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1 Bid Date: Tuesday, February 10, 2015 Bid Time: Place: 2:00 PM Council Briefing Room 705 W. University Avenue BID TABULATION Lafayette, LA River Oaks Pump Station Renovations/Modifications Phase II L. King Company M.P. Dumesnil Construction Co. LLC for Engineer's Estimate 2450 Florida Avenue, Suite B P O Box 3625 Lafayette Consolidated Government Denham Springs, LA Lafayette, LA Item Unit Unit Unit No. Description Quantity Unit Quantity Price Extension Price Extension Price Extension 1 Mobilization 1 Lump 1 65, , , , , , Field Laboratory 1 Lump 1 6, , , , , , Clearing, Grubbing, Tree and Stump Removal 1 Lump 1 5, , , , , , Removal of Structures, Obstructions, & Debris 1 Lump 1 10, , , , , , Temporary Signs and Barricades 1 Lump 1 3, , , , , , Construction Layout 1 Lump 1 10, , , , , , Temporary Seeding 60 Pounds , , Temporary Baled Hay 1 Ton , , , , Temporary Silt Fencing 300 Lin. Ft , Temporary Sediment Basin 1 each , , , , Temporary Vegetative Mulch 1 Tons 1 1, , , , , , Temporary Slope Drains 50 Lin. Ft , , Excavation 1,200 Cu. Yds. 1, , , , Embankment 340 Cu. Yds , , , Select Borrow/Fill 340 Cu. Yds , , , Limestone for Maintenance 5 Tons Articulated Block Mat 754 Sq. Yds , , , Remove & Dispose of Pipes & Flap Gates 1 Lump 1 3, , , , , , BIDTAB-long.xlsx Page 1 of 6
2 River Oaks Pump Station Renovations/Modifications Phase II L. King Company M.P. Dumesnil Construction Co. LLC for Engineer's Estimate 2450 Florida Avenue, Suite B P O Box 3625 Lafayette Consolidated Government Denham Springs, LA Lafayette, LA Item Unit Unit Unit No. Description Quantity Unit Quantity Price Extension Price Extension Price Extension 19 Compacted Aggregate Surfacing 100 Ton , , , Geotextile Fabric (not for ABM) 250 Sq. Yds , , Hydroseeding 145 Sq. Yds , Topsoil 8 Cu. Yds Lining of 60"Bypass Drain Pipe 1 Lump 1 60, , , , , , Removal & Replacement of Pump Discharge Piping (incl. wall 24 penetrations, complete) 1 Lump 1 40, , , , , , " Flap Valve 1 each 1 20, , , , , , " Flap Valve 2 each 2 24, , , , , , " Flap Valve 1 each 1 2, , , , , , Remove & Reinstall 12" PVC Discharge 1 Lump 1 2, , , , , , Steel Sheet Pile 3,300 Sq. Yds. 3, , , , Steel Sheet Pile Wale System (angles, channels, etc.) 1 Lump 1 60, , , , , , Remove Existing Timber Bulkhead 1 Lump 1 15, , , , , , Precast Concrete Box with Cast-in-place top section, grating, 32 supports, etc., complete 1 Lump 1 40, , , , , , Unformed Concrete 1 Cu. Yds Fill-Crete 5 Cu. Yds , , , Class R Concrete for revetment 65 Cu. Yds , , , Steel pipe Guardrail 100 Lin. Ft , , , " Vents and Combination Air Valves 2 each 2 2, , , , , , " Vent and Combination Air Valve 1 each , , , , " Galvanized Steel Pipe (incl. flanges) 7 Lin. Ft , , , , , " Pipe wall penetration, Complete 1 lump 1 5, , , , , , BIDTAB-long.xlsx Page 2 of 6
3 River Oaks Pump Station Renovations/Modifications Phase II L. King Company M.P. Dumesnil Construction Co. LLC for Engineer's Estimate 2450 Florida Avenue, Suite B P O Box 3625 Lafayette Consolidated Government Denham Springs, LA Lafayette, LA Item Unit Unit Unit No. Description Quantity Unit Quantity Price Extension Price Extension Price Extension 41 Limestone for Embedment 8 Cu. Yds , , Sheet Pile Capping 100 Lin. Ft , , , Construction Photographs and Video 1 Lump 1 2, , , , , , " Chain Link Fence 420 Lin. Ft , , , ' (Double 12') x 6' High Chain Link Fence Gate 2 Each 2 3, , , , , , Limestone for Backfill 979 Ton , , , Operable Sluice Gate, complete 1 Lump 1 30, , , , , , Helical Screw Anchors (includes 90' long base lump bid) 1 Lump 1 75, , , , , , Helical Screw Anchors adjustment to length for capacity 260 Lin. Ft , , , Substitute Tideflex check valves for flap valves on 2-42" and " discharge pipes, ADD 1 lump 35, , , , *Corrected TOTAL BASE BID 895, ,225, * 1,342, * ALT. No. 1 BIDTAB-long.xlsx Page 3 of 6
4 BID TABULATION River Oaks Pump Station Renovations/Modifications Phase II for Lafayette Consolidated Government Item No. Description Quantity Unit 1 Mobilization 1 Lump 2 Field Laboratory 1 Lump 3 Clearing, Grubbing, Tree and Stump Removal 1 Lump 4 Removal of Structures, Obstructions, & Debris 1 Lump 5 Temporary Signs and Barricades 1 Lump 6 Construction Layout 1 Lump 7 Temporary Seeding 60 Pounds 8 Temporary Baled Hay 1 Ton 9 Temporary Silt Fencing 300 Lin. Ft. 10 Temporary Sediment Basin 1 each 11 Temporary Vegetative Mulch 1 Tons 12 Temporary Slope Drains 50 Lin. Ft. 13 Excavation 1,200 Cu. Yds. The Lemoine Company, LLC Larry Doiron, LLC Cecil D. Gassiott, LLC 214 Jefferson Street, Suite 200 P. O. Box Easy Street Lafayette, LA Morgan City, LA Alexandria, LA Unit Unit Unit Price Extension Price Extension Price Extension 140, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , Embankment 340 Cu. Yds. 15 Select Borrow/Fill 340 Cu. Yds. 16 Limestone for Maintenance 5 Tons 17 Articulated Block Mat 754 Sq. Yds. 18 Remove & Dispose of Pipes & Flap Gates 1 Lump , , , , , , , , , , , , , , , BIDTAB-long.xlsx Page 4 of 6
5 River Oaks Pump Station Renovations/Modifications Phase II for Lafayette Consolidated Government Item No. Description Quantity Unit 19 Compacted Aggregate Surfacing 100 Ton 20 Geotextile Fabric (not for ABM) 250 Sq. Yds. 21 Hydroseeding 145 Sq. Yds. The Lemoine Company, LLC Larry Doiron, LLC Cecil D. Gassiott, LLC 214 Jefferson Street, Suite 200 P. O. Box Easy Street Lafayette, LA Morgan City, LA Alexandria, LA Unit Unit Unit Price Extension Price Extension Price Extension , , , , , , , , Topsoil 8 Cu. Yds. 23 Lining of 60"Bypass Drain Pipe 1 Lump Removal & Replacement of Pump Discharge Piping (incl. wall 24 penetrations, complete) 1 Lump 25 60" Flap Valve 1 each 26 42" Flap Valve 2 each 27 6" Flap Valve 1 each 28 Remove & Reinstall 12" PVC Discharge 1 Lump 29 Steel Sheet Pile 3,300 Sq. Yds. 30 Steel Sheet Pile Wale System (angles, channels, etc.) 1 Lump 31 Remove Existing Timber Bulkhead 1 Lump Precast Concrete Box with Cast-in-place top section, grating, 32 supports, etc., complete 1 Lump 33 Unformed Concrete 1 Cu. Yds. 34 Fill-Crete 5 Cu. Yds. 35 Class R Concrete for revetment 65 Cu. Yds , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , Steel pipe Guardrail 100 Lin. Ft. 37 8" Vents and Combination Air Valves 2 each 38 1" Vent and Combination Air Valve 1 each 39 60" Galvanized Steel Pipe (incl. flanges) 7 Lin. Ft " Pipe wall penetration, Complete 1 lump , , , , , , , , , , , , , , , , , , , , , , , , , , BIDTAB-long.xlsx Page 5 of 6
6 River Oaks Pump Station Renovations/Modifications Phase II for Lafayette Consolidated Government Item No. Description Quantity Unit 41 Limestone for Embedment 8 Cu. Yds. 42 Sheet Pile Capping 100 Lin. Ft. 43 Construction Photographs and Video 1 Lump The Lemoine Company, LLC Larry Doiron, LLC Cecil D. Gassiott, LLC 214 Jefferson Street, Suite 200 P. O. Box Easy Street Lafayette, LA Morgan City, LA Alexandria, LA Unit Unit Unit Price Extension Price Extension Price Extension , , , , , , , , , , " Chain Link Fence 420 Lin. Ft ' (Double 12') x 6' High Chain Link Fence Gate 2 Each 46 Limestone for Backfill 979 Ton 47 Operable Sluice Gate, complete 1 Lump 48 Helical Screw Anchors (includes 90' long base lump bid) 1 Lump 49 Helical Screw Anchors adjustment to length for capacity 260 Lin. Ft. Substitute Tideflex check valves for flap valves on 2-42" and " discharge pipes, ADD 1 lump *Corrected TOTAL BASE BID ALT. No , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,467, ,528, * 1,558, , , BIDTAB-long.xlsx Page 6 of 6
RIVER OAKS PUMP STATION RENOVATIONS/MODIFICATIONS, PHASE II for the LAFAYETTE CONSOLIDATED GOVERNMENT LAFAYETTE, LOUISIANA (DS&A #4628.
ADDENDUM TO CONTRACT DOCUMENTS AND SPECIFICATIONS RIVER OAKS PUMP STATION RENOVATIONS/MODIFICATIONS, PHASE II for the LAFAYETTE CONSOLIDATED GOVERNMENT LAFAYETTE, LOUISIANA (DS&A #4628.02) ADDENDUM NO.
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