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HomeMy WebLinkAbout5/1/2013 - AGREEMENTS (9)3/4/2013 8,901,747.50$Subtotal PB Job No. 445,087.38$5%Contingency 12740 L1 9,346,834.88$Construction Total Bid item Description U.M.Bid Quantitiy Unit Price Total Mobilization G-001 LS 4.0% $ 335,915.00 Bonds and Insurance LS 2.0% $ 167,957.50 2 Provide Quality Control testing for P-152 items (G-100-5.1)CYd 200,000 $ 0.50 $ 100,000.00 3 Provide Quality Control testing for P-208 items (G-100-5.2)CYd 10,500 $ 1.50 $ 15,750.00 4 Provide Quality Control testing for P-209 items (G-100-5.3)CYd 7,500 $ 1.00 $ 7,500.00 5 Provide Quality Control testing for P-301 items (G-100-5.4)SF 5,100 $ 0.50 $ 2,550.00 6 Provide Quality Control testing for P-401 and P-403 items (G-100-5.5)TN 20,500 $ 5.00 $ 102,500.00 7 Provide Quality Control testing for P-501 items (G-100-5.6)SF 5,100 $ 2.00 $ 10,200.00 8 Finishing Airport (G-105-4.1)LS 1 $ 25,000.00 $ 25,000.00 9 Safety and Security (G-200-4.1)L.S 1 $ 200,000.00 $ 200,000.00 10 Personnel and Vehicle Security(G-200-4.2)Allow 1 $ 7,500.00 $ 7,500.00 11 Furnish Low-Profile Barricade (G-200-4.3)EA 200 $ 150.00 $ 30,000.00 12 Furnish Mobile Secturity Shelter (G-200- 4.4)EA 2 $ 12,500.00 $ 25,000.00 13 Furnish New Temporary Baggage Handling Equipment (G-201-5.1)EA 4 $ 7,000.00 $ 28,000.00 14 Install, Relocate or Reinstall Temporary baggage handling Equipment (G-201-5.2)Allow 1 $ 10,000.00 $ 10,000.00 15 Furnish New Portable Passenger Screens (G-201.5.3)EA 6 $ 1,000.00 $ 6,000.00 16 Install , Relocate, or Reinstall Portable Partitions (G-201-5.4)Allow 1 $ 5,000.00 $ 5,000.00 17 Remove Existing AC Pavement to Stockpile for Crushing (G-300-4.1)SF 1,230,000 $ 0.30 $ 369,000.00 18 Remove and Dispose of Existing PCC Pavement (G-300-4.2)SF 5,100 $ 2.00 $ 10,200.00 19 Export and dispose of excess removed AC Pavement (G-300-4.3)TN 40,000 $ 7.00 $ 280,000.00 20 Remove and Salvage Street Sign, demolish Base (G-300-4.4)EA 2 $ 250.00 $ 500.00 Palms Springs Airport - Apron Reconstruction and Taxiway G Base Bid 1 21 Demolish Bollard (G-300-4.5)EA 10 $ 150.00 $ 1,500.00 22 Demolish Gate Track and Post Foundation (G-300-4.6)EA 3 $ 500.00 $ 1,500.00 23 Remove and Dispose of Existing Wheel Stop (G-300-4.7)EA 5 $ 250.00 $ 1,250.00 24 Remove and Replace Existing Type K Rail (G-300-4.8)LS 1 $ 1,000.00 $ 1,000.00 25 Remove Existing Striping (G-300-4.9)SF 1,300 $ 2.50 $ 3,250.00 26 Remove Temporary Striping (G-300-4.10)SF 1,000 $ 2.50 $ 2,500.00 27 Remove and Salvage Existing Semi-Flush Light Fixture (G-300-4.11)EA 6 $ 250.00 $ 1,500.00 28 Remove Existing Edgelight, Can and Conduit (G-300-4.12)EA 27 $ 350.00 $ 9,450.00 29 Remove Existing Elevated Light Fixture and Store for Re-use. (G-300-4.13)EA 50 $ 200.00 $ 10,000.00 30 Salvage Taxiway Sign #GS-91 (G-300-4.14)EA 1 $ 500.00 $ 500.00 31 Remove Existing Taxiway Sign #GS-91 Foundation (G-300-4.15)EA 1 $ 500.00 $ 500.00 32 Crush Pavement - AC (G-301-4.1)TN 40,000 $ 4.00 $ 160,000.00 33 Raise Existing Inlet to Grade (D-751-5.1)EA 1 $ 2,500.00 $ 2,500.00 34 Raise Existing Electrical Vault to Grade - Size 5'x4' (D-751-5.2)EA 1 $ 3,500.00 $ 3,500.00 35 Raise Existing Electrical Vault to Grade - Size 5'x7' (D-751-5.3)EA 1 $ 5,500.00 $ 5,500.00 36 Raise Sewer Cleanout to Grade (D-751- 5.4)EA 10 $ 150.00 $ 1,500.00 37 Adjust Hose Bib to Grade (D-751-5.5)EA 1 $ 150.00 $ 150.00 38 Adjust Gas Valve to Grade (D-751-5.6)EA 1 $ 150.00 $ 150.00 39 Adjust Water Valve Can to Grade (D-751- 5.7)EA 24 $ 150.00 $ 3,600.00 40 Adjust Emergency Shower and Eye Wash Station to Grade (D-751-5.8)EA 1 $ 500.00 $ 500.00 41 Adjust Fuel Cleanout to Grade (D-751-5.9)EA 1 $ 500.00 $ 500.00 42 Construct 6" PCC Curb (D-754-5.1)LF 205 $ 35.00 $ 7,175.00 43 Construct PCC Ribbon Gutter (width per plan) (D-754-5.2)SF 6,100 $ 15.00 $ 91,500.00 44 Construct 8" PCC Pavement (D-754-5.3)SF 3,300 $ 10.00 $ 33,000.00 45 Reconstruct Mast Light foundation and Reinstall (D-754-5.4)EA 3 $ 5,000.00 $ 15,000.00 46 Reconstruct Existing Roof Drain (D-754- 5.5)EA 3 $ 500.00 $ 1,500.00 47 Repair PCC Surface Anomolies (D-754-6)EA 20 $ 250.00 $ 5,000.00 48 Construct Ramp Grooving/Detectable Warning Surface (D-754-7)SF 10 $ 25.00 $ 250.00 49 Over-excavation and Recompaction 85% (P- 152-4.1)Cyd 50,000 $ 3.00 $ 150,000.00 50 Over-excavation and Recompaction 90% (P- 152-4.2)Cyd 48,500 $ 3.00 $ 145,500.00 51 Over-excavation and Recompaction 95% (P- 152-4.3)Cyd 48,500 $ 4.00 $ 194,000.00 52 Over-excavation and Recompaction 100% (P-152-4.4)Cyd 55,500 $ 5.00 $ 277,500.00 53 Export excess soil (P-152-4.5)Cyd 15,000 $ 7.00 $ 105,000.00 54 Environmental Compliance (P-156-5.1)L.S 1 $ 20,000.00 $ 20,000.00 55 Place Aggregate Base (P-208-5.1)Cyd 10,000 $ 13.00 $ 130,000.00 56 Furnish and Place Aggregate Base (P-208- 5.2)CYd 500 $ 50.00 $ 25,000.00 57 Furnish and Place Crushed Aggregate Base (P-209-5.1)CYd 8,000 $ 55.00 $ 440,000.00 58 Construct Cement Treated Soil (P-301-6.1)SF 6,000 $ 1.00 $ 6,000.00 59 Construct P-401 Finish Pavement (P-401 - 8.1)TN 22,000 $ 90.00 $ 1,980,000.00 60 Provide Material Transfer Machine (P-401- 8.2)TN 22,000 $ 1.00 $ 22,000.00 61 Construct AC Pavement P-401 Test Strip (P- 401-8.3)LS 1 $ 12,000.00 $ 12,000.00 62 Construct P-403, RAP Base Pavement (P- 403- 8.1)TN 42,000 $ 65.00 $ 2,730,000.00 63 Construct P-403 Finish Pavement (P-403 8.2)TN 3,000 $ 80.00 $ 240,000.00 64 Construct P-501 Reinforced PCC Pavement Replacement Panels (P-501-8.3)SF 5,100 $ 10.00 $ 51,000.00 65 Construct Type A-3 Isolation Joint (P-605- 5.3)LF 2,500 $ 5.00 $ 12,500.00 66 Construct Type E Doweled Construction Joint (P-605-5.5)LF 1,000 $ 6.00 $ 6,000.00 67 Construct Type D Dummy Contraction Joint (P-605-5.6)LF 600 $ 2.50 $ 1,500.00 68 Place Striping with beads (Yellow - two coats) (P-620.5.1)SF 20,000 $ 1.25 $ 25,000.00 69 Place Black Striping without beads (two coats) (P-620.5.2)SF 21,000 $ 0.80 $ 16,800.00 70 Place Striping with beads (White/Blue - two coats) (P-620.5.3)SF 21,000 $ 1.25 $ 26,250.00 71 Paint Surface Gate ID with Beads (two coats) (P-620.5.4)EA 21 $ 500.00 $ 10,500.00 72 Paint Vehicle Stop Lettering with Beads (White - two coats) (P-620.5.5)EA 3 $ 500.00 $ 1,500.00 73 Paint Temporary TWY Centerline Striping no beads (Yellow - one coat) (P-620.5.6)EA 500 $ 0.80 $ 400.00 74 Furnish and install LED Semi-flush Taxiway Edge light FAA L-852T (L-108-5.1)EA 19 $ 1,500.00 $ 28,500.00 75 Furnish and install LED Elevated Taxiway Edge light FAA L-861T (L-108-5.2)EA 7 $ 1,200.00 $ 8,400.00 76 Furnish and install New Base Can FAA L- 868 (L-108-5.3)EA 24 $ 1,000.00 $ 24,000.00 77 Furnish and install L-824 #8 conductor (L- 108-5.4)LF 2,000 $ 1.25 $ 2,500.00 78 Furnish and install #8 bare Cu conductor (L- 108-5.5)LF 2,000 $ 1.00 $ 2,000.00 79 Furnish and install #6 bare Cu conductor (L- 108-5.6)LF 1,000 $ 1.75 $ 1,750.00 80 Furnish and install Cu Clad Ground Rod (L- 108-5.7)EA 4 $ 250.00 $ 1,000.00 81 Furnish and install traffic loops and reconnect to gate opener at SIDA Gate (L- 108.5.8) EA 1 $ 1,500.00 $ 1,500.00 82 Construct PCC Sign Foundation and Install Salvaged Sign #GS-91 (2 module) Size 2 'Lumicurve' (L-108-5.9) EA 1 $ 2,500.00 $ 2,500.00 83 Furnish and install New Sign Panels for Sign# GS 87 (1 module) (L-108-5.10)LS 1 $ 500.00 $ 500.00 84 Furnish and install New Sign Panels for Sign# GS 25 (5 module) (L-108-11)LS 1 $ 1,000.00 $ 1,000.00 85 Furnish and Install Sign #GS-25A (5- Module) Size 2 (L-108-12)EA 1 $ 6,500.00 $ 6,500.00 86 Furnish and Install (2-Module) Size 2 (L-108- 13)EA 1 $ 3,000.00 $ 3,000.00 87 Furnish and Install New 600 V Cu conductors (#1 AWG)LF 3,000 $ 3.10 $ 9,300.00 88 Connect New Conduit and Conduit and Conductors to existing facilites LS 1 $ 3,000.00 $ 3,000.00 89 Furnish and install 2" Schedule 80 PVC Conduit (L-110-5.1)LF 3,000 $ 25.00 $ 75,000.00 Total Base Bid 8,901,747.50$ 3/4/2013 417,715.50$Subtotal PB Job No. 20,885.78$5%Contingency 12740 L1 438,601.28$Construction Total Bid item Description U.M.Bid Quantitiy Unit Price Total 101 Bonds and Insurance LS 2.0% $ 8,190.50 102 Provide Quality Control testing for P-152 items (G-100-5.1)CYd 1800 $ 0.50 $ 900.00 103 Provide Quality Control testing for P-208 items (G-100-5.2)CYd 500 $ 1.50 $ 750.00 104 Provide Quality Control testing for P-401 and P-403 items (G-100-5.5)TN 3000 $ 5.00 $ 15,000.00 105 Finishing Airport (G-105-4.1)LS 1 $ 5,000.00 $ 5,000.00 106 Remove and Dispose of Existing AC Pavement (G-300-4.3)SF 25000 $ 0.30 $ 7,500.00 107 Crush Pavement - AC (G-301-4.1)TN 2500 $ 4.00 $ 10,000.00 108 Cold Plane 0.33-foot of existing AC Pavement and remove to Stockpile for Crushing (P-101-5.1) SF 102000 $ 0.40 $ 40,800.00 109 Environmental Compliance (P-156-5.1)L.S 1 $ 5,000.00 $ 5,000.00 110 Over-excavation and Recompaction 85% (P- 152-4.1)Cyd 500 $ 3.00 $ 1,500.00 111 Over-excavation and Recompaction 90% (P- 152-4.2)Cyd 500 $ 3.00 $ 1,500.00 112 Over-excavation and Recompaction 95% (P- 152-4.3)Cyd 500 $ 4.00 $ 2,000.00 113 Over-excavation and Recompaction 100% (P-152-4.4)Cyd 500 $ 5.00 $ 2,500.00 114 Export excess soil (P-152-4.5)Cyd 500 $ 7.00 $ 3,500.00 115 Place Aggregate Base (P-208-5.1)Cyd 450 $ 13.00 $ 5,850.00 116 Construct P-401 Finish Pavement (P-401 - 8.1)TN 2,600 $ 90.00 $ 234,000.00 117 Construct P-403 Finish Pavement (P-403- 8.2)TN 500 $ 80.00 $ 40,000.00 118 Provide Material Transfer Machine (P-401- 8.3)TN 3,100 $ 1.00 $ 3,100.00 119 Place Striping with beads (two coats) (P- 620.5.1)SF 5000 $ 1.25 $ 6,250.00 120 Place Black Striping without beads (two coats) (P-620.5.2)SF 7500 $ 0.85 $ 6,375.00 121 Construct PCC Ribbon Gutter (width per plan) (D-754-5.2)SF 1,500 $ 12.00 $ 18,000.00 Total Bid Alternate #1 417,715.50$ Palms Springs Airport - Apron Reconstruction and Taxiway G Bid Alternate #1 Taxiway G 442,055.25$Subtotal PB Job No. 22,102.76$5%Contingency 12740 L1 464,158.01$Construction Total Bid item Description U.M.Bid Quantitiy Unit Price Total 201 Bonds and Insurance LS 2.0% $ 8,667.75 202 Deduct Quality Control testing for P-401 and P-403 items (G-100-5.5)TN -1,525 $ 4.50 $ (6,862.50) 203 Provide Quality Control testing for P-501 items (G-100-5.6)SF 62,000 $ 1.00 $ 62,000.00 204 Over-excavation and Recompaction 85% (P- 152-4.1)Cyd 2,700 $ 3.00 $ 8,100.00 205 Over-excavation and Recompaction 90% (P- 152-4.2)Cyd 2,700 $ 3.00 $ 8,100.00 206 Over-excavation and Recompaction 95% (P- 152-4.3)Cyd 2,700 $ 4.00 $ 10,800.00 207 Over-excavation and Recompaction 100% (P-152-4.4)Cyd 3,075 $ 5.00 $ 15,375.00 208 Export excess soil (P-152-4.5)Cyd 1,725 $ 7.00 $ 12,075.00 209 Deduct P-401 Finish Pavement (P-401-8.1)TN -1,520 $ 90.00 $ (136,800.00) 210 Deduct Material Transfer Machine (P-401- 8.2)TN -1,520 $ 1.00 $ (1,520.00) 211 Deduct 2" P-403, RAP Base Pavement (P- 403- 8.1)TN -800 $ 65.00 $ (52,000.00) 212 Construct PCC Pavement - Non Reinforced (P-501-8.2)SF 53,000 $ 7.50 $ 397,500.00 213 Construct PCC Pavement - Reinforced (P- 501-8.1)SF 9,000 $ 8.50 $ 76,500.00 214 Construct PCC Type A Isolation Joint at Existing Drain (P-605-5.1)LF 360 $ 4.50 $ 1,620.00 215 Construct Type A-2 Thickened Edge Isolation Joint (P-605-5.2)LF 300 $ 6.50 $ 1,950.00 216 Construct Type A-3 Isolation Joint (P-605- 5.3)LF 200 $ 4.50 $ 900.00 217 Construct Type C Doweled Contraction Joint Joint (P-605-5.4)LF 3,300 $ 4.50 $ 14,850.00 218 Construct Type E Doweled Construction Joint (P-605-5.5)LF 3,200 $ 6.50 $ 20,800.00 Total Bid Alternate #2 442,055.25$ Palms Springs Airport - Apron Reconstruction and Taxiway G Bid Alternate #2 PCC Infill Phase 3A 3/4/2013 306,000.00$Subtotal PB Job No. 15,300.00$5%Contingency 12740 L1 321,300.00$Construction Total Bid item Description U.M.Bid Quantitiy Unit Price Total 301 Bonds and Insurance LS 2.0% $ 6,000.00 302 Clean and Reseal PCC Joint (P-605-5.7)LF 50000 $ 6.00 $ 300,000.00 Total Bid Alternate #3 306,000.00$ Palms Springs Airport - Apron Reconstruction and Taxiway G Bid Alternate #3 Joint Seal Replacment 3/4/2013 PB Job No. 12740 L1 $ 9,346,834.88 $ 438,601.28 $ 464,158.01 $ 321,300.00 $ 10,570,894.16 Bid Alternate #3 (PCC Joint Seal Replacement) = Total = Palms Springs Airport - Apron Reconstruction and Taxiway G Bid Summary Base Bid = Bid Alternate #1 (Taxiway G) = Bid Alternate #2 (PCC Infill Phase 3A) =