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HomeMy WebLinkAboutLodge Construction - Cont. No. 1007 SIGNED FINAL QTY ADJUSTMENT - 2.6.2023CITY OF WATERLOO, IOWA FINAL QUANTITY ADJUSTMENT PROJECT: F.Y. 2022 CENTER FOR THE ARTS PARKING IMPROVEMENTS PHASE 2 (ART BLOCK), CONTRACT NO. 1007 Date Prepared: JANUARY 18, 2023 AMOUNT: $1651.64 INCREASE TO: LODGE CONSTRUCTION, INC , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated SEPTEMBER 7, 2021 . A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As -built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: Compensation already made to contractor through bid items. TOTAL INCREASE = $1651.64 QuerHia BY: 2/6/2023 Mayor LODGE CONSTRUCTION, INC Date CONTRACTOR ATTEST: ?Kelley FeCchie 2/6/2023 City Clerk Date BY: TITLE:51iltia�f APPROVED: ity Engineer /ram✓ Date 1/26/2023 Date FINAL QUANTITY ADJUSTMENT Ff 2022 CENTER FOR DIE ARTS PARKING IMPROVEMENTS PHASE 2, NORTHEAST HALF CITY CONTRACT NO. 1007 AECOM FRO)ECT # 60661483 CONTRACTOR: Lodge Construction, Inc. CONTRACT AUTHORIZED DIFFERENCE quantity Total Amount Item No. Description Units Unit Price Quantity Amount Quantity Amount 1 Clearing and Grubbing IS $ 3,000.00 L0 $ 3,000.00 1.0 $ 3,000.00 5 4,500.00 $ 5,100.00 $ 4,053.47 $ 8,514.24 $ 35,426,660 $ 7,938.00 $ 1,416.00 $ - $ _- $__ $ - 2 Topsoil, Furnish and Spread CY S 45.00 100.0 $ 4,500.00 100.0 $ - 3 Class 10 Excavation, Roadway and Borrow CY $ 17.00 300.0 $ 5,100.00 300.0 $ - 4 subgrade Preparation 5Y $ 1-00 4,86136 $ 4,868.60 4,053.5 $ (815_13) 5 (815.13) 5 Subgrade Treatment Geogrid (Type 2) SY $ 3.00 600.0 $ 1,800.00 2,838.1 $ 2,238.08 $ 6,714.24 6 Modified Subbase TONS $ 2.2.00 1,610.3 $ 35,426.60 1,610.3 $ $ - $ $ - _ 5 (3,000.00) $ 850.00 $ 1,475.00 $ (4,200.00) 7 Stamm Sewer, Gravity Main, Trenched, RCP, 20000 (CJASS III), 151N. LF $ 42.00 1139.0 $ 7,938.00 189.0 $ - $ - $ (3.00) $ 1.00 $ 0.50 $ 11.00) $ (103.85) 8 Storm Sewer, Gravity Main, Trenched, RCP, 2000D (CLASS III), 211N. IF $ 59.00 24.0 $ 1,416.00 24.0 9 Manhole Adjustment Minor EA $ 1,000.00 6.0 $ 6,000.00 3.0 $ 3,600.00 10 _ Removal of Intakes and UtilityAccesses EA $ 850.00 4.0 $ 3,400.00 5.0 $ 4,250.00 11 Intake, 6010.502 EA $ 3,750.00 1.0 $ 3,750.00 1.5 $ 5,625.00 12 Intake,6010.505 EA $ 4,20E400 4.0 $ 16,800.00 3.0 $ 12,600.00 13 Standard or Slip Form PCC Pavement Class C, Class 3 Durability, 8" $Y $ 57.00 4,057.6 $ 231,283.20 3,953.75 $ 225,363.75 $ (5,919.45) 14 Removal of Pavement SY $ 7.00 3,396.7 $ 23,776.90 3,396.70 $ 23,776,90 $ - $ - 15 Removal o5Sidewalk sr $ 7.00 30.7 $ 214.90 30.7 $ 214.90 $ - $ - 16 Sidewalk, PCC, 61n $Y $ 55.00 133.0 $ 7,315.00 120.2 $ 6,611.00 $ (12.80) $ (704.00) 17 Tan Colored Sidewalk, PCC, 6" ST $ 155,00 394.0 $ 61,070.00 369.2 $ 57,226A0 $ (24.80) $ (3,844.00) 18 Grey Colored Sidewalk, PCC, 6" SY $ 155.00 284.0 $ 44,020.00 326.9 4 0 4.0 $ 50,66950 $ 42.90 $ 6,649.50 19 Lighting Poles, Type 1 EA $ 4,975.00 4.0 $ 19,900.00 S 19,900.00 5 24,400.00 $ 43,450.00 $ - $ __.__ - _ $ _ - $ 309.38 $ $ _ - $ - $ - 20 Lighting Poles, Type EA .$. 6,100.00 4-0 $ 24,401100 $ -___ S - 21 Lighting Pales,Type 3 EA $ 3,950.00 11.0 $ 43,450.00 11A 22 Electrical Circuits LF $ 16.00 926.0 $ 14,816,00 1,235.4 $ 19,766.08 $ 4,950.08 $ - $ - $ - 23 Handholes FA $ 1,150.00 3.0 $ 3,450.00 3.0 $ 3,450.00 24 Painted Pavement Markings, Waterborne or Solvent -based STA $ 94.00 125 $ 1,1.75.00 12.5 4.0 1.0 $ 1,175.00 -$ 180.00 $ 3,500.00 $ 6,500.90 25 Painted Symbols and Legends, Waterborne or Solvent -Based EA $ 45.00 4A $ 180.00 26 Relocate hydrant EA $ 3,500.00 1.0 $ 3,500.00 $ -----$ - $ - 27 Traffic Control IS $ 6,500.00 LO $ 6,500.00 1.00 $ - 28 SWPPP Management CS $ 1,300.00 1A $ 1,300.00 1.00 $ 1,300.00 $ - $ - 5 1330-00) $ 1110.00) $ (630-00) $ (105.001 5 $ - $ - $ -_ 29 Wattles, installation LF $ 3.00 110A $ 330.00 $ - $ (110.00) 30 Wattles, Maintenance LF $ 1.00 110.11 $ 110.00 - $ - $ (110.00) 31 Inlet Protection Device, Installation FA $ 90.00 11.0 $ 990.00 4.0 $ 360.00 $ (7.00) 32 Inlet Protection Device, Maintenance EA $ 15.00 11.0 $ 165.00 4.0 $ 60.00 $ (7.00) 33 Removals, As Per Plan 45 $ 5,000.00 1.0 $ 5,000.00 1.0 $ 5,000.00 $ - 34 Mobilization LS $ 35,000.00 $ 630.00 $ 525.00 1A 5 35,000.00 1.0 4.0 7.0 5,578.0 5,578.0 208.0 196.0 38.0 $ 35• 000.00 $ 2,520.60 $ - $ - $ - 35 Concrete Bollard with Sign FA 4.0 $ 2,520.00 36 37 36 39 Concrete Bollard without Sign EA 7.0 $ 3,675.00 $ 3,675.00 Red Preparation SF $ 1.00 5,578.0 5,370.0 $ 5,578.00 $ 6,981.00 $ 5,578.00 $ 7,251.40 $ 312.00 $ 2,254.00 $ - $ 208-00 $ - $ - $ - $ __- - $_ ___ - $ - S - $ ..... - $ - $ - $ - $ - - $ _ - $ 270.40 $ - $ - 5 $ - $ $ $ - $ - 5 $ Washed Stone Mulch and Weed Barrier Fabric SF $ 1.30 Shredded Cedar Mulch and Weed Barrier Fabric SF $ 1.50 208.0 196.0 36.0 56.0 184.0 $ 312.00 40 41 Groundcover (Feather Reed Grass,1 Gal. Cont) FA $ 11.50 $ 11.50 $ 11.50 $ 2,254.00 Groundcover (Prairie Dropseed, 1 Gal. Conti EA EA $ 437.00 $ 437.00 $ 544.00 $ 2,300.00 $ 4,272.00 5 2,250.09 $ 450.00 $ 4,060.00 $ 3,075.00 42 43 Groundcover (Stella D'Oro Daylily, 1 Gal. Cont.) $ 644.00 56.0 Groundcover(Warrior Switchgrass, 1 Gal_ Cont.} EA $ 12.50 $ 2,300.00 184.0 44 Shrub (Gro-Low Sumac, 3 Gal. Cont.) EA $ 48.00 89.0 5A $ 4,272.00 89.0 5.0 1.0 14.0 15A 45 Tree(Quaking Aspen, l.5"Cal. B&B) EA $ 45600 a o ❑ ❑ § N rYi C N i ark Nlih ilT' V1 ih:iA 46 Tree (Skyline Honeylocust, 2.5" Cal. 6&B) EA $ 450.00 1.0 47 Tree (Spring Snow Crabapple, 1.5" Cal. RB:R) EA $ 290.00 $ 265.00 14.0 15.0 5.0 1.0 7.0 48 Tree (rechny Arborvitae, 4-5' Spec B&B) EA 49 Bike Racks E4 EA $ 950.00 $ 2,000.00 5.0 $ 4,750.00 $ 2,000.00 $ 19,950.00C$ $ - 50 Waste Receptacles 1.0 $ - $ - 51 Benches EA ,-$-, 2,850.00 7A $ 3,7E0.19 $ 11,445.10 $ 1,651.64 TOTALS -__.. $ 68,8,353.20 $ 690,004.84' LS L5 1.0 1.0 _ _ 45.0 4.0 1.0 1.0 _ 1.0 16 6 1.0 1.0 $ 3,76019 $ 11,445.10 CHANGE ORDERS 1.1 Playhouse Cable Connection 1-0 1.0 45.0 4.0 $ 3,766.19 $ 11,445.10 $ 1,237-50 $ 1,7E0.00 $ 5,000.00 $ 225.00 $ 4,290,00 5 2,000.00 $ 2,801.70 $ 2,500-00 $ $ - $ - $ - $ - $ - $ - $ - $ L2 Cedar Street Directional Boring 2.1 Type ASigns SF EA LS $ 27.50 $ 440.00 $ 5.000,00 $ 225.00 $ 4,290.00 $ 125.00 $ 2,801_70 $ 2,500.00 $ 123750 $ 1,760.00 $ - 2,2 Post and Anchors $ - 3.1 Intake and pipe $ 5,000.00 $ 225.00 $ 4,290.00 $ 2,000.00 $ 2,801.70 $ 2,500.00 $ 723,372.69 1.0 1.0 1.0 36.0 1.0 1.0 $ - 3.2 Labor for hydrant valve L5 $ $ - $ - $ - 4.1 4.2 4.3 Lower Utilities LS Removal and Disposal of Footings l5 Fence, White Vinyl 15 $ - 5.1 Handhole EA $ $ - TOTAL CONSTRUCTION AMOUNT $ 717,722.63 $ 1,651.64 Contract Increase: $ 1,651.54