184 L.F. 21.00 3864.00 0.00 164 3,864.00 36 L.F. 32.00 1216.00 40 1,2B0.00 40 1,280.00 200 L.F. 35.00 7000.00 0.00 160 6,300.00 S;IMATE VOUCHER NO. 3 ---------------- AiE : December 30, 1991 ITILITIES AND STREET IMPROVEMENTS :OUNTRY HILLS FOURTH ADDITION 'ITY PROJECT NO. 22-2 CONTRACT NO. 1991-2 or the :ITY OF ROSEMOUNT, MINNESOTA WORK COMPLETED :TEM SPEC. CONTRACT THIS AMOUNT TOTAL TO DATE NO. NO. ITEM QUANTITY UNIT UNIT PRICE TOTAL PRICE MONTH THIS MONTH QUANTITY TOTAL PRICE ---------------------------------------------------------------------------------------------------------------------------------- 27 ST. SPEC. EXCESS 4' DIA. MH DEPTH > 8' 15 L.F. 45.00 675.00 4.3 193.50 14 630.00 28 2506.508 STANDARD 4' DIA. STM. MH (0 - 81 2 EA. 900.00 1800.00 1 900.00 2 1,800.00 29 2506.508 CATCH BASIN MANHOLE ( 0 - 8') 2 EACH 900.00 1800.00 0.00 2 1,800.00 30 2506.508 EXCESS 5' DIA. MANHOLE DEPTH > 8' 15.1 L.F. 85.00 1283.50 0.00 0.00 31 2506.509 CATCH BASIN TYPE A 2 EA. 600.00 1200.00 0.00 2 1,200.00 32 2506.509 CATCH BASIN TYPE B 1 EA. 650.00 650.00 0.00 1 650.00 33 2506.511 RECONSTRUCT MANHOLE 20 L.F. 100.00 2000.00 7 700.00 19 1,900.00 34 2511.507 CL 1V GROUTED RIP RAP 35 C.Y. 45.00 1575.00 0.00 42 1,890.00 35 2611.500 GRANULAR FOUNDATION 50 TON 7.00 350.00 30 210.00 45 315.00 36 2611.513 GRANULAR FILTER 30 TON 15.00 450.00 15 225.00 _30 450.00 37 ST. SPEC. BREAK INTO EX. MH & REGROUT 1 EACH 1000.00 1000.00 0.00 1 1,000.00 38 ST. SPEC. F & I CASTING -NEENAH R -2560-E2 OR EOU 1 EACH 250.00 250.00 0.00 1 250.00 TOTAL SCHEDULE °D' - STORM DRAIN $ 30,120.50 $ 3,708.50 # 21,680.00 CHE'DULE 'E' - WATER MAIN - 39 2611.500 12° DIP CL 52 WATERMAIN 860 L.F. 19.00 16340.00 16 304.00 859 16,321.00 40 2611.500 61 DIP CL 52 WATERMAIN 760 L.F. 11.20 8512.00 25 280.00 756 8,467.20 41 2611.500 12' CRS SATE VALVE & BOX 2 EA. 700,00 1400.00 0.00 2 1,400.00 42 2611.500 6' GATE VALVE & BOX 1 EA. 350.00 350.00 0.00 1 350.00 43 2611.500 HYDRANTS 6 EA. 920.00 5520.00 0.00 6 5,520.00 44 2611.500 HYDRANT EXTENSIONS 6 L.F. 225.00 1350.00 0.00 3 675.00 45 2611.500 FITTINGS 3000 LB. 0.56 1680.00 0.00 2,960 1,657.60 46 2611.500 1' CORPORATION COCKS 31 EA. 15.00 465.00 0.00 31 465.00 47 2611.500 1' CURB STOP & BOX 31 EA. 55.00 1705.00 0.00 31 1,705.00 48 2611.500 1' COPPER SERVICE PIPE 1280 L.F. 6.00 7680.00 10.5 63.00 1275 7,650.00 49 2611.500 CONNECT TO EXISTING WATER MAIN 2 EACH 350.00 700.00 ------------ 0.00 2 ------------ 700.00 TOTAL SCHEDULE 'E' - WATER MAIN ------------ $ 45,702.00 $ 647.00 $ 44,910,80 CHEDULE °F' - SANITARY SEWER ----------------------------- 50 50 -------- 2621.500 - -- B° PVC PIPE SAN SWR SDR 35 688 L.F. 12.00 8256.00 0.00 687 8,244.00 51 2621.500 8' x 4' PVC SEWER WYES 15 EA. 30.00 450.00 0.00 15 450.00 52 2621.500 4' PVC SERVICE PIPE (INCL RISERS) 1300 L.F. 6.50 8450.00 163 1,059.50 1,305 8,482.50 53 2621.500 STD SAN. SWR MANHOLE 4' DIA. (0 - 8') 5 EA. 900.00 4500.00 0.00 5 4,500.00 54 2621.500 EXCESS MANHOLE DEPTH OVER B' 45.0 L.F. 44.00 1980.00 0.00 44.11 1,940.84 55 2621.500 G° DIP, TYPE A, DROP SECTION 1 EACH 1800.00 1800.00 0.00 1 1,800.00 56 2621.500 CUT -IN -8' X-4' DIP TEE 1 EACH 3200.00 3200.00 0.00 1 3,200.00 57 2611.500 GRANULAR FOUNDATION 50 TON 6.00 300.00 40 240.00 40 240.00 TOTAL SCHEDULE 'F' - SANITARY SEWER $ 28,936.00 $ 1,299.50 $ 28,857.34 SUB -TOTAL - SUM OF SCHEDULES 'A' THRU 'F' $ 188,377.25 $ 42,876.85 $ 166,472.49 ?age 3 of 4 - 4789 ATE VBUCHER NO. 3 ---------------- December 30, 1991 ----------------------------- :TIES AND STREET IMPROVEMENTS -RY HILLS FOURTH ADDITION PROJECT NO. 22-2 CONTRACT NO. 1991-2 he OF ROSEMOUNT, MINNESOTA ------------------------------------ ------------------------------------ Total to Date t 204,442.25 $ 46,076.85 180,537.49 4 of 4 - 4798 NOR! COMPLETED SPEC. CONTRACT THIS AMOUNT TOTAL TO DATE NO. ITEM QUANTITY UNIT UNIT PRICE TOTAL PRICE MONTH THIS MONTH QUANTITY TOTAL PRICE ---------------------------------------------------------------------------------------------------------------------------- DIV. II MOBILIZATION 1 L.S. 2000.00 2000.00 0.00 1 2,000.00 DIV, II CLEAN-UP 1 L.S. 4000.00 4000.00 0.50 2,000.00 0.50 2,000.00 GRAND TOTAL BASE BID i 194,377.25 s 44,876.85 9 170,472.49 Change Omer No. 1 8,865.00 0.00 8,865.00 Change Order No. 2 1,200.00 1,200.00 1,200.00 ------------------------------------ ------------------------------------ Total to Date t 204,442.25 $ 46,076.85 180,537.49 4 of 4 - 4798 I Orr Schelen Mayeron & O�S)t Associates, Inc. 2021 East Hennepin Avenue Minneapolis, MN 55413 612-331-8660 FAX 331-3806 Engineers Surveyors Planners Change Order Change Order No. 2 Contract No. 1991-2 Project: Country Hills 4th Addition Project No. 4788.00 Owners: City of Rosemount Date of Issuance: December 20, 1991 2875 145th Street West Rosemount, MN 55068 Contractor: Ryan Contracting, Inc. Engineer. Orr-Schelen-Mayeron 1534 East Cliff Road & Associates, Inc. Burnsville, MN 55337 You are directed to make the following changes in the Contract Documents: Description: Installation of six conduit crossings for utilities at negotiated price of $200 per crossing. For a total of $1,200. CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIME Original Contract Price Original Contract Time $194,377.25 N/A Previous Change Orders No. 1 to No. _ Net Change from Previous Change Orders $ 8,865.00 + 5 working days Contract Price Prior to this Change Order Contract Time Prior to this Change Order $203,242.25 Completion date: June 1, 1992 Net Increase (decrease) of this Change Order Net Increase (decrease) of Change Order $ 1,200.00 N/A Contract Price w/all Approved Change Orders Contract Time with Approved Change Orders $204,442.25 Completion Date: June 1, 1992 RecommendAd Approved By: at'a — By: Bud Osmundson, P.E. Ryan Contracting, Inc. Approved Approved Date of Council Action By: By: Public Works Director City Manager