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Contractor's Price Proposal - detail Continues.. <br />Work Order Number: 099276-06 <br />Work Order Title: <br />Monarch Bay Golf Course - Parking Lot <br />Section - 31 <br />34 31 23 16 13 0008 <br />CY Excavation For Trenching By Hand In Loose Rocklndudes stockpiling excess <br />$1,139.96 <br />materials and trimming sides and bottom oftrench. <br />Quantity Unit Price Factor <br />Total <br />Installation 5.00 x 192.48 x 1.1845 - <br />1.139-96 <br />hand dig for trench drain and concrete curbs 45' x 15x 2' = 27 <br />35 31 23 16 13 D011 <br />CY Backfillirg or Placing Subbase for Trenches with lmporte l or Stockpiled <br />$184.60 <br />Materials by Hand <br />Quantity Unit Price Factor <br />Total <br />Installation 500 x 31.17 x 1-1845 <br />1860 <br />backfilI for trench drain and concrete curbs 45' x 1.5' x 2 - 27 <br />36 31 23 16 13 0014 <br />CY Compaction of Fill or Subbase forTrenches t y Hand <br />$20824 <br />Quantity Unit Price Factor <br />Total <br />Installation 500 x 35.16 x 1.1845 - <br />208-24 <br />compaction for trench drain and concrete curbs 45' x 1-9 x 2' + 27 <br />37 31 23 16 33 0009 <br />CY Gutting, Shaping and Rough Grading Existing Elevations For Bulk Excavation <br />$5,751.15 <br />by Machine <br />Quantity Unit Price Factor <br />Total <br />Installation B78-OD x 5.53 x 1-1845 - <br />5,751-15 <br />earthwork for new asphalt pavement area [parking lot 10600 SF . driving range 13100 SF <br />= 23700 SF= 271 <br />38 31 23 15 33 0016 <br />SY Finish Grading for Bulk Excavation by Machine <br />$1,715.33 <br />Quantity Unit Price Factor <br />Total <br />Installation 2,533.00 x 0.55 x 1.1845 = <br />1,715-33 <br />earthwork for new asphalt pavement area [parking lot 10600 SF+ driving range 13100 SF <br />= 23700 SF+g] <br />39 31 23 16 36 0021 <br />CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures <br />$925A3 <br />by Vibratory Plate, Air Tamper, Etcetera <br />Quantity Unit Price Factor <br />Total <br />Installation 76-OD x 10.28 x 1-1845 = <br />925-43 <br />earthwork for new asphalt pavement area(Hard to reach area) 2044 SF= 27 <br />40 31 23 16 36 0021 <br />0024 MOD For -50 To 250, Add <br />$369-99 <br />Quantity Unit Price Factor <br />Total <br />Installation 76-00 x 4.11 x 1-1845 = <br />36999 <br />41 31 24 13 000020 <br />SY Finish Grade Roadway, Parking Areas, Landscaping And Embankments By <br />$30944 <br />Machine <br />Quantity Unit Price Factor <br />Total <br />Installation 31100 x 0.84 x 1-1845 <br />309.44 <br />finish grade for AQA stalls and curb ramp [2800 SF + 9 = 311 SY] <br />42 31 24 13 000021 <br />LF Finish Grade For Curb <br />$38-97 <br />Quantity Unit Price Factor <br />Total <br />Installation 3500 x 0.94 x 11845 = <br />38-97 <br />finish grade for concrete curbs <br />43 31 24 13 00 0022 <br />LF Finish Grade For Curb And Gutter <br />$641-67 <br />Quantity Unit Price Factor <br />Total <br />Installation 467 0D x 1.16 x 11845 = <br />541.67 <br />finish grade valley gutters subgrade to proper slope and low ine [375'+921 <br />44 31 24 13 000024 <br />SY Compaction Of Fill Or Subbase For Roadways, Parking Areas, Landscaping <br />$1,777.71 <br />And Embankments By Machine Per Lift <br />Quantity Unit Price Factor <br />Total <br />Installation 2,633-00 x 0.57 x 1-1845 - <br />1,777.71 <br />earthwork for new asphalt pavement area [parking lot 10600 SF +driving range 13100 SF = <br />23700 SF = 9] <br />Subtotal for Section -31 <br />$13.062.49 <br />Contractor's Price Proposal - Detail <br />Page 5 of 9 <br />4/1812022 <br />Non -Professional Services Agreement between June 6, 2022 <br />City of San Leandro and Angeles Contractor, Inc. — Exhibit A Page 8 of 12 <br />