The URL can be used to link to this page

Home My WebLink About2023-03-20 I01E_05 Warrior Ln Improvements Phase 2_Pmt Est 11AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: March 20, 2023 AGENDA ITEM:Consideration of approval of Payment Estimate No. 11 to Absolute Concrete Construction, Inc. for the Warrior Lane Improvements - Phase 2 project, in the amount of $23,655.00. FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Absolute Concrete Construction Inc. requested Payment Estimate No. 11 for the work completed on Warrior Lane Improvements - Phase 2 project in the amount of $23,655.00. Shive-Hattery has reviewed the payment estimate and recommends payment. The partial payment is for the pay period ending February 28, 2022. This pay estimate is for asphalt pavement. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $23,655.00 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Payment Estimate No. 11 ATTACHMENTS: I. Payment Estimate No. 11 II. Letter of Recommendation PREPARED BY:Beth Richardson REVIEWED BY:Sara Kappos SKK PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: I1E5 S-H Project No.: 4203290 March 14, 2023 Rudy Koester, Public Works Director City of Waukee 805 University Avenue Waukee, IA 50263 RE: Pay Request #11 – Review and Recommendation to Approve Warrior Lane Improvements - Phase 2 Dear Mr. Koester: Attached please find a detailed pay request for the Warrior Lane Improvements - Phase 2 project. The pay request includes the following items: • Asphalt Pavement We have reviewed the detailed quantities, and they are in line with the work completed. If City staff concurs with this payment, we recommend the City of Waukee issue payment to Absolute Concrete Construction, Inc. of Slater, IA in the amount of $23,655.00 for the work completed to date. Sincerely, SHIVE-HATTERY, INC. Blake Peterson, PE Civil Engineer Enc. Pay Request #11 CITY OF WAUKEE 230 W HICKMAN ROAD WAUKEE, IOWA 50263 Contractor: Absolute Concrete Construction, Inc. 1000 W. 6th Avenue Slater, IA 50244 Division I (Road) Division II (Parking Lot) Division I (Road) Division II (Parking Lot) Item Estimated Estimated Unit Extended Quantity Quantity Value No. Quantity Quantity Price Price Completed Completed Completed 1 LS 0.7 0.3 8,200.00$ 8,200.00$ 0.70 0.30 8,200.00$ 2 CY 2,876 1,557 7.00$ 31,031.00$ 1,767.75 1,557.00 23,273.25$ 3 CY 717 0 38.00$ 27,246.00$ 717.00 27,246.00$ 4 CY 5,636 0 14.00$ 78,904.00$ 5,354.00 74,956.00$ 5 LS 0.0 1.0 45,000.00$ 45,000.00$ 1.00 45,000.00$ 6 SY 6,724 6,143 3.50$ 45,034.50$ 6,724.00 6,143.00 45,034.50$ 7 TON 144.0 15.0 290.00$ 46,110.00$ -$ 8 SY 5,850 0 12.50$ 73,125.00$ 5,850.00 73,125.00$ 9 LF 282 76 80.00$ 28,640.00$ 282.00 76.00 28,640.00$ 10 LF 50 154 90.00$ 18,360.00$ 50.00 154.00 18,360.00$ 11 LF 611 195 100.00$ 80,600.00$ 611.00 195.00 80,600.00$ 12 LF 98 0 125.00$ 12,250.00$ 98.00 12,250.00$ 13 LF 62 0 150.00$ 9,300.00$ 62.00 9,300.00$ 14 LF 174 0 70.00$ 12,180.00$ 174.00 12,180.00$ 15 LF 327 13 20.00$ 6,800.00$ 335.00 13.00 6,960.00$ 16 EA 2 0 875.00$ 1,750.00$ 2.00 1,750.00$ 17 EA 0 2 2,500.00$ 5,000.00$ 2.00 5,000.00$ 18 LF 920 0 25.00$ 23,000.00$ 920.00 23,000.00$ 19 EA 5 0 825.00$ 4,125.00$ 5.00 4,125.00$ 20 EA 17 0 325.00$ 5,525.00$ 17.00 5,525.00$ 21 LF 226 0 10.00$ 2,260.00$ 226.00 2,260.00$ 22 LF 405 0 25.00$ 10,125.00$ 405.00 10,125.00$ 23 LF 92 0 50.00$ 4,600.00$ 92.00 4,600.00$ 24 LF 466 0 85.00$ 39,610.00$ 466.00 39,610.00$ 25 LF 100 0 200.00$ 20,000.00$ 100.00 20,000.00$ 26 EA 4 0 750.00$ 3,000.00$ 4.00 3,000.00$ WATER MAIN, TRENCHED, PVC, 8 IN. WATER MAIN, TRENCHED, PVC, 12 IN. WATER MAIN, TRENCHLESS, PVC, 12 IN. FITTING, DUCTILE IRON, 8 IN. ROCK CHIMNEY STORM SEWER G-MAIN, TRENCHED, RCP CLASS III, 36 IN. STORM SEWER G-MAIN, TRENCHED, HDPE DUAL- WALL, 18 IN. REMOVAL OF STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. STORM SEWER ABANDONMENT, PLUG APRON, CONCRETE, 15 IN. DIA. EXCAVATION, CLASS 10, ROADWAY EXCAVATION, CLASS 10, ROADWAY, WASTE EXCAVATION, CLASS 10, PARKING LOT SUBGRADE PREPARATION, 12 IN. SUBGRADE TREATMENT - CEMENT STABILIZATION SUBDRAIN, 6 IN. SUBDRAIN CLEANOUT SUBDRAIN OUTLETS REMOVAL OF SUBDRAIN PAY REQUEST Project Title Warrior Lane Improvements - Phase 2 4203290 Date March 14, 2023 $2,536,969.55 02/22/22 Pay Period End Date February 28, 2023 Pay Request Number 11 Original Contract Amount & Date Estimated Completion Date May 31, 2023 BID ITEMS S-H Project File Number UnitDescription CLEARING AND GRUBBING MODIFIED SUBBASE TOPSOIL STORM SEWER G-MAIN, TRENCHED, RCP CLASS III, 15 IN. STORM SEWER G-MAIN, TRENCHED, RCP CLASS III, 18 IN. STORM SEWER G-MAIN, TRENCHED, RCP CLASS III, 24 IN. STORM SEWER G-MAIN, TRENCHED, RCP CLASS III, 30 IN. P:\Projects\DM\4203290\Construction\_Warrior Lane Phase 2\CASupport\Pay Requests\11\PayRequest11_Warrior Lane Phase 2.xlsx Pay Request 11 Page 1 of 5 27 EA 15 0 1,250.00$ 18,750.00$ 15.00 18,750.00$ 28 EA 5 0 3,500.00$ 17,500.00$ 5.00 17,500.00$ 29 LF 579 0 20.00$ 11,580.00$ 579.00 11,580.00$ 30 EA 1 0 2,000.00$ 2,000.00$ 1.00 2,000.00$ 31 EA 3 0 3,500.00$ 10,500.00$ 3.00 10,500.00$ 32 EA 1 0 6,500.00$ 6,500.00$ 1.00 6,500.00$ 33 EA 1 0 1,250.00$ 1,250.00$ -$ 34 EA 1 0 3,750.00$ 3,750.00$ 1.00 3,750.00$ 35 EA 3 0 300.00$ 900.00$ 2.00 600.00$ 36 EA 2 0 6,000.00$ 12,000.00$ 1.80 10,800.00$ 37 EA 1 0 10,500.00$ 10,500.00$ 1.00 10,500.00$ 38 EA 5 2 3,500.00$ 24,500.00$ 5.00 2.00 24,500.00$ 39 EA 6 0 5,500.00$ 33,000.00$ 6.00 33,000.00$ 40 EA 0 2 5,500.00$ 11,000.00$ 2.00 11,000.00$ 41 EA 1 0 12,000.00$ 12,000.00$ 1.00 12,000.00$ 42 EA 0 3 9,000.00$ 27,000.00$ 3.00 27,000.00$ 43 EA 0 1 5,000.00$ 5,000.00$ 1.00 5,000.00$ 44 EA 5 0 1,500.00$ 7,500.00$ 5.00 7,500.00$ 45 EA 1 0 2,500.00$ 2,500.00$ 1.00 2,500.00$ 46 EA 1 0 2,000.00$ 2,000.00$ 1.00 2,000.00$ 47 EA 1 0 2,000.00$ 2,000.00$ 1.00 2,000.00$ 48 EA 2 0 1,000.00$ 2,000.00$ 2.00 2,000.00$ 49 EA 2 0 2,500.00$ 5,000.00$ 2.00 5,000.00$ 50 SY 0.0 1,507.2 56.00$ 84,403.20$ 1,583.00 88,648.00$ 51 SY 0.0 3,726.5 60.00$ 223,590.00$ 3,788.50 227,310.00$ 52 SY 4,242.7 0.0 90.00$ 381,843.00$ 4,296.00 386,640.00$ 53 SY 634.5 0.0 50.00$ 31,725.00$ 538.50 26,925.00$ 54 TON 46.3 0.0 50.00$ 2,315.00$ -$ 55 SY 639.1 297.6 12.00$ 11,240.40$ 639.10 297.60 11,240.40$ 56 SY 537.8 3,841.9 12.00$ 52,556.40$ 537.80 3,841.90 52,556.40$ 57 SY 975.4 83.1 48.00$ 50,808.00$ 973.40 83.10 50,712.00$ 58 SY 1,315.2 85.2 6.00$ 8,402.40$ -$ 59 SY 541.3 0.0 50.00$ 27,065.00$ 541.30 27,065.00$ 60 SY 0.0 469.7 65.00$ 30,530.50$ 469.70 30,530.50$ 61 SF 170 0 50.00$ 8,500.00$ 170.00 8,500.00$ 62 SY 735.0 0.0 60.00$ 44,100.00$ 735.00 44,100.00$ 63 SY 2,616.0 0.0 12.00$ 31,392.00$ 2,616.00 31,392.00$ 64 LS 1.0 0.0 927.50$ 927.50$ 1.00 927.50$ PAVEMENT REMOVAL RECTANGULAR RAPID FLASHING BEACON, REMOVE AND REINSTALL SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATH SIDEWALK, PCC, 4 IN. SIDEWALK, PCC, 5 IN. DETECTABLE WARNINGS DRIVEWAY, PAVED, PCC, 7 IN. PAVEMENT, HMA, 8 IN. GRANULAR SHOULDERS, TYPE A REMOVAL OF SIDEWALK/SHARED USE PATH REMOVAL OF DRIVEWAY SHARED USE PATH, PCC, 6 IN. CONNECTION TO EXISTING STORM SEWER SYSTEM STD / S-F PCC PAVEMENT, CLASS C, CLASS III, 6 IN. STD / S-F PCC PAVEMENT, CLASS C, CLASS III, 7 IN. STD / S-F PCC PAVEMENT, CLASS C, CLASS III, 9 IN. INTAKE, SW-513 MANHOLE/INTAKE ADJUSTMENT, MINOR MANHOLE/INTAKE ADJUSTMENT, MAJOR CONNECTION TO EXISTING MANHOLE CONNECTION TO EXISTING INTAKE INTAKE, SW-505 INTAKE, SW-505, MODIFIED INTAKE, SW-506 FIRE HYDRANT ADJUSTMENT FIRE HYDRANT RELOCATION VALVE BOX ADJUSTMENT MANHOLE, STORM SEWER, SW-401, 60 IN. MANHOLE, STORM SEWER, SW-401, 84 IN. REMOVAL OF INTAKE/MANHOLE VALVE, GATE, DIP, 12 IN. FIRE HYDRANT ASSEMBLY, WM-201 FITTING, DUCTILE IRON, 12 IN. INTAKE, SW-501 INTAKE, SW-503 CONNECTION TO EXISTING WATER SYSTEM REMOVAL OF WATER MAIN VALVE, GATE, DIP, 8 IN. P:\Projects\DM\4203290\Construction\_Warrior Lane Phase 2\CASupport\Pay Requests\11\PayRequest11_Warrior Lane Phase 2.xlsx Pay Request 11 Page 2 of 5 65 STA 8.77 28.70 125.00$ 4,683.75$ 8.77 28.70 4,683.75$ 66 STA 34.64 0.00 85.00$ 2,944.40$ -$ 67 EA 0 28 125.00$ 3,500.00$ 28.00 3,500.00$ 68 EA 12 0 250.00$ 3,000.00$ -$ 69 STA 0.48 2.09 450.00$ 1,156.50$ 0.48 2.09 1,156.50$ 70 STA 34.64 0.00 85.00$ 2,944.40$ -$ 71 EA 11 0 125.00$ 1,375.00$ -$ 72 EA 20 19 150.00$ 5,850.00$ -$ 73 EA 13 16 150.00$ 4,350.00$ -$ 74 EA 7 11 75.00$ 1,350.00$ -$ 75 LS 0.9 0.1 20,000.00$ 20,000.00$ 0.70 0.10 16,000.00$ 76 AC 1.5 0.7 7,500.00$ 16,500.00$ 0.77 0.70 11,025.00$ 77 AC 3.0 0.0 3,500.00$ 10,500.00$ 0.19 665.00$ 78 EA 725 0 25.00$ 18,125.00$ 725.00 18,125.00$ 79 EA 50 0 50.00$ 2,500.00$ 50.00 2,500.00$ 80 EA 14 274 60.00$ 17,280.00$ 14.00 274.00 17,280.00$ 81 EA 20 11 450.00$ 13,950.00$ 2.00 11.00 5,850.00$ 82 EA 16 21 525.00$ 19,425.00$ 16.00 13.00 15,225.00$ 83 EA 24 0 450.00$ 10,800.00$ 14.00 6,300.00$ 84 EA 25 0 550.00$ 13,750.00$ -$ 85 EA 1 0 750.00$ 750.00$ -$ 86 CY 4.7 0.0 300.00$ 1,410.00$ 4.70 1,410.00$ 87 CY 183.7 0.0 120.00$ 22,044.00$ 183.70 22,044.00$ 88 CY 35.3 40.0 40.00$ 3,012.00$ 35.30 40.00 3,012.00$ 89 MGAL 17.16 27.81 60.00$ 2,698.20$ -$ 90 EACH 6 6 400.00$ 4,800.00$ -$ 91 LS 1.0 0.0 10,000.00$ 10,000.00$ -$ 92 LS 0.7 0.3 2,000.00$ 2,000.00$ 0.70 0.30 2,000.00$ 93 LS 0.7 0.3 6,000.00$ 6,000.00$ 0.40 0.25 3,900.00$ 94 LF 400 950 2.75$ 3,712.50$ 604.00 959.00 4,298.25$ 95 LF 400 950 0.50$ 675.00$ -$ 96 LF 1,250 450 1.75$ 2,975.00$ 294.00 514.50$ 97 LF 2,500 900 0.05$ 170.00$ 294.00 14.70$ 98 TON 120.0 40.0 50.00$ 8,000.00$ 15.00 5.00 1,000.00$ 99 AC 3.0 0.0 3,000.00$ 9,000.00$ -$ 100 EA 19 12 180.00$ 5,580.00$ 12.00 5.00 3,060.00$ 101 EA 38 24 40.00$ 2,480.00$ -$ 102 EA 10 0 3,000.00$ 30,000.00$ -$ STABILIZED CONSTRUCTION ENTRANCE EROSION CONTROL MULCHING, HYDROMULCHING INLET PROTECTION DEVICE, SEDIMENT FILTER INLET PROTECTION DEVICE, MAINTENANCE AND REMOVAL EXISTING HYDRODYNAMIC SEPARATOR CLEANOUT SWPPP MANAGEMENT FILTER SOCK, 9 IN. DIA. FILTER SOCK, REMOVAL SILT FENCE SILT FENCE, MAINTENANCE AND REMOVAL DOUBLE-SHREDDED HARDWOOD MULCH WATERING FOR PLANTINGS MOBILIZATION FOR WATERING IRRIGATION SWPPP PREPARATION 6-8' HEIGHT DECIDUOUS B&B TREE - CLUMP 8' HEIGHT B&B EVERGREEN TREE 2.5" EXISTING TREE TRANSPLANTING COMPOST AMENDMENT IMPORTED PLANTING SOILS 1 GALLON PERENNIAL 2 GALLON PERENNIAL 3 GALLON SHRUB 1.75" B&B DECIDUOUS TREE 2" B&B DECIDUOUS TREE POSTS, STEEL, AS PER PLAN REMOVAL OF TRAFFIC SIGN TEMPORARY TRAFFIC CONTROL HYDRAULIC SEED, FERTILIZE, MULCH TYPE 1 (URBAN) HYDRAULIC SEED, FERTILIZE, MULCH TYPE 4 (TEMP URBAN) PAINTED SYMBOLS AND LEGENDS, DURABLE PAVEMENT MARKINGS REMOVED GROOVES CUT FOR PAVEMENT MARKINGS GROOVES CUT FOR SYMBOLS AND LEGENDS TYPE A SIGN PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE PAINTED PAVEMENT MARKINGS, DURABLE PAINTED SYMBOLS AND LEGENDS, SOLVENT/WATERBORNE P:\Projects\DM\4203290\Construction\_Warrior Lane Phase 2\CASupport\Pay Requests\11\PayRequest11_Warrior Lane Phase 2.xlsx Pay Request 11 Page 3 of 5 103 LF 0 0 24.90$ -$ -$ 104 EA 0 0 675.00$ -$ -$ 105 LF 294 299 3.00$ 1,779.00$ 294.00 299.00 1,779.00$ 106 CY 40.9 0.0 800.00$ 32,720.00$ 40.90 32,720.00$ 107 EA 2 0 475.00$ 950.00$ 2.00 950.00$ 108 SF 1,493.4 0.0 28.00$ 41,815.20$ 1,493.40 41,815.20$ 109 SY 126.7 0.0 140.00$ 17,738.00$ 126.70 17,738.00$ 110 LS 0.7 0.3 25,000.00$ 25,000.00$ 0.70 0.30 25,000.00$ 111 LS 0.7 0.3 155,000.00$ 155,000.00$ 0.70 0.30 155,000.00$ 112 LS 0.7 0.3 6,220.00$ 6,220.00$ 0.70 0.30 6,220.00$ 113 LS 1.0 0.0 60,000.00$ 60,000.00$ 1.00 60,000.00$ 114 LS 0.0 1.0 35,000.00$ 35,000.00$ 0.60 21,000.00$ CO-1.1 LF 0 0 38.28$ -$ -$ CO-1.2 EA 0 0 1,067.00$ -$ -$ CO-2.1 EA 1 0 2,024.00$ 2,024.00$ 1 2,024.00$ CO-3.1 LF 188 71 58.52$ 15,156.68$ -$ 2,542,597.53$ 2,304,456.45$ Description None CHANGE ORDER #3 CHAIN LINK FENCE, 96 IN., BLACK VINYL-COATED CROSSWALK SIGNAL CONCRETE BASE CHANGE ORDER #2 TOTAL -$ NO EXCUSE ROADWAY AND PARKING LOT COMPLETION ENHANCEMENT PAYMENT SITE LIGHTING - PARKING LOT TOTAL MATERIALS STORED SUMMARY # of Units Unit Price Extended Cost -$ GATE, CHAIN LINK, 72 IN., BLACK VINYL-COATED CHAIN LINK FENCE, 72 IN., BLACK VINYL-COATED CHANGE ORDER #1 UNIT PAVERS ON GRANULAR BASE PCC EDGING BAND CONSTRUCTION SURVEY MOBILIZATION CONCRETE WASHOUT CHAIN LINK FENCE, 72 IN. GATE, CHAIN LINK, 72 IN. REMOVAL OF FENCE COMBINED CONCRETE SIDEWALK AND RETAINING WALL COMMUNITY MARKER SIGN FOOTING P:\Projects\DM\4203290\Construction\_Warrior Lane Phase 2\CASupport\Pay Requests\11\PayRequest11_Warrior Lane Phase 2.xlsx Pay Request 11 Page 4 of 5 $23,655.00 is recommended for approval for payment in accordance with the terms of the Contract Date: Approved By: City of Waukee Signature: Name: Title: Date: Recommended By: Shive-Hattery, Inc. Signature: Name: Title: Date: Contractor: Absolute Concrete Construction, Inc. Signature: Name: Title: PAY REQUEST SUMMARY Total Approved Approved Change Order 3 (9,026.60)$ Revised Contract Price 2,542,597.53$ 2,304,456.45$ Materials Stored -$ Contract Price 2,536,969.55$ 2,304,456.45$ Approved Change Order 1 12,630.58$ Approved Change Order 2 2,024.00$ Total Completed Retainage (5%) 115,222.82$ Pay Request 5 $597,858.75 Percent Complete 91% Percent of Contract Period Utilized 80% Liquidated Damages Total Earned Less Retainage 2,189,233.63$ Total Previously Approved (list each)Pay Request 1 $18,620.00 Pay Request 2 $6,080.00 Pay Request 3 Pay Request 12 $141,535.04 Pay Request 4 $231,748.70 The amount of: Pay Request 6 $408,343.51 Pay Request 7 $116,470.95 Pay Request 11 Pay Request 9 $212,095.29 Pay Request 10 $69,502.22 Pay Request 8 $363,324.17 Total Previously Approved 2,165,578.63$ Amount Due This Request 23,655.00$ P:\Projects\DM\4203290\Construction\_Warrior Lane Phase 2\CASupport\Pay Requests\11\PayRequest11_Warrior Lane Phase 2.xlsx Pay Request 11 Page 5 of 5