La DOTD - Bid Tabulations

Proposal:H.013332.6

Parish:Vernon

Description:LAKE VERNON DAM REPAIR

Type Construction:GRADING, RIPRAP, CONCRETE PAVEMENT PATCHING, AND RELATED WORK.

Estimated Construction Cost:$1,145,484.70

Rank	License	Bidder	Construction Bid
1	55505	MERRICK, LLC	$1,067,486.25
2	54928	Womack And Sons Constr. Group Inc	$1,257,229.25
3	56217	Williams Equipment Services, LLC	$1,278,750.16
4	52306	SIEMA CONSTRUCTION, LLC	$1,404,058.55
5	42466	Beard Construction Group LLC	$1,435,132.00
6	49239	WL Bass Construction Inc.	$1,798,671.80

Line Number	Item Number	Item Description	Quantity	Unit of Measure	- 1 - MERRICK, LLC		- 2 - Womack And Sons Constr. Group Inc		- 3 - Williams Equipment Services, LLC		- 4 - SIEMA CONSTRUCTION, LLC
Line Number	Item Number	Item Description	Quantity	Unit of Measure	Unit Price	Total Amount	Unit Price	Total Amount	Unit Price	Total Amount	Unit Price	Total Amount
0001	201-01-00100	Clearing and Grubbing	1	LUMP	7,000.00	7,000.00	15,000.00	15,000.00	8,819.24	8,819.24	25,000.00	25,000.00
0002	202-01-00100	Removal of Structures and Obstructions	1	LUMP	4,000.00	4,000.00	5,000.00	5,000.00	10,817.50	10,817.50	2,855.00	2,855.00
0003	203-01-00100	General Excavation EMBANKMENT SLIDES	10,518	CUYD	6.50	68,367.00	5.00	52,590.00	13.65	143,570.70	9.00	94,662.00
0004	203-01-00100	General Excavation SPILLWAY APPROACH CHANNEL	10,564	CUYD	5.50	58,102.00	5.00	52,820.00	5.59	59,052.76	14.00	147,896.00
0005	203-03-00100	Embankment HEADER EMBANKMENT SLIDE	16,316	CUYD	19.00	310,004.00	10.00	163,160.00	17.82	290,751.12	24.00	391,584.00
0006	203-03-00100	Embankment SPILLWAY APPROACH CHANNEL & WING WALL SCOUR HOLES	17,929	CUYD	3.00	53,787.00	10.00	179,290.00	5.40	96,816.60	13.25	237,559.25
0007	204-05-00200	Temporary Sediment Check Dams (Stone)	1	EACH	3,000.00	3,000.00	1,000.00	1,000.00	2,434.72	2,434.72	450.00	450.00
0008	204-06-00100	Temporary Silt Fencing	1,797	LNFT	3.00	5,391.00	3.00	5,391.00	5.99	10,764.03	1.75	3,144.75
0009	602-02-00100	Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints	4,711	LNFT	1.80	8,479.80	20.00	94,220.00	25.06	118,057.66	5.50	25,910.50
0010	602-06-00100	Partial Depth Patching of Jointed Concrete Pavement	63	SQYD	2,015.00	126,945.00	4,356.00	274,428.00	2,773.46	174,727.98	475.00	29,925.00
0011	703-04-00100	Nonperforated Pipe Underdrains	40	LNFT	265.00	10,600.00	500.00	20,000.00	156.74	6,269.60	305.00	12,200.00
0012	711-02-00100	Riprap (2 lb)	1,344	CUYD	107.00	143,808.00	85.00	114,240.00	94.92	127,572.48	130.00	174,720.00
0013	711-02-00400	Riprap (55 lb)	794	CUYD	138.00	109,572.00	85.00	67,490.00	97.03	77,041.82	135.00	107,190.00
0014	711-04-00100	Geotextile Fabric	8,751	SQYD	2.00	17,502.00	3.00	26,253.00	2.27	19,864.77	1.80	15,751.80
0015	717-01-00100	Seeding	115	LB	14.00	1,610.00	14.00	1,610.00	14.99	1,723.85	30.00	3,450.00
0016	718-01-00100	Fertilizer	1,600	LB	0.75	1,200.00	0.70	1,120.00	0.81	1,296.00	1.50	2,400.00
0017	720-01-01000	Erosion Control System (Slope Protection) (Type A)	7,035	SQYD	1.72	12,100.20	1.65	11,607.75	1.75	12,311.25	1.85	13,014.75
0018	722-02-00100	Project Site Laboratory (Equipped)	1	EACH	20,000.00	20,000.00	29,900.00	29,900.00	58,424.05	58,424.05	5,000.00	5,000.00
0019	727-01-00100	Mobilization	1	LUMP	100,000.00	100,000.00	120,000.00	120,000.00	11,038.00	11,038.00	100,000.00	100,000.00
0020	740-01-00100	Construction Layout	1	LUMP	4,000.00	4,000.00	10,000.00	10,000.00	36,990.83	36,990.83	10,000.00	10,000.00
0021	NS-600-00220	Saw Cutting Portland Cement Concrete Pavement	897	INLF	2.25	2,018.25	13.50	12,109.50	11.60	10,405.20	1.50	1,345.50

		CONTRACTOR TOTAL				1,067,486.25		1,257,229.25		1,278,750.16		1,404,058.55

Line Number	Item Number	Item Description	Quantity	Unit of Measure	- 5 - Beard Construction Group LLC		- 6 - WL Bass Construction Inc.
Line Number	Item Number	Item Description	Quantity	Unit of Measure	Unit Price	Total Amount	Unit Price	Total Amount
0001	201-01-00100	Clearing and Grubbing	1	LUMP	20,000.00	20,000.00	30,000.00	30,000.00
0002	202-01-00100	Removal of Structures and Obstructions	1	LUMP	25,000.00	25,000.00	2,500.00	2,500.00
0003	203-01-00100	General Excavation EMBANKMENT SLIDES	10,518	CUYD	8.00	84,144.00	13.80	145,148.40
0004	203-01-00100	General Excavation SPILLWAY APPROACH CHANNEL	10,564	CUYD	10.00	105,640.00	18.10	191,208.40
0005	203-03-00100	Embankment HEADER EMBANKMENT SLIDE	16,316	CUYD	33.00	538,428.00	26.50	432,374.00
0006	203-03-00100	Embankment SPILLWAY APPROACH CHANNEL & WING WALL SCOUR HOLES	17,929	CUYD	10.00	179,290.00	28.00	502,012.00
0007	204-05-00200	Temporary Sediment Check Dams (Stone)	1	EACH	2,000.00	2,000.00	200.00	200.00
0008	204-06-00100	Temporary Silt Fencing	1,797	LNFT	4.00	7,188.00	1.70	3,054.90
0009	602-02-00100	Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints	4,711	LNFT	20.00	94,220.00	18.00	84,798.00
0010	602-06-00100	Partial Depth Patching of Jointed Concrete Pavement	63	SQYD	140.00	8,820.00	800.00	50,400.00
0011	703-04-00100	Nonperforated Pipe Underdrains	40	LNFT	470.00	18,800.00	150.00	6,000.00
0012	711-02-00100	Riprap (2 lb)	1,344	CUYD	125.00	168,000.00	61.00	81,984.00
0013	711-02-00400	Riprap (55 lb)	794	CUYD	105.00	83,370.00	138.00	109,572.00
0014	711-04-00100	Geotextile Fabric	8,751	SQYD	2.00	17,502.00	1.75	15,314.25
0015	717-01-00100	Seeding	115	LB	45.00	5,175.00	17.81	2,048.15
0016	718-01-00100	Fertilizer	1,600	LB	2.50	4,000.00	0.68	1,088.00
0017	720-01-01000	Erosion Control System (Slope Protection) (Type A)	7,035	SQYD	2.00	14,070.00	1.02	7,175.70
0018	722-02-00100	Project Site Laboratory (Equipped)	1	EACH	15,000.00	15,000.00	4,000.00	4,000.00
0019	727-01-00100	Mobilization	1	LUMP	20,000.00	20,000.00	121,000.00	121,000.00
0020	740-01-00100	Construction Layout	1	LUMP	20,000.00	20,000.00	7,000.00	7,000.00
0021	NS-600-00220	Saw Cutting Portland Cement Concrete Pavement	897	INLF	5.00	4,485.00	2.00	1,794.00

		CONTRACTOR TOTAL				1,435,132.00		1,798,671.80

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