La DOTD - Bid Tabulations

Proposal:H.009143.6

Parish:St. Martin

Routes:LA 31 & LA 92-1

Description:LA 31 & LA 92-1: ROUNDABOUT

Type Construction:CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE (SOIL CEMENT, STONE), LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK.

Estimated Construction Cost:$2,468,014.34

Rank	License	Bidder	Construction Bid
1	33663	Glenn Lege Construction Inc	$3,067,349.49
2	55950	Brown Industrial Construction, LLC	$3,248,818.84
3	52306	Cecil Perry Improvements Llc	$3,252,491.87
4	39462	JB JAMES CONSTRUCTION LLC	$4,793,116.11

Line Number	Item Number	Item Description	Quantity	Unit of Measure	- 1 - Glenn Lege Construction Inc		- 2 - Brown Industrial Construction, LLC		- 3 - Cecil Perry Improvements Llc		- 4 - JB JAMES 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	7	LUMP	15,600.00	15,600.00	110,000.00	110,000.00	36,000.00	36,000.00	575,000.00	575,000.00
0002	202-01-00100	Removal of Structures and Obstructions	1	LUMP	5,200.00	5,200.00	4,000.00	4,000.00	1,500.00	1,500.00	1,000.00	1,000.00
0003	202-02-02000	Removal of Asphalt Drives	217	SQYD	12.35	2,679.95	14.00	3,038.00	5.25	1,139.25	35.00	7,595.00
0004	202-02-06020	Removal of Concrete Box Culverts 2' x 2' RCB	1	EACH	11,352.90	11,352.90	2,400.00	2,400.00	2,400.00	2,400.00	7,100.00	7,100.00
0005	202-02-06040	Removal of Concrete Box Headwall 12" Headwall	2	EACH	1,300.00	2,600.00	600.00	1,200.00	984.00	1,968.00	5,200.00	10,400.00
0006	202-02-06100	Removal of Concrete Walks and Drives	130	SQYD	17.55	2,281.50	20.00	2,600.00	8.00	1,040.00	69.00	8,970.00
0007	202-02-32100	Removal of Pipe (Cross Drain) 26" CPEPDW & 42" CMP	171	LNFT	131.30	22,452.30	25.00	4,275.00	35.00	5,985.00	41.00	7,011.00
0008	202-02-32120	Removal of Pipe (Side Drain) 18" rcp & 22" steel	67	LNFT	19.50	1,306.50	25.00	1,675.00	22.30	1,494.10	104.00	6,968.00
0009	202-02-32120	Removal of Pipe (Side Drain) 36" cmp	91	LNFT	19.50	1,774.50	30.00	2,730.00	22.00	2,002.00	75.00	6,825.00
0010	202-02-32180	Removal of Pipe Headwalls	2	EACH	650.00	1,300.00	800.00	1,600.00	1,190.00	2,380.00	4,000.00	8,000.00
0011	202-02-32500	Removal of Portland Cement Concrete Pavement Removes Composite Pavement	1,653.3	SQYD	18.85	31,164.71	16.00	26,452.80	9.00	14,879.70	23.00	38,025.90
0012	202-02-38500	Removal of Surfacing and Stabilized Base	9,780.6	SQYD	11.00	107,586.60	7.00	68,464.20	7.00	68,464.20	9.00	88,025.40
0013	202-02-40100	Removal of Traffic Signal Equipment Includes signals, wires, poles, and pole foundations	1	LUMP	17,729.40	17,729.40	14,000.00	14,000.00	5,100.00	5,100.00	7,200.00	7,200.00
0014	203-05-00100	Excavation and Embankment Measured by Lump Sum	1	LUMP	234,000.00	234,000.00	320,000.00	320,000.00	289,000.00	289,000.00	361,500.00	361,500.00
0015	203-07-00100	Borrow (Vehicular Measurement) To be used to dress insufficient ditch slopes	50	CUYD	22.75	1,137.50	64.00	3,200.00	41.00	2,050.00	123.00	6,150.00
0016	204-02-00100	Temporary Hay or Straw Bales	50	EACH	18.85	942.50	12.00	600.00	46.00	2,300.00	25.00	1,250.00
0017	204-05-00100	Temporary Sediment Check Dams (Hay)	14	EACH	55.25	773.50	150.00	2,100.00	255.00	3,570.00	150.00	2,100.00
0018	204-05-00200	Temporary Sediment Check Dams (Stone)	8	EACH	100.00	800.00	800.00	6,400.00	500.00	4,000.00	850.00	6,800.00
0019	204-06-00100	Temporary Silt Fencing	2,316.76	LNFT	2.50	5,791.90	2.00	4,633.52	3.65	8,456.17	14.00	32,434.64
0020	302-02-05020	Class II Base Course (10" Thick) (Soil Cement)	583.6	SQYD	20.80	12,138.88	28.00	16,340.80	27.50	16,049.00	39.00	22,760.40
0021	302-02-05100	Class II Base Course (10" Thick) (Stone)	8,504.2	SQYD	37.05	315,080.61	35.00	297,647.00	32.50	276,386.50	44.00	374,184.80
0022	303-01-00300	In-Place Cement Stabilized Base Course (10" Thick)	3,653	SQYD	10.40	37,991.20	11.00	40,183.00	14.25	52,055.25	21.00	76,713.00
0023	304-04-00400	Lime Treatment (Type D) (12" Thick)	9,127	SQYD	7.01	63,980.27	0.50	4,563.50	6.65	60,694.55	17.00	155,159.00
0024	305-01-04020	Subgrade Layer (12" Thick) (Treated)	10,313	SQYD	19.01	196,050.13	16.50	170,164.50	23.00	237,199.00	34.00	350,642.00
0025	401-02-00100	Aggregate Surface Course (Adjusted Vehicular Measurement)	58.8	CUYD	91.00	5,350.80	119.00	6,997.20	165.00	9,702.00	282.00	16,581.60
0026	402-01-00100	Traffic Maintenance Aggregate (Vehicular Measurement)	80	CUYD	91.00	7,280.00	100.00	8,000.00	99.50	7,960.00	153.00	12,240.00
0027	502-01-00100	Superpave Asphaltic Concrete	1,421.8	TON	94.90	134,928.82	135.00	191,943.00	96.50	137,203.70	95.00	135,071.00
0028	502-01-00200	Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous	19.5	TON	120.00	2,340.00	250.00	4,875.00	122.35	2,385.83	120.00	2,340.00
0029	507-01-00100	Asphaltic Material (CRS-2P Emulsion)	2,880	GAL	3.13	9,014.40	4.00	11,520.00	2.50	7,200.00	2.50	7,200.00
0030	507-02-00200	Aggregate (S2)	4,235	SQYD	4.54	19,226.90	1.90	8,046.50	3.60	15,246.00	3.50	14,822.50
0031	507-02-00300	Aggregate (S3)	4,235	SQYD	4.26	18,041.10	1.65	6,987.75	3.40	14,399.00	3.30	13,975.50
0032	509-01-00100	Cold Planing Asphaltic Pavement	6,528	SQYD	11.70	76,377.60	6.00	39,168.00	3.80	24,806.40	12.00	78,336.00
0033	509-02-00100	Contractor Retained Reclaimed Asphaltic Pavement	-849	CUYD	0.01	-8.49	0.01	-8.49	0.01	-8.49	0.01	-8.49
0034	510-01-00260	Pavement Patching (16 inch Minimum Thickness)	131.8	SQYD	115.77	15,258.49	110.00	14,498.00	216.60	28,547.88	115.00	15,157.00
0035	601-01-00100	Portland Cement Concrete Pavement (8" Thick)	6,143.9	SQYD	96.85	595,061.29	74.00	454,648.60	82.50	506,871.75	85.00	522,231.50
0036	601-01-10000	Portland Cement Concrete Pavement (Colored)(inch Thick) Color - Solomon Color #413 - Terra Cotta or Similar 11" Thick	768.5	SQYD	143.00	109,895.50	142.00	109,127.00	148.00	113,738.00	127.00	97,599.50
0037	601-01-10000	Portland Cement Concrete Pavement (Colored)(inch Thick) Terra Cota 11" Thick	472.6	SQYD	143.00	67,581.80	142.00	67,109.20	135.00	63,801.00	160.00	75,616.00
0038	601-04-00100	Portland Cement Concrete Pavement Coring	10	EACH	650.00	6,500.00	145.00	1,450.00	84.50	845.00	100.00	1,000.00
0039	701-02-01000	Cross Drain Pipe Arch (24" Equiv. RCPA)	112	LNFT	170.30	19,073.60	122.00	13,664.00	137.50	15,400.00	257.00	28,784.00
0040	701-02-01020	Cross Drain Pipe Arch (30" Equiv. RCPA)	220	LNFT	187.01	41,142.20	145.00	31,900.00	150.50	33,110.00	141.00	31,020.00
0041	701-02-01040	Cross Drain Pipe Arch (36" Equiv. RCPA)	320	LNFT	194.35	62,192.00	148.00	47,360.00	169.30	54,176.00	153.00	48,960.00
0042	701-02-01080	Cross Drain Pipe Arch (48" Equiv. RCPA)	104	LNFT	234.98	24,437.92	241.00	25,064.00	250.50	26,052.00	247.00	25,688.00
0043	701-06-01040	Side Drain Pipe Arch (24" Equiv. RCPA/CMPA)	68	LNFT	134.55	9,149.40	90.00	6,120.00	99.00	6,732.00	173.00	11,764.00
0044	701-06-01060	Side Drain Pipe Arch (30" Equiv. RCPA/CMPA)	44	LNFT	141.51	6,226.44	97.00	4,268.00	105.50	4,642.00	297.00	13,068.00
0045	701-06-01080	Side Drain Pipe Arch (36" Equiv. RCPA/CMPA)	44	LNFT	173.55	7,636.20	116.00	5,104.00	122.50	5,390.00	241.00	10,604.00
0046	702-03-00500	Catch Basins (CB-06)	3	EACH	5,569.00	16,707.00	5,500.00	16,500.00	6,815.00	20,445.00	8,400.00	25,200.00
0047	703-01-00100	Shoulder Underdrain Systems	3,190	LNFT	29.25	93,307.50	15.50	49,445.00	28.00	89,320.00	22.00	70,180.00
0048	703-02-00100	Shoulder Outlet Underdrains	8	EACH	286.00	2,288.00	900.00	7,200.00	515.00	4,120.00	1,900.00	15,200.00
0049	706-02-00200	Concrete Drive (6" Thick)	402.3	SQYD	83.00	33,390.90	65.00	26,149.50	68.00	27,356.40	160.00	64,368.00
0050	707-03-00100	Combination Concrete Curb and Gutter	4,051.2	LNFT	30.00	121,536.00	32.00	129,638.40	25.00	101,280.00	45.00	182,304.00
0051	708-01-00100	Right-of-Way Monument	9	EACH	325.00	2,925.00	240.00	2,160.00	476.00	4,284.00	37.00	333.00
0052	708-02-00100	Right-of-Way Monument Witness Post	9	EACH	325.00	2,925.00	240.00	2,160.00	82.50	742.50	9.00	81.00
0053	712-02-00100	Sacked Concrete Revetment	36	SQYD	145.00	5,220.00	400.00	14,400.00	248.00	8,928.00	190.00	6,840.00
0054	712-04-00100	Flexible Revetment	68	SQYD	75.00	5,100.00	450.00	30,600.00	110.00	7,480.00	88.00	5,984.00
0055	713-01-00100	Temporary Signs and Barricades	1	LUMP	35,000.00	35,000.00	20,000.00	20,000.00	55,000.00	55,000.00	60,000.00	60,000.00
0056	713-02-00300	Temporary Pavement Markings (8" Width)	20,176	LNFT	0.52	10,491.52	0.45	9,079.20	0.40	8,070.40	0.16	3,228.16
0057	713-02-00400	Temporary Pavement Markings (12" Width)	318	LNFT	2.60	826.80	3.00	954.00	2.05	651.90	0.25	79.50
0058	713-03-02000	Temporary Pavement Markings (Broken Line) (4" Width) (10' Length)	0.5	MILE	1,300.00	650.00	6.00	3.00	1,030.00	515.00	1,500.00	750.00
0059	713-04-01000	Temporary Pavement Markings (Solid Line) (4" Width)	0.969	MILE	1,300.00	1,259.70	6.00	5.81	1,030.00	998.07	1,300.00	1,259.70
0060	722-02-00100	Project Site Laboratory (Equipped)	1	EACH	2,500.00	2,500.00	30,000.00	30,000.00	10,000.00	10,000.00	72,000.00	72,000.00
0061	725-01-00100	Temporary Detour Roads	2,711.7	SQYD	63.00	170,837.10	58.00	157,278.60	70.55	191,310.44	70.00	189,819.00
0062	726-01-00100	Bedding Material	124.5	CUYD	58.50	7,283.25	144.00	17,928.00	99.50	12,387.75	127.00	15,811.50
0063	727-01-00100	Mobilization	1	LUMP	49,335.00	49,335.00	320,000.00	320,000.00	300,000.00	300,000.00	400,000.00	400,000.00
0064	729-01-00100	Sign (Type A)	87.2	SQFT	27.30	2,380.56	24.00	2,092.80	20.40	1,778.88	20.00	1,744.00
0065	729-02-00100	Sign (Type B)	149.6	SQFT	29.90	4,473.04	22.00	3,291.20	20.40	3,051.84	20.00	2,992.00
0066	729-16-00200	Object Marker Assembly (Type 2)	12	EACH	97.50	1,170.00	180.00	2,160.00	56.00	672.00	45.00	540.00
0067	729-22-00100	Square Tubing Post with 2-1/4" Anchor	20	EACH	1,432.00	28,640.00	114.00	2,280.00	76.50	1,530.00	85.00	1,700.00
0068	729-22-00200	Square Tubing Post with 2-1/4" Omni-Directional Anchor	16	EACH	260.00	4,160.00	150.00	2,400.00	117.25	1,876.00	100.00	1,600.00
0069	730-01-00100	Trenching and Backfilling	120	LNFT	10.00	1,200.00	12.00	1,440.00	7.00	840.00	45.00	5,400.00
0070	731-02-00100	Reflectorized Raised Pavement Markers	470	EACH	8.45	3,971.50	8.00	3,760.00	6.65	3,125.50	8.00	3,760.00
0071	732-02-02000	Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil)	2.093	MILE	3,500.00	7,325.50	4,200.00	8,790.60	3,560.00	7,451.08	3,900.00	8,162.70
0072	732-02-02040	Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil)	0.098	MILE	8,000.00	784.00	8,800.00	862.40	8,155.00	799.19	8,000.00	784.00
0073	732-03-02050	Plastic Pvmt Strip (Dotted Line)(12" W)(2' L)(Thermo 90 mil)	0.029	MILE	22,000.00	638.00	18,250.00	529.25	22,425.00	650.33	11,700.00	339.30
0074	735-01-00100	Mailboxes	4	EACH	13.00	52.00	50.00	200.00	4.00	16.00	5.00	20.00
0075	735-02-00100	Mailbox Supports (Single)	4	EACH	325.00	1,300.00	230.00	920.00	122.30	489.20	120.00	480.00
0076	736-11-00500	Conduit (4" HDPE, Schedule 80)	120	LNFT	40.00	4,800.00	12.00	1,440.00	13.90	1,668.00	25.00	3,000.00
0077	739-01-00100	Hydro-Seeding	3.79	ACRE	3,730.00	14,136.70	1,500.00	5,685.00	2,040.00	7,731.60	2,000.00	7,580.00
0078	740-01-00100	Construction Layout	1	LUMP	16,250.00	16,250.00	36,000.00	36,000.00	37,605.00	37,605.00	60,000.00	60,000.00
0079	NS-500-00340	Saw Cutting Asphaltic Concrete Pavement	288	INLF	1.65	475.20	2.00	576.00	1.00	288.00	0.50	144.00
0080	NS-500-00360	Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement	12,920	INLF	1.30	16,796.00	1.50	19,380.00	1.00	12,920.00	0.50	6,460.00
0081	NS-701-00002	Trench Excavation Safety Protection (Depth > 5 feet)	518	LNFT	7.80	4,040.40	7.00	3,626.00	16.50	8,547.00	6.00	3,108.00
0082	NS-713-00008	Portable Changeable Message Sign	4	EACH	1,092.00	4,368.00	5,560.00	22,240.00	9,000.00	36,000.00	10,000.00	40,000.00
0083	NS-MSC-00120	Drainage Structure Double Paved Gutter Drain	9	EACH	3,315.00	29,835.00	7,615.00	68,535.00	6,750.00	60,750.00	12,000.00	108,000.00
0084	NS-MSC-00120	Drainage Structure Paved Gutter Drain	10	EACH	3,055.00	30,550.00	6,300.00	63,000.00	4,750.00	47,500.00	10,000.00	100,000.00

		CONTRACTOR TOTAL				3,067,349.49		3,248,818.84		3,252,491.87		4,793,116.11

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