Bid No.: PO Box Cone Rd Asphalt Ave th Ave. E. Dunedin, FL Tampa, FL Tampa, FL Palmetto, FL 34221
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- Conrad Watts
- 5 years ago
- Views:
Transcription
1 Bid : 7379 GENERAL unit $ total unit $ total unit $ total unit $ total $ G-1.1 Mobilization 1 LS $ 450, $ 450, $ 720, $ 720, $ 750, $ 750, $ 530, $ 530, G-2.1 Traffic Control 1 LS $ 185, $ 185, $ 150, $ 150, $ 396, $ 396, $ 215, $ 215, G-3.1 Clearing and Grubbing 1 LS $ 166, $ 166, $ 300, $ 300, $ 100, $ 100, $ 295, $ 295, G-4.1 Excavation, Unsuitable Material (Contingent) 200 CY $ $ 7, $ $ 3, $ $ 55, $ $ 3, G-4.3 Excavation, Rock and Buried Concrete (Contingent) 10 CY $ $ 1, $ $ $ $ 3, $ $ G-5.1 Miscellaneous Stone Bedding (Contingent) 200 CY $ $ 6, $ $ 15, $ $ 21, $ $ 10, G-9.1 Steel Sheeting Left in Place (Contingent) 200 SF $ $ 8, $ $ 3, $ $ 6, $ $ 7, Subtotal General $ 824, $ 1,191, $ 1,333, $ 1,061, DRAINAGE D " RC Pipe, Class III 17 LF $ $ 1, $ $ $ $ 1, $ $ 1, D " RC Pipe, Class III 286 LF $ $ 14, $ $ 18, $ $ 21, $ $ 17, D " RC Pipe, Class III 555 LF $ $ 33, $ $ 44, $ $ 74, $ $ 43, D " RC Pipe, Class III 612 LF $ $ 42, $ $ 67, $ $ 69, $ $ 51, D " RC Pipe, Class III 294 LF $ $ 23, $ $ 33, $ $ 37, $ $ 32, D " RC Pipe, Class III 335 LF $ $ 32, $ $ 40, $ $ 45, $ $ 48, D " RC Pipe, Class III 33 LF $ $ 4, $ $ 4, $ $ 6, $ $ 6, D " X 23" ERC Pipe, Class III 74 LF $ $ 5, $ $ 4, $ $ 6, $ $ 5, D " X 30" ERC Pipe, Class III 155 LF $ $ 11, $ $ 13, $ $ 14, $ $ 12, D " X 38" ERC Pipe, Class III 196 LF $ $ 16, $ $ 22, $ $ 24, $ $ 22, D " X 45" ERC Pipe, Class III 115 LF $ $ 12, $ $ 13, $ $ 17, $ $ 16, D " X 53" ERC Pipe, Class III 196 LF $ $ 26, $ $ 24, $ $ 31, $ $ 34, D " X 60" ERC Pipe, Class III 49 LF $ $ 8, $ $ 7, $ $ 9, $ $ 11, D " X 68" ERC Pipe, Class III 378 LF $ $ 68, $ $ 66, $ $ 79, $ $ 84, D-7.74 Box Culvert, Single (12'x4') 971 LF $ $ 823, $ $ 922, $ $ 922, $ 1, $ 1,132, D-7.95 Box Culvert, Double (12'x4') 840 LF $ $ 735, $ 1, $ 1,512, $ 1, $ 1,596, $ 3, $ 2,692, D-7.97 Box Culvert, Double (12'x6') 8 LF $ 4, $ 37, $ 3, $ 25, $ 2, $ 17, $ 5, $ 44, D-9.1 Manhole, Type III (4' x 4') 6 EA $ 2, $ 17, $ 3, $ 21, $ 2, $ 16, $ 2, $ 16, D-9.2 Manhole, Type III (5 'x 4') 6 EA $ 4, $ 24, $ 3, $ 22, $ 3, $ 19, $ 3, $ 19, D-9.3 Manhole, Type III (5 'x 5') 4 EA $ 4, $ 18, $ 4, $ 16, $ 3, $ 13, $ 3, $ 15, D-9.4 Manhole, Type III (6' x 4') 2 EA $ 4, $ 9, $ 4, $ 8, $ 3, $ 6, $ 3, $ 7, D-9.5 Manhole, Type III (6' x 5') 1 EA $ 4, $ 4, $ 4, $ 4, $ 3, $ 3, $ 3, $ 3, D-9.7 Manhole, Type III (7' x 4') 2 EA $ 5, $ 10, $ 4, $ 9, $ 3, $ 7, $ 3, $ 7, D-9.8 Manhole, Type III (7' x 5') 6 EA $ 5, $ 32, $ 4, $ 28, $ 3, $ 23, $ 4, $ 26, D-9.9 Manhole, Type III (7' x 6') 1 EA $ 5, $ 5, $ 5, $ 5, $ 4, $ 4, $ 4, $ 4, D-9.28 Manhole, Type III (10' x 6') 1 EA $ 7, $ 7, $ 7, $ 7, $ 7, $ 7, $ 12, $ 12, D-9.34 Manhole, Type III (12' x 6') 2 EA $ 9, $ 19, $ 7, $ 15, $ 8, $ 16, $ 8, $ 17, D Manhole, Type IV (15.5' x 5') 1 EA $ 30, $ 30, $ 12, $ 12, $ 10, $ 10, $ 10, $ 10, D Manhole, Type IV (16' x 7') 1 EA $ 36, $ 36, $ 13, $ 13, $ 10, $ 10, $ 32, $ 32, D Manhole, Type V (28'-10" x 11') 1 EA $ 105, $ 105, $ 75, $ 75, $ 75, $ 75, $ 87, $ 87, D-11.1 Manhole Riser, Type II (4' Dia.) on Box Culvert 17 EA $ 1, $ 28, $ 1, $ 28, $ 1, $ 23, $ 1, $ 32, D-16.1 Catch Basin, Type I 5 EA $ 3, $ 18, $ 2, $ 13, $ 4, $ 24, $ 3, $ 18, D-16.2 Catch Basin, Type I-M 16 EA $ 3, $ 61, $ 2, $ 46, $ 4, $ 77, $ 4, $ 68, The tabulation does not imply that the bid is in conformance with the City's requirements for a responsive bid. 1 OF 5
2 Bid : 7379 D-16.3 Catch Basin, Type I-M2 14 EA $ 3, $ 54, $ 3, $ 44, $ 6, $ 84, $ 4, $ 66, D Catch Basin, Type I-M2 (Mod. 4' x 3'-6") 1 EA $ 3, $ 3, $ 3, $ 3, $ 6, $ 6, $ 3, $ 3, D-17.1 Catch Basin, Type II 1 EA $ 4, $ 4, $ 3, $ 3, $ 4, $ 4, $ 3, $ 3, D-17.2 Catch Basin, Type II-M 1 EA $ 5, $ 5, $ 4, $ 4, $ 5, $ 5, $ 4, $ 4, D-17.3 Catch Basin, Type II-M2 6 EA $ 5, $ 32, $ 4, $ 27, $ 8, $ 52, $ 4, $ 25, D-18.3 Catch Basin, Type III-M2 5 EA $ 6, $ 30, $ 5, $ 29, $ 8, $ 43, $ 9, $ 48, D-19.3 Catch Basin, Type IV-M2 2 EA $ 7, $ 15, $ 8, $ 16, $ 9, $ 18, $ 10, $ 21, D-20.3 Catch Basin, Type V-M2 2 EA $ 6, $ 13, $ 9, $ 19, $ 8, $ 16, $ 11, $ 22, D-21.1 Grate Inlet, Type I 1 EA $ 3, $ 3, $ 2, $ 2, $ 2, $ 2, $ 3, $ 3, D-21.2 Grate Inlet, Type II 2 EA $ 4, $ 8, $ 2, $ 5, $ 3, $ 6, $ 4, $ 8, D-29.1 Baffle Box SD-01 1 LS $ 232, $ 232, $ 375, $ 375, $ 215, $ 215, $ 217, $ 217, D-29.2 Baffle Box SD-02 1 LS $ 232, $ 232, $ 375, $ 375, $ 215, $ 215, $ 273, $ 273, D-33.1 Remove Existing 12" through 24" Storm Drain Pipe 1,040 LF $ $ 11, $ 9.00 $ 9, $ $ 16, $ $ 10, D-33.5 Remove Existing 29" X 45" ERC Pipe 351 LF $ $ 4, $ $ 3, $ $ 5, $ $ 6, D-33.6 Remove Existing 34" X 53" ERC Pipe 326 LF $ $ 4, $ $ 3, $ $ 8, $ $ 8, D-33.7 Remove Existing 38" X 60" ERC Pipe 310 LF $ $ 4, $ $ 4, $ $ 6, $ $ 10, D-33.8 Remove Existing 43" X 68" ERC Pipe 906 LF $ $ 13, $ $ 15, $ $ 19, $ $ 31, D Remove Existing 12' x 4' Box Culvert 92 LF $ $ 5, $ $ 2, $ $ 6, $ $ 11, D-34.1 Remove Existing Catch Basin 24 EA $ $ 6, $ $ 2, $ $ 12, $ $ 7, D-34.2 Remove Existing Grate Inlet 3 EA $ $ $ $ $ $ 1, $ $ D-34.3 Remove Existing Manhole 17 EA $ $ 5, $ $ 2, $ $ 8, $ $ 5, D " Pipe Deflection Connection 1 EA $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, D-39.2 Temporary Cofferdam at 77th Avenue Outfall 1 LS $ 125, $ 125, $ 35, $ 35, $ 65, $ 65, $ 40, $ 40, D-40.1 Temporary Drainage Diversion 1 LS $ 185, $ 185, $ 150, $ 150, $ 130, $ 130, $ 758, $ 758, D-51.1 Cut and Bulkhead Existing 12" through 24" Storm Drain 5 EA $ 1, $ 6, $ $ 3, $ 2, $ 10, $ $ 2, D-53.3 Flowable Filling of Existing 12" through 24" Storm Drain 50 LF $ $ 1, $ $ 1, $ $ 1, $ $ D-54.1 Abandon, Lower and Fill Existing Manhole 3 EA $ 1, $ 3, $ 1, $ 3, $ $ 2, $ $ 2, Subtotal Drainage $ 3,345, $ 4,294, $ 4,283, $ 6,235, SANITARY S-3.1 Fiberglass Manhole (4' Dia.) 1 EA $ 8, $ 8, $ 10, $ 10, $ 7, $ 7, $ 7, $ 7, S " Casing Pipe Through Box Culvert 32 LF $ $ 6, $ $ 10, $ $ 6, $ $ 9, S-10.1 Pump Around for Gravity Sanitary Sewers 1 LS $ 14, $ 14, $ 15, $ 15, $ 15, $ 15, $ 56, $ 56, S Replace Existing SS with 10" DI Pipe 40 LF $ $ 5, $ $ 4, $ $ 5, $ $ 8, S Replace Existing SS with 16" DI Pipe 104 LF $ $ 28, $ $ 35, $ $ 20, $ $ 38, Subtotal Sanitary $ 63, $ 76, $ 54, $ 121, RECLAIMED WATER P-1.4 8" PVC Restrained Joint Pipe 68 LF $ $ 2, $ $ 2, $ $ 2, $ $ 4, P-2.4 Joint Restraint for Existing 8" PVC 106 LF $ 7.50 $ $ $ 2, $ $ 8, $ $ 5, P-5.2 Thrust Block, Precast Concrete 8 EA $ $ $ $ $ $ 4, $ $ 1, P-7.2 Fittings, Compact Restrained Joint 581 LBS $ $ 8, $ $ 5, $ 3.70 $ 2, $ 6.70 $ 3, W " to 12" Polyethylene Wrap 20 HLF $ $ $ 1.00 $ $ 0.75 $ $ 1.00 $ P " Service Connection (Contingent) 2 EA $ $ $ $ 1, $ $ 1, $ $ P " Service Tubing, Open Cut (Contingent) 40 HLF $ $ $ 6.00 $ $ $ $ 9.00 $ P-26.4 Horizontal Adjustment of Existing 8" RCWM 2 EA $ 5, $ 11, $ 1, $ 3, $ 4, $ 8, $ 4, $ 8, P-28.4 Removal and Disposal of Existing 8" RCWM 68 LF $ $ $ 8.00 $ $ $ 1, $ 6.90 $ Subtotal Reclaimed Water $ 25, $ 16, $ 29, $ 25, The tabulation does not imply that the bid is in conformance with the City's requirements for a responsive bid. 2 OF 5
3 Bid : 7379 WATER W-1.1 2" PVC Pipe and Fittings 62 LF $ $ $ $ $ $ 1, $ $ 1, W-1.3 6" DI Restrained Joint Pipe 58 LF $ $ 1, $ $ 3, $ $ 2, $ $ 4, W-1.4 8" DI Restrained Joint Pipe 351 LF $ $ 14, $ $ 20, $ $ 21, $ $ 31, W " DIP Restrained Joint Pipe 156 LF $ $ 9, $ $ 12, $ $ 14, $ $ 16, W " DIP Restrained Joint Pipe 66 LF $ $ 10, $ $ 25, $ $ 14, $ $ 17, W-2.3 Joint Restraint for Existing 6" DIP 122 LF $ $ 1, $ $ 2, $ $ 3, $ $ 4, W-2.4 Joint Restraint for Existing 8" DIP 66 LF $ $ $ $ 1, $ $ 1, $ $ 2, W-2.5 Joint Restraint for Existing 12" DIP 188 LF $ $ 2, $ $ 6, $ $ 6, $ $ 11, W-2.10 Joint Restraint for Existing 24" DIP 131 LF $ $ 5, $ $ 12, $ $ 11, $ $ 14, W-3.1 2" Gate Valve and Box 2 EA $ $ 1, $ $ $ $ 1, $ $ 1, W-3.4 8" Gate Valve and Box 1 EA $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, W " Gate Valve and Box 1 EA $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, W " X 8" Tapping Sleeve, Valve and Box 1 EA $ 5, $ 5, $ 3, $ 3, $ 4, $ 4, $ 6, $ 6, W-5.1 Thrust Block, Concrete Block for 2" 16 EA $ $ 1, $ $ $ $ 7, $ $ 2, W-5.2 Thrust Block, Precast Concrete 25 EA $ $ 1, $ $ 1, $ $ 10, $ $ 4, W-5.3 Thrust Block, Field Poured Concrete (Contingent) 8 CY $ $ 2, $ $ 1, $ $ 5, $ $ 1, W-6.4 Jack and Bore 18" Casing Pipe 24 LF $ $ 6, $ $ 3, $ 1, $ 29, $ 1, $ 33, W-6.5 Jack and Bore 24" Casing Pipe 16 LF $ $ 6, $ $ 2, $ 1, $ 19, $ 1, $ 25, W " Casing Pipe by Open Cut 32 LF $ $ 5, $ $ 4, $ $ 5, $ $ 9, W " Casing Pipe by Open Cut 40 LF $ $ 7, $ $ 6, $ $ 6, $ $ 12, W-7.2 Fittings, Compact Restrained Joint 5,355 LBS $ 5.50 $ 29, $ $ 53, $ $ 54, $ 6.10 $ 32, W-9.1 2" Temporary Blow-Off Assembly 1 EA $ $ $ $ $ $ $ $ W-9.4 8" Temporary Blow-Off Assembly 1 EA $ 3, $ 3, $ 1, $ 1, $ 2, $ 2, $ 2, $ 2, W-11.4 Cut and Plug Existing 8" WM 3 EA $ $ 1, $ $ $ $ $ $ W " Polyethylene Wrap 58 HLF $ 3.00 $ $ 1.00 $ $ 0.50 $ $ 2.25 $ W " to 12" Polyethylene Wrap 510 HLF $ 3.00 $ 1, $ 1.00 $ $ 0.62 $ $ 2.50 $ 1, W " Polyethylene Wrap 66 HLF $ $ $ 2.00 $ $ 1.25 $ $ 5.00 $ W-13.1 Connect to Existing 2" WM 2 EA $ $ 1, $ $ $ $ 1, $ $ W-13.4 Connect to Existing 8" WM 1 EA $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ $ W /4" Service Connection (Contingent) 5 EA $ $ 3, $ $ 2, $ $ 2, $ $ 1, W /4" Service Tubing, Open Cut (Contingent) 98 HLF $ 3.50 $ $ 5.00 $ $ 8.90 $ $ 8.25 $ W-19.1 Relocate Existing 3/4" Meter (Contingent) 5 EA $ $ 1, $ $ $ $ $ $ 1, W Cut in 24" Butterfly Valve 1 EA $ 9, $ 9, $ 15, $ 15, $ 11, $ 11, $ 11, $ 11, W-26.3 Horizontal Adjustment of Existing 6" WM 2 EA $ 6, $ 12, $ 1, $ 2, $ 4, $ 8, $ 2, $ 5, W-26.5 Horizontal Adjustment of Existing 12" WM (Contingent) 1 EA $ 15, $ 15, $ 1, $ 1, $ 7, $ 7, $ 5, $ 5, W-27.4 Vertical Adjustment of Existing 8" WM 3 EA $ 10, $ 30, $ 1, $ 4, $ 5, $ 16, $ 5, $ 17, W-27.5 Vertical Adjustment of Existing 12" WM 1 EA $ 15, $ 15, $ 1, $ 1, $ 7, $ 7, $ 8, $ 8, W Vertical Adjustment of Existing 24" WM 1 EA $ 24, $ 24, $ 2, $ 2, $ 17, $ 17, $ 20, $ 20, W-28.1 Removal and Disposal of Existing 2" WM 62 LF $ 4.00 $ $ 4.00 $ $ $ 1, $ 3.45 $ W-28.3 Removal and Disposal of Existing 6" WM 58 LF $ 8.00 $ $ 8.00 $ $ $ 1, $ 7.85 $ W-28.4 Removal and Disposal of Existing 8" WM 351 LF $ $ 3, $ 8.50 $ 2, $ $ 10, $ 7.25 $ 2, W-28.5 Removal and Disposal of Existing 12" WM 156 LF $ $ 1, $ 9.00 $ 1, $ $ 4, $ 8.00 $ 1, W Removal and Disposal of Existing 24" WM 66 LF $ $ 1, $ $ $ $ 1, $ $ W " Petroleum Resistant Push On Joint Gasket 5 EA $ $ $ $ 2, $ $ 3, $ $ W " Petroleum Resistant Mechanical Joint Gasket 12 EA $ $ 1, $ $ 2, $ $ 2, $ $ Subtotal Water $ 248, $ 214, $ 330, $ 325, The tabulation does not imply that the bid is in conformance with the City's requirements for a responsive bid. 3 OF 5
4 Bid : 7379 MISCELLANEOUS M-1.1 Pavement Striping and Marking 1 LS $ 150, $ 150, $ 25, $ 25, $ 29, $ 29, $ 16, $ 16, M-7.1 Double Floating Turbidity Barriers 1 LS $ 3, $ 3, $ 5, $ 5, $ 2, $ 2, $ 3, $ 3, M-7.2 Staked Silt Barrier (Contingent) 2,700 LF $ 2.60 $ 7, $ 1.85 $ 4, $ 1.20 $ 3, $ 1.30 $ 3, M-7.3 Protect Catch Basin or Inlet from Siltation 41 EA $ $ 5, $ $ 3, $ $ 2, $ $ 4, M-12.1 Restore Irrigation System (Contingent) 2,000 LF $ $ 20, $ 5.00 $ 10, $ 9.00 $ 18, $ 8.70 $ 17, M-13.1 Allowance for Contract Amendment 1 LS $ 90, $ 90, $ 90, $ 90, $ 90, $ 90, $ 90, $ 90, M-15.1 Tree Removal (Contingent) 21 EA $ $ 8, $ $ 15, $ $ 12, $ $ 6, M-17.1 Permit and Health, Safety, Work Plan 1 LS $ 15, $ 15, $ 4, $ 4, $ 2, $ 2, $ 13, $ 13, M-18.1 Excessively Contaminted Soil Removal 82 TON $ $ 6, $ $ 12, $ $ 4, $ $ 14, M-19.1 Treatment and Disposal of Contaminated Ground Water 40 DAY $ $ 3, $ 2, $ 100, $ 1, $ 52, $ $ 24, M-20.6 Traffic Loop Assembly 8 EA $ 1, $ 12, $ 2, $ 20, $ 5, $ 45, $ 1, $ 11, Subtotal Miscellaneous $ 321, $ 290, $ 261, $ 205, SALVAGE H-4.2 Salvage Manhole or Grate Inlet Casting 15 EA $ $ 1, $ $ 1, $ $ 2, $ $ 2, H-5.1 Salvage Concrete Catch Basin Cover 37 EA $ $ 8, $ $ 3, $ $ 5, $ $ 25, H-6.2 Salvage Brick (non-palletized) 3,300 SY $ 5.60 $ 18, $ 4.00 $ 13, $ 4.70 $ 15, $ 7.90 $ 26, H-8.1 Salvage Existing Granite Curb 200 LF $ 8.50 $ 1, $ 8.00 $ 1, $ $ 5, $ 5.40 $ 1, H-9.1 Mill and Salvage Asphalt Millings 80 CY $ $ 5, $ $ 14, $ $ 7, $ $ 6, Subtotal Salvage $ 35, $ 34, $ 36, $ 62, RESTORATION C-1.7 6" Shell Base 800 SY $ $ 13, $ $ 10, $ $ 12, $ $ 10, C-1.8 8" Shell Base 17,170 SY $ $ 247, $ $ 231, $ $ 297, $ $ 266, C " Shell Base 140 SY $ $ 3, $ $ 2, $ $ 3, $ $ 2, C " Shell Base 2,200 SY $ $ 58, $ $ 52, $ $ 66, $ $ 62, C " Stabilized Subgrade 1,000 SY $ 7.85 $ 7, $ 6.00 $ 6, $ 7.90 $ 7, $ $ 10, C " Stabilized Subgrade 17,850 SY $ $ 178, $ 7.00 $ 124, $ 6.70 $ 119, $ $ 182, C /4" Asphaltic Concrete Pavement 17,170 SY $ 7.70 $ 132, $ 6.50 $ 111, $ 9.10 $ 156, $ 8.75 $ 150, C /4" Asphaltic Concrete Binder Course 17,300 SY $ 7.70 $ 133, $ $ 179, $ 8.50 $ 147, $ 8.65 $ 149, C /2" Asphaltic Concrete Binder Course 2,200 SY $ $ 30, $ $ 37, $ $ 41, $ $ 40, C /4" Asphaltic Concrete Overlay 2,870 SY $ 7.70 $ 22, $ 6.85 $ 19, $ 9.50 $ 27, $ 9.65 $ 27, C-2.7 Asphaltic Concrete Leveling Course Type S-III (Contingent) 20 TON $ $ 4, $ $ 4, $ $ 3, $ $ 3, C-3.1 Brick Pavement 100 SF $ $ 3, $ $ 1, $ $ 5, $ $ 11, C-4.1 Type "A" or Header Curb 1,090 LF $ $ 22, $ $ 21, $ $ 21, $ $ 10, C-4.2 Type "B" Curb and Gutter 1,100 LF $ $ 23, $ $ 25, $ $ 38, $ $ 12, C-4.3 Type "D" Curb and Gutter 430 LF $ $ 9, $ $ 9, $ $ 14, $ $ 4, C-4.5 Granite Curb, Reset 3,430 LF $ $ 51, $ $ 48, $ $ 96, $ $ 52, C-5.1 4" Concrete Sidewalk 1,700 SF $ 3.15 $ 5, $ 9.85 $ 16, $ $ 69, $ 5.00 $ 8, C-5.2 5" Concrete Sidewalk, Residential Driveway 340 SF $ 4.40 $ 1, $ $ 3, $ $ 18, $ 5.00 $ 1, C-5.3 6" Concrete Sidewalk, Commercial Driveway 2,370 SF $ 7.50 $ 17, $ $ 26, $ $ 106, $ 5.00 $ 11, C-5.7 Sidewalk Curb Ramp, Type I and II 15 EA $ 1, $ 22, $ 1, $ 21, $ $ 13, $ $ 3, C-5.8 Sidewalk Curb Ramp, Linear (CR-21) 6 EA $ 2, $ 12, $ 1, $ 8, $ $ 5, $ 1, $ 7, C-7.2 Driveway, Asphaltic Concrete-Commercial 150 SY $ $ 4, $ $ 6, $ $ 2, $ $ 2, C-8.1 Sodding 96,000 SF $ 0.80 $ 76, $ 0.65 $ 62, $ 0.37 $ 35, $ 0.35 $ 33, C-10.1 Alley Apron 50 SY $ $ 1, $ $ 2, $ $ 2, $ $ 1, The tabulation does not imply that the bid is in conformance with the City's requirements for a responsive bid. 4 OF 5
5 Bid : 7379 C-12.1 Adjust Manhole Frame and Cover (Contingent) 3 EA $ $ 1, $ $ 2, $ $ $ $ 1, C-12.2 Adjust Valve Box (Contingent) 7 EA $ $ $ $ $ $ 1, $ $ C-12.3 Adjust Meter Box (Contingent) 3 EA $ $ $ $ $ $ 1, $ $ C-14.1 Plant Live Oak Tree (Contingent) 6 EA $ $ 3, $ 1, $ 7, $ $ 2, $ $ 4, C-14.2 Plant Crape Myrtle Tree (Contingent) 11 EA $ $ 3, $ 1, $ 13, $ $ 2, $ $ 4, C-14.3 Plant Cabbage Palm Tree (Contingent) 2 EA $ $ $ 1, $ 2, $ $ $ $ C-14.4 Plant Washingtonia Palm Tree (Contingent) 2 EA $ $ $ 1, $ 2, $ $ $ $ C-15.1 Tree Watering (Contingent) 21 EA $ 1, $ 34, $ $ $ 1, $ 31, $ 1, $ 29, Subtotal Restoration $ 1,128, $ 1,063, $ 1,354, $ 1,111, BEGIN ALTERNATE BID ITEMS G-1.2 Mobilization 1 LS $ 4, $ 4, $ 7, $ 7, $ 44, $ 44, $ 37, $ 37, G-2.2 Traffic Control 1 LS $ 3, $ 3, $ 5, $ 5, $ 63, $ 63, $ 22, $ 22, G-3.2 Clearing and Grubbing 1 LS $ 4, $ 4, $ 3, $ 3, $ 14, $ 14, $ 3, $ 3, G-4.1 Excavation, Unsuitable Material (Contingent) 10 CY $ $ $ $ $ $ 3, $ $ G-5.1 Miscellaneous Stone Bedding (Contingent) 30 CY $ $ 1, $ $ 2, $ $ 3, $ $ 1, D " RC Pipe, Class III 40 LF $ $ 3, $ $ 15, $ $ 4, $ $ 4, D " X 38" ERC Pipe, Class III 128 LF $ $ 10, $ $ 38, $ $ 16, $ $ 14, D-9.8 Manhole, Type III (7' x 5') 1 EA $ 5, $ 5, $ 4, $ 4, $ 4, $ 4, $ 4, $ 4, D-17.3 Catch Basin, Type II-M2 1 EA $ 4, $ 4, $ 4, $ 4, $ 8, $ 8, $ 4, $ 4, D-18.3 Catch Basin, Type III-M2 1 EA $ 5, $ 5, $ 5, $ 5, $ 8, $ 8, $ 9, $ 9, D-20.3 Catch Basin, Type V-M2 1 EA $ 6, $ 6, $ 11, $ 11, $ 6, $ 6, $ 11, $ 11, D-33.1 Remove Existing 12" through 24" Storm Drain Pipe 76 LF $ $ $ 9.00 $ $ $ 1, $ $ D-34.1 Remove Existing Catch Basin 2 EA $ $ $ $ $ $ $ $ M-1.2 Pavement Striping Replacement 1 LS $ 6, $ 6, $ 3, $ 3, $ 5, $ 5, $ $ S Replace Existing SS with 10" DI Pipe 64 LF $ $ 8, $ $ 2, $ $ 12, $ $ 15, H-5.1 Salvage Concrete Catch Basin Cover 3 EA $ $ $ $ $ $ $ $ 2, C " Shell Base 250 SY $ $ 6, $ $ 16, $ $ 7, $ $ 7, C /2" Asphaltic Concrete Binder Course 250 SY $ $ 2, $ $ 5, $ $ 5, $ $ 5, C /4" Asphaltic Concrete Overlay 250 SY $ 9.00 $ 2, $ $ 6, $ $ 3, $ $ 3, C-4.5 Granite Curb, Reset 110 LF $ 9.60 $ 1, $ $ 1, $ $ 2, $ $ 1, C-8.1 Sodding 4,000 SF $ 0.90 $ 3, $ 0.65 $ 2, $ 0.37 $ 1, $ 0.35 $ 1, Subtotal Begin Alternate Bid Items $ 84, $ 137, $ 219, $ 151, *Quantities on electronic bid sheet contained erroneous decimal points that have been removed. BID TABULATION SUMMARY Subtotal: GENERAL $ 824, $ 1,191, $ 1,333, $ 1,061, Subtotal: DRAINAGE $ 3,345, $ 4,294, $ 4,283, $ 6,235, Subtotal: SANITARY $ 63, $ 76, $ 54, $ 121, Subtotal: RECLAIMED WATER $ 25, $ 16, $ 29, $ 25, Subtotal: WATER $ 248, $ 214, $ 330, $ 325, Subtotal: MISCELLANEOUS $ 321, $ 290, $ 261, $ 205, Subtotal: SALVAGE $ 35, $ 34, $ 36, $ 62, Subtotal: RESTORATION $ 1,128, $ 1,063, $ 1,354, $ 1,111, Subtotal: BEGIN ALTERNATE BID ITEMS $ 84, $ 137, $ 219, $ 151, Total: $ 6,077, $ 7,318, $ 7,902, $ 9,299, The tabulation does not imply that the bid is in conformance with the City's requirements for a responsive bid. 5 OF 5
CITY OF TAMPA ADDENDUM 2. April 18, 2018
CITY OF TAMPA Bob Buckhorn, Mayor CONTRACT ADMINISTRATION DEPARTMENT Michael W. Chucran, Director ADDENDUM 2 April 18, 2018 Contract 17-C-00021; Citywide Water Meter Bidders on the above referenced project
2012 WATER & SEWER CONSTRUCTION CONTRACT, PACKAGE IV SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B DD BID PROPOSAL
BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of, a Partnership consisting of, an Individual doing business as. Enclosed with this bid are (1) Bid Bond, and
BID TABULATION REPORT ABRAM STREET (SH CITY LIMITS) PROJECT No. PWST09016 BID OPENED : April 22, 2014 at 1:30 p.m.
PAVING IMPROVEMENTS 101 Mobilization and Bonds, LS 1 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 102 Right-of-way Preparation LS 1 $ 365,500.00
19th & Barker Roundabout / Waterline Improvement Project No. 56-CP12-901(C) Cost Breakdown
19th & Barker Roundabout / Waterline Improvement Project No. 56CP12901(C) Cost Breakdown Engineering Fees: Original Contract $ 71,861.00 Additional Services $ 8,744.00 Waterline Contract $ 17,500.00 TOTAL
CITY OF CHINO ENGINEERING COST ESTIMATE. Quantity Unit Item Unit Total Cost Price Per Item. LS Traffic Control (5% of construction cost) 5% $
RESOLUTION NO 2015078 STREETS LS Traffic Control (5% of construction cost) 5% $ LS Clear & Grub Site (5% of construction cost) 5% $ EA Tree Removal $ 800.00 $ CY Concrete Removal $ 300.00 $ CY AC Pavement
JANUARY 18, Reference Specifications, Attachment to Form 96 (BID FORM), Bid Proposal: Respectfully submitted,
ADDENDUM NO. 3 TO THE PLANS AND SPECIFICATIONS for STREET AND STORM SEWER IMPROVEMENTS ON HANCOCK AND WASHINGTON STREETS for the FRENCH LICK REDEVELOPMENT COMMISSION ORANGE COUNTY, INDIANA MEI PROJECT
Sandalfoot Blvd. & SR 7 and SW 3rd St. & SR 7 Bridge Replacements WEEKLEY ASPHALT PAVING, INC. KIEWIT INFRASTRUCTURE CO. RUSSELL ENGINEERING
ROADWAY 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 28 29 30 31 32 33 34 35 36 BRIDGE 37 38 39 40 41 42 43 REGULAR PAY Mobilization 1 LS $ 424,200.00 $ 238,930.61 $ 445,000.00
BID TABULATION BID REQUEST NO
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CITY COUNCIL AGENDA Meeting Date: 09/16/2013 TITLE: Hatley Way Sidewalk Improvements 2013 Bid Award Responsible Staff: Ron Crumley Backup Material: Backup material attached Digital Presentation: Yes Other
I. J~ /.. RrECE~VfEfD 9J7J:. 13~ 7b 1/1~ COUNCIL. ~ 1-j r-(lk. 1 1-'> lft:; WHATCOM COUNTY COUNCIL AGENDA BILL
WHATCOM COUNTY COUNCIL AGENDA BILL NO. 2016-248 CLEARANCES Initial Date Date Received in Council Office AxendaDate Assixned to: Originator: James Karcher, P.E. 9J7J:. 1 1-'> lft:; RrECE~VfEfD Division