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3.4C Pay Estimte #2
0tSTY OF O MINNESOTA g DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Public Works City Engineer Wagner July 13, 2020 PRESENTER(s) REVIEWED BY: ITEM #: Consent City Administrator/Finance Director Flaherty 3.4C STRATEGIC VISION MEETS: THE CITY OF OTSEGO: Is a strong organization that is committed to leading the community through innovative communication. X Has proactively expanded infrastructure to responsibly provide core services. Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. Is a social community with diverse housing, service options, and employment opportunities. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends City Council approval of Pay Estimate #2 to LaTour Construction, Inc. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/JUSTIFICATION: Pay Estimate #2 includes payment for additional hauling away of excess top soil and importing common borrow for the street. Installation of all the watermain, sanitary sewer, and storm sewer have now been completed. The watermain and sanitary sewer have passed pressure tests but not all testing has been completed yet, so it is only being paid at 80%. Streets are currently being built up with the aggregate base and curb and gutter will soon follow. Construction is proceeding smoothly despite being surrounded by multiple other project (CSAH 39/42, Coborn's, and Parkview Grand Apartments). In accordance with Minnesota Statute, the City is withholding the maximum of 5% retainage of work completed, which accounts to $22,469.69 at this time. SUPPORTING DOCUMENTS ATTACHED: 0 Pay Estimate #2 PAY ESTIMATE #2 CITY OF OTSEGO Parkview Avenue and 88th Street City Improvement Project No. 20-03 July 7, 2020 Honorable Mayor & City Council City of Otsego 13400 90th Street Otsego, MN 55330 RE: Parkview Avenue and 88th Street Improvements, City Project 20-03 Contractor: LaTour Construction, Inc. ContractAmount: $881,162.16 Award Date: April 17, 2020 Completion Date: September 15, 2020 Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced project by LaTour Construction, Inc. ITEM NO. SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2021.501 Mobilization 1 LS $23,000.00 $ 23,000.00 0.50 $ 11,500.00 2 2104.502 Remove Concrete Structure 2 EACH $510.00 $ 1,020.00 2 $ 1,020.00 3 2104.502 Salvage Frame and Casting 4 EACH $143.00 $ 572.00 4 $ 572.00 4 2104.502 Salvage Hydrant and Valve 1 EACH $360.00 $ 360.00 1 $ 360.00 5 2104.502 Salvage Sign 6 EACH $42.00 $ 252.00 32 $ 1,344.00 6 2104.503 Remove Sewer Pipe (Storm) 32 LF $10.00 $ 320.00 $ 7 2104.503 Remove Curb & Gutter 396 LF $3.60 $ 1,425.60 $ 8 2104.503 Sawing Bit Pavement (Full Depth) 147 LF $4.40 $ 646.80 $ 9 2104.604 Remove Concrete Valley Gutter 38 SY $5.25 $ 199.50 $ 10 2105.507 Common Excavation (EV) 6088 CY $5.15 $ 31.353.20 4,870 $ 25,080.50 11 j 2105.507 Granular Borrow (LV) 9567 CY $9.90 $ 94,713.30 5,800 $ 57,420.00 12 2105.607 Haul & Stockpile Excess Material (LV) 5488 CY $5.90 $ 32,379.20 3,102 $ 18,301.80 13 2211.509 Aggregate Base Class 5 Mod 3621 TON $14.60 $ 52,866.60 $ 14 2215.504 Full Depth Reclamation OR Bitiminous Removal (P) 814 SY $1.85 $ 1,505.90 $ 15 2232.504 Mill Bituminous Surface (2.0") 25 SY $21.20 $ 530.00 $ 16 2357.506 Bituminous Material For Tack Coat 319 GAL $3.00 $ 957.00 $ 17 2360.509 Type SP 9.5 Wearing Course Mixture (3,C) 717 TON $75.50 $ 54,133.50 $ 18 2360.509 Type SP 12.5 Non Wear Course Mixture (3,C) 896 TON $7125 $ 63,840.00 $ 19 2506.502 Adjust Concrete Structures to New Finish Grades 3 EACH $685.00 $ 2,055.00 $ 20 2506.602 Adjust Valve Box 5 EACH $245.00 $ 1,225.00 $ 21 2506.602 Install Salvaged Frame and Casting 3 EACH $84.00 $ 252.00 $ 22 2521.518 4" Concrete Walk 10782 SF $6.60 $ 71,161.20 $ 23 2531.503 Concrete Curb & Gutter Design B618 2278 LF $17.60 $ 40,092.80 $ 24 2531.504 7" Concrete Valley Gutter 2049 SF $10.60 $ 21,719.40 $ 25 2531.618 Truncated Domes 192 SF $50.00 $ 9,600.00 $ 26 2550.603 Install Conduit Crossings (Utility Supplied PVC Conduits) 200 LF $3.60 $ 720.00 $ 27 2563.601 Traffic Control 1 LS $1,600.00 $ 1,600.00 $ 28 2573.501 Stabilized Construction Exit 2 LS $1,100.00 $ 2,200.00 $ 29 2573.502 Storm Drain Inlet Protection 14 EACH $175.00 $ 2,450.00 $ - 30 2573.503 Silt Fence, Type MS 1640 LF $2.10 $ 3.444.00 $ 31 2574.508 Fertilizer Type 1 495 LB $1.05 $ 519.75 $ - 32 2575.505 Seeding 0.99 ACRE $525.00 $ 519.75 $ 33 2575.508 Hydraulic Mulch Matrix 908 LB $2.10 $ 1,906.80 $ 34 2575.508 Seeding Mixture -25-131 218 LB $3.15 $ 686.70 $ - 35 2575.509 Mulch Material Type 1 1.3 TON $530.00 $ 689.00 $ 36 2580.501 Interim Pavement Marking 1 LS $2,100.00 $ 2,100.00 $ 37 2582.503 4" Double Solid Line Yellow - Paint 2087 LF $0.40 $ 834.80 $ - 38 2582.503 4" Solid Line White - Paint 2507 LF $0.20 $ 501.401 1 $ - 39 2582.503 24" Solid Line White- Paint 49 LF $5.25 $ 257.25 $ 40 2582.518 350 Crosswalk Blocks White - Paint 684 SF $3.05 $ 2,086.20 $ 41 2582.518 IPavement Message Paint 1 EACH $68.00 Is 68.00 1 $ - Total Bid Schedule "A" $ 526,763.65 $ 115,698.30 OT3001 PE.Asx PE -1 PAY ESTIMATE #2 CITY OF OTSEGO Parkview Avenue and 88th Street City Improvement Project No. 20-03 Bid Schedule "B" - Storm Sewer ITEM NO. SPEC. NO. ITEM DESCRIPTION CONTRACT UNITPRICE CONTRACT I AMOUNT USED TO DATE EXTENSION 42 2506.502 Casting Assembly 14 EACH $530.00 $ 7,420.00 $ 43 2503.503 15" RC Pipe Sewer Design 3006 CL V 163 LF $42.70 $ 6,960.10 163 $ 6,960.10 44 2503.503 18" RC Pipe Sewer Design 3006 CL V 499 LF $45.40 $ 22,654.60 499 $ 22.654.60 45 2503.503 21" RC Pipe Sewer Design 3006 CL III 139 LF $52.00 $ 7,228.00 139 $ 7,228.00 46 2503,503 24" RC Pipe Sewer Design 3006 CL III 24 LF $57.60 $ 1,382.40 224 $ 12,902.40 47 2503.503 42" RC Pipe Sewer Design 3006 CL III 333 LF $139.00 $ 46,287.00 333 $ 46,287.00 48 2503.603 15" HDPE Pipe Sewer 48 LF $29.50 $ 1,416.00 48 $ 1,416.00 49 2506.503 Construct Drainage Structure Design 27" 1 EACH $1,215.00 $ 1,215.00 1 $ 1.215.00 50 2506.503 Construct Drainage Structure Design 2'x3' 3 EACH $1.444.00 $ 4,332.00 3 $ 4,332.00 51 2506.503 Construct Drainage Structure Design 484020 5 EACH $1,990.00 $ 9,950.00 5 $ 9,950.00 52 2506.503 Construct Drainage Structure Design 60-4020 1 EACH $3,175.00 $ 3,175.00 1 $ 3,175.00 53 2506.503 Construct Drainage Structure Design 72-4020 1 EACH $4,981.00 $ 4,981.00 1 $ 4,981.00 54 2506.503 Construct Drainage Structure Design 844020 1 EACH $5,840.00 1 $ 5,840.00 1 $ 5,840.00 55 2506.503 Construct Drainage Structure Design 108-4020 1 EACH $10,417.00 $ 10,417.00 11 $ 10,417.00 Total Bid Schedule "B" $ 133,258.10 $ 137,358.10 Bid Schedule "C" - Watermain -ITEM NO. SPEC. NO. ITEM DESCRIPTION CONTRACT UNIT PRICE CONTRACT AMOUNT USED T DATE EXTENSION 56 2504.602 Connect To Existing 8" DIP Watermain 1 EA $1.200.00 $ 1,200.00 0.90 $ 1,080.00 57 2611 Lower Existing 8" DIP Watermain 60 LF $19.50 $ 1,170.00 $ 58 2611 6" Gate Valve & Box 5 EA $1,566.00 $ 7,830.00 4.50 $ 7,047.00 59 2611 8" Gate Valve & Box 5 EA $2.135.00 $ 10,675.00 4.50 $ 9,607.50 60 1 2611 10" Gate Valve & Box 4 EA $2,962.00 $ 11,848.00 3.60 1 $ 10,663.20 61 2611 Hydrant 5 EA $4,800.00 $ 24,000.00 4.50 1 $ 21,600.00 62 2611 6" Ductile Iron Pipe CL 52 115 LF $32.40 $ 3,726.00 100.80 $ 3,265.92 63 2611 8" Ductile Iron Pipe CL 52 242 LF $46.00 $ 11,132.00 207.90 $ 9,563.40 64 2611 10" Ductile Iron Pipe CL 52 947 LF $50.00 $ 47,350.00 906.30 $ 45,315.00 65 2611 4" Insulation 4 SY $50.00 $ 200.00 $ 66 2611 Ductile Iran Fittings 1416 LB $6.00 $ 8,496.00 1,134.00 $ 6,804.00 67 2611 Testing Water -main (Pressure, Bacteria and Conductivity) 1 LS $1,330.00 $ 1,330.00 $ 57a 2611 Lower New Watermain 90 LF $14.60 $ 1,314.00 1 81.00 $ 1,182.60 Total Bid Schedule "C" $ 130,271.00 $ 116,128.62 Rid Schedule "D" - S2nit2ry Sewer NO. SPEC.ITEM NO. ITEM DESCRIPTION CONTRACT UNIT PRICE CONTRACT AMOUNT USED T DATE EXTENSION 68 2504.602 Connect To Existing Sanitary Sewer 1 EA $4,500.00 $ 4,500.00 0.90 $ 4.050.00 69 2621 8" PVC SDR 35 Sanitary Sewer (8'-12' Depth) 292 LF $24.10 $ 7,037.20 262.80 $ 6,333.48 70 2621 8" PVC SDR 35 Sanitary Sewer (12'-16' Depth) 136 LF $29.20 $ 3,971.20 122.40 $ 3,574.08 71 2621 8" PVC SDR 35 Sanitary Sewer (16'-20' Depth) 20 LF $35.30 $ 706.00 18.00 $ 635.40 72 2621 8" PVC SDR 26 Sanitary Sewer (20'-24' Depth) 292 LF $112.00 $ 32.704.00 262.80 $ 29,433.60 73 2621 Standard 48" Diameter Manhole (0-12' Depth) 6 EA $4.300.00 $ 25,800.00 SAO $ 23,220.00 74 2621 Extra Depth 48" Diameter Manhole 27 VF $150.00 $ 4,050.00 23.90 $ 3,584.25 75 1 2621 lOutside Drop Section for Manhole 1 EA $1,976.0-0 $ 1,976.00 0.90 $ 1,778.40 76 2621 Excess Drop Section Riser 8 VF $220.00 $ 1,760.00 7.20 $ 1,584.00 77 2611 8" PVC SDR 26 Sanitary Sewer Service Pipe 202 LF $30.00 $ 6,060.00 201.60 $ 6,048.00 78 2611 8" PVC SDR 26 Plug 5 EA $75.00 $ 375.00 0.90 $ 67.50 79 2611 Testing (Televise, Mandrel, and Pressure) 1 LS $1,930.00 1 $ 1,930.00 $ Total Bid Schedule "D" $ 90,869.40 $ 80,308.71 OT3001 PE.xlsx PE-2 PAY ESTIMATE #2 CITY OF OTSEGO Parkview Avenue and 88th Street City Improvement Project No. 20-03 Bid Schedule "A" Bid Schedule "B" Bid Schedule "C" Bid Schedule "D" TOTAL Total Work Completed to Date LESS 51 RETAINAGG LESS PAY ESTIMATE #1 WE RECOMMEND PAYMENT OF: APPROVALS: CONTRACTOR: LaTOUT CONSTRUCTION, INC. Certihcalion byC cloy. I certify that all items and amounts are correct for the work completed to dale. Signed: r Title: Date ` ENGINEER: HAKANSONANDERSON Certification by eer. a reco nd paymentto eFr—and quantities as shown. Signed: 7, te�� Title: /Y Dale OWNER: CITY OF OTS GO OT3001 PEAsx PE - 3 $ 526,763.66 $ 116r690,30 $ 133,258.10 $ 137,358.10 $ 130,271,00 $ 116,128.62 $ 90,869.40 $ 80,308.71 $ 881,182,15 $ 449,393.73 $ 449,393.73 $ 22,489,69 $ 141,007.26 $ 286,918.78