Loading...
6509 - Mockingbird Lane Reconstruction, Tabulation SheetIFB 6509 - Tabulation for Mockingbird Lane Reconstruction i ii iii iv v Item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Item 28 29 30 31 32 Item 33 34 35 36 Respondent's Name: Principal Place of Business (City and State): Respondent is a Corporation, Partnership, Sole Proprietorship, Individual? Total calendar days after Notice to Proceed is issued by City for substantial completion of Base Bid (Maximum of 105): Total calendar days after Notice to Proceed is issued by City for project start: BASE BID Description General Surety Bonds Mobilization/Demobilization Temporary Erosion Control General Site Preparation Barricades, Signs and Traffic Control Project Signs Demolition Remove Concrete Curb and Gutter Remove Concrete Sidewalks and Ramps Remove and Replace Sidewalk Expansion Joints Remove Concrete Drive Approach Remove Small Signs and Replace Remove Concrete Valley Gutter and Aprons Remove Drop Inlet Structure Remove Asphalt Pavement Reconstruction 8" Lime Subgrade Treatment Lime at 7% (46 lbs/SY) 3" Type C Surface (PG 64-22) 6" Type B Base (PG 64-22) 6" Curb and 18" Gutter 4" Concrete Sidewalk 5' Wide Type 1 Ramp (5' Long) 5' Wide Type 1 Ramp (6' Long) 5' Wide Type 1 Ramp (7' Long) 5' Wide Type 1 Ramp (8' Long) 5' Wide Type 1 Ramp (9' Long) 5' Wide Type 1 Ramp (10' Long) 9" Concrete Pavement (6-Sack, High Early Strength) Description 8" Concrete Pvmt (Intersection Radius and Valley Gutter) 6" Concrete Drive Approach Concrete Solid Tapered Nose Bermuda Solid Sod Concrete Flume Drainage 10' Standard Inlet 10' Curb Inlet w/Back Opening 18" Storm RCP 24" Storm RCP Quantity 1 1 1 1 1 2 1825 5165 100 3883 4 1660 2 14000 Quantity 14200 330 13614 13614 2840 3844 3 1 2 1 1 2 130 Quantity 250 450 12 600 33 Quantity 1 2 33 39 Unit LS LS LS LS LS EA LF SF SF SF EA SF EA SY Unit SY TONS SY SY LF SF EA EA EA EA EA EA SY Unit SY SY EA SY LF Unit EA EA LF LF The LANE Construction Corporation Justin, TX Corporation 105 20 Unit Price 4900 20000 11500 32500 63000 650 21.5 1.75 10 1.5 100 1.5 1500 7 Unit Price 7.25 160 11.5 23 20 6 1450 1500 1525 1550 1600 1800 77.5 Unit Price 65 62 1000 7.5 41 Unit Price 4000 3900 85 100 Total Base Bid Total 4900 20000 11500 32500 63000 1300 39237.5 9038.75 1000 5824.5 400 2490 3000 98000 Total 102950 52800 156561 313122 56800 23064 4350 1500 3050 1550 1600 3600 10075 Total 16250 27900 12000 4500 1353 Total 4000 7800 2805 3900 1103720.75 JAGOE-PUBLIC COMPANY DENTON, TEXAS CORPORATION 105 14 Unit Price 16500 110000 45000 40000 60000 360 10 4 50 5 675 4.75 1850 5.75 Unit Price 3.65 155 10.25 19.25 23 7.5 1900 1900 1920 1920 1930 2100 89 Unit Price 88 62 610 8.6 90 Unit Price 6500 6400 260 330 Total Base Bid Total 16500 110000 45000 40000 60000 720 18250 20660 5000 19415 2700 7885 3700 80500 51830 51150 139543.5 262069.5 65320 28830 5700 1900 3840 1920 1930 4200 11570 22000 27900 7320 5160 2970 6500 12800 8580 12870 1166233 Quality Excavation, LTD Aubrey, Texas Partnership 105 Will start on day of Notice to Proceed Unit Price 29340 65620 9860 16975 13820 700 3.6 1.4 11 1.4 875 2.25 870 7.4 Unit Price 8.95 168 12.9 25.6 50.25 6.3 1175 1275 1375 1375 1625 1775 84 Unit Price 72.3 72.3 914 8.1 58 Unit Price 11000 11000 238 227 Total Base Bid Total 29340 65620 9860 16975 13820 1400 6570 7231 1100 5436.2 3500 3735 1740 103600 127090 55440 175620.6 348518.4 142710 24217.2 3525 1275 2750 1375 1625 3550 10920 18075 32535 10968 4860 1914 11000 22000 7854 8853 1286602.4 Oldcastle Materials Texas, Inc. dba TexasBit Irving, Texas Corporation 100 14 Unit Price 2736.84 107503.01 4000 44658.3 12105.2 1578.95 8.95 2.1 27.11 4.95 631.58 4.47 1263.16 8.79 Unit Price 9.11 159.09 14.3 26.56 30 8.94 1315.78 1736.8 1947.36 2289.47 2421.05 3947.36 197.36 Unit Price 160.78 116.05 1000 5.42 54.47 Unit Price 5789.47 6315.79 204.56 249.5 Total Base Bid Total 2736.84 107503.01 4000 44658.3 12105.2 3157.9 16333.75 10846.5 2711 19220.85 2526.32 7420.2 2526.32 123060 129362 52499.7 194680.2 361587.84 85200 34365.36 3947.34 1736.8 3894.72 2289.47 2421.05 7894.72 25656.8 40195 52222.5 12000 3252 1797.51 5789.47 12631.58 6750.48 9730.5 1408711.23 IFB 6509 - Pricing Sheet for Mockingbird Lane Reconstruction The respondent shall complete the following section, which directly corresponds to the specifications. The contractor shall not make changes to this format. i ii iii iv v Item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Item 28 29 30 31 32 Item 33 34 35 36 Respondent's Name: Principal Place of Business (City and State): Respondent is a Corporation, Partnership, Sole Proprietorship, Individual? Total calendar days after Notice to Proceed is issued by City for substantial completion of Base Bid (Maximum of 105): Total calendar days after Notice to Proceed is issued by City for project start: BASE BID Description General Surety Bonds Mobilization/Demobilization Temporary Erosion Control General Site Preparation Barricades, Signs and Traffic Control Project Signs Demolition Remove Concrete Curb and Gutter Remove Concrete Sidewalks and Ramps Remove and Replace Sidewalk Expansion Joints Remove Concrete Drive Approach Remove Small Signs and Replace Remove Concrete Valley Gutter and Aprons Remove Drop Inlet Structure Remove Asphalt Pavement Reconstruction 8" Lime Subgrade Treatment Lime at 7% (46 lbs/SY) 3" Type C Surface (PG 64-22) 6" Type B Base (PG 64-22) 6" Curb and 18" Gutter 4" Concrete Sidewalk 5' Wide Type 1 Ramp (5' Long) 5' Wide Type 1 Ramp (6' Long) 5' Wide Type 1 Ramp (7' Long) 5' Wide Type 1 Ramp (8' Long) 5' Wide Type 1 Ramp (9' Long) 5' Wide Type 1 Ramp (10' Long) 9" Concrete Pavement (6-Sack, High Early Strength) Description 8" Concrete Pvmt (Intersection Radius and Valley Gutter) 6" Concrete Drive Approach Concrete Solid Tapered Nose Bermuda Solid Sod Concrete Flume Drainage 10' Standard Inlet 10' Curb Inlet w/Back Opening 18" Storm RCP 24" Storm RCP Note: Please email this Exhibit 1 as an Excel file to ebids@cityofdenton.com Quantity 1 1 1 1 1 2 1825 5165 100 3883 4 1660 2 14000 Quantity 14200 330 13614 13614 2840 3844 3 1 2 1 1 2 130 Quantity 250 450 12 600 33 Quantity 1 2 33 39 Unit LS LS LS LS LS EA LF SF SF SF EA SF EA SY Unit SY TONS SY SY LF SF EA EA EA EA EA EA SY Unit SY SY EA SY LF Unit EA EA LF LF Unit Price Unit Price Unit Price Unit Price Bid Bond / Cashiers Check Total Base Bid Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 Total 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 Total 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 Total 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 Total 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 Total 0 0 0 0 0