Bid_Schedule.xlsx

XLSX spreadsheet 19 KB Posted Jan 18, 2018

Attached to: Shepherd's Street Bridge Replacement
Solicitation number: W912P5-17-B-0003
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

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Bid Schedule.xlsx

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Other files

File	Type	Posted
Bid_Opening_Sign_In_Sheet_12_Jun_2018.pdf	PDF	Jun 12, 2018
Bid_Abstract_-_Shepherd_Street_Bridge_-_12_June_2018.pdf	PDF	Jun 12, 2018
W912P5-17-B-0003-0005_Shepherd_Street_Bridge.pdf	PDF	May 25, 2018
Shepherd_Street_Bridge_Site_Visit_Sign_in_Sheet_for_23_May_2018.JPG	JPG image	May 23, 2018
REV_Technical_Specifications_May_2018.pdf	PDF	May 17, 2018
Geotechnical_Report.pdf	PDF	May 17, 2018
W912P5-17-B-0003-0004.pdf	PDF	May 17, 2018
REV_Drawings_(C-05,_C-10_and_S-02)_May_2018_.pdf	PDF	May 17, 2018
W912P5-17-B-0003-0003.pdf	PDF	Mar 5, 2018
STRUCTURE_Tract_319REVISED07132017.pdf	PDF	Feb 16, 2018
STRUCTURE_Tract_318.pdf	PDF	Feb 16, 2018
Asbestos_Report.pdf	PDF	Feb 16, 2018
W912P5-17-B-0003-0002.pdf	PDF	Feb 16, 2018
W912P5-17-B-0003-0001.pdf	PDF	Jan 25, 2018
W912P5-17-B-0003_Shepherd_Street_Bridge_Solicitation.pdf	PDF	Jan 18, 2018
SSB_Replacement_Folio.pdf	PDF	Jan 18, 2018
Foreign_National_Security_Site_Visit_Form.pdf	PDF	Jan 18, 2018
Technical_Specifications.pdf	PDF	Jan 18, 2018
Site_Visit_Request_Form.pdf	PDF	Jan 18, 2018
ECIFP.pdf	PDF	Jan 18, 2018

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Bid Schedule

	ITEM NO.	DESCRIPTION	Section	EST. QTY.	UNIT	UNIT
PRICE		ESTIMATED

AMOUNT

	GENERAL
0001	Mobilization and Demobilization	01 22 00	1	JOB	$	$
0002	Performance & Payment Bonds	01 22 00	1	JOB	$	$
0003	W Valve Cut-in 8 inch	33 11 00	1	EA	$	$
0004	Demolition General (Pipe, Inlet, Curb, Pavement)	02 41 00	1	JOB	$	$
0005	Clearing & Grubbing	02 41 00	1	JOB	$	$
0006	Barricade Type 3	10 14 53	2	EA	$	$
0007	Temporary Signs	10 14 53	160	SF	$	$
0008	Maintain and Control Traffic	10 14 53	1	JOB	$	$
0009	SBM Aluminum Panel Signs	10 14 53	5	SF	$	$
0010	Remove and Relocate Sign Assembly	10 14 53	1	EA	$	$
0011	Roadway Excavation	31 23 00.00 20	29	CY	$	$
0012	Special Excavation	31 23 00.00 20	2,397	CY	$	$
0013	Embankment in Place	31 23 00.00 20	334	CY	$	$
0014	Temporary Ditch	31 32 11	800	LF	$	$
0015	Clean Temporary Ditch	31 32 11	800	LF	$	$
0016	Temporary Silt Fence	31 32 11	760	LF	$	$
0017	Silt Trap Type B	31 32 11	10	EA	$	$
0018	Silt Trap Type C	31 32 11	2	EA	$	$
0019	Clean Silt Trap Type B	31 32 11	10	EA	$	$
0020	Erosion Control Blanket	31 32 11	284	SY	$	$
0021	Temporary Mulch	31 32 11	1,986	SY	$	$
0022	Agricultural Limestone	31 32 11	0.51	TON	$	$
0023	Erosion Control	31 32 11	1	JOB	$	$
0024	Articulated Concrete Block System	31 32 11	10,273	SF	$	$
0025	Asphalt Pavement Milling & Texturing	32 01 16.17	9.6	TON	$	$
0026	Standard Curb and Gutter	32 16 13	74	LF	$	$
0027	Sidewalk - 4 in. Concrete	32 16 13	33	SY	$	$
0028	Pave. Striping Thermo - 4in Y	32 17 23	232	LF	$	$
0029	Pave. Marking Thermo X-Walk - 6in	32 17 23	44	LF	$	$
0030	Pave. Marking Thermo Stop Bar - 24in	32 17 23	25	LF	$	$
0031	Fertilizer	32 92 19	0.31	TON	$	$
0032	Seeding and Protection	32 92 19	1,986	SY	$	$
0033	Topsoil Furnished and Placed	32 92 19	331	CY	$	$
0034	W Directional Bore	33 05 23	158	LF	$	$
0035	W Fire Hydrant Relocate	33 11 00	1	EA	$	$
0036	Water Meter Vault	33 11 00	2	EA	$	$
0037	W Pipe Ductile Iron 04 in. Inst.	33 11 00	201	LF	$	$
0038	W Tie-in 04 in. Inst.	33 11 00	1	EA	$	$
0039	W Leak Detection Meter Inst.	33 11 00	1	EA	$	$
0040	Channel Lining Class III	35 31 19	332	TON	$	$
0041	Staking	N/A	1	JOB	$	$
	DRAINAGE
0042	Fabric Geotextile Type IV for Pipe	31 32 11	19	SY	$	$
0043	Concrete-Class A	03 30 53	0.58	CY	$	$
0044	12" Sewer Pipe	33 40 00	55	LF	$	$
0045	Drop Box Inlet Type 13	33 40 00	2	EA	$	$
	BRIDGE
0046	Demolition Bridge (Structure Removed)	02 41 00	1	JOB	$	$
0047	1" Preformed Expansion Joint Filler	03 15 00.00 10	56	SF	$	$
0048	2" Preformed Expansion Joint Filler	03 15 00.00 10	92	SF	$	$
0049	Steel Reinforcement - Epoxy Coated	03 20 00.00 10	33,089	LB	$	$
0050	Concrete - 4000 psi, Abutment Footing	03 30 53	51	CY	$	$
0051	Concrete - 4000 psi, Abutment Above Footing	03 30 53	60	CY	$	$
0052	Concrete - 4500 psi, Parapet	03 30 53	56	CY	$	$
0053	Concrete - 4500 psi, Bridge Deck	03 30 53	68	CY	$	$
0054	Concrete - 4500 psi, Approach Slab	03 30 53	79	CY	$	$
0055	Precast PC Box Beam CB27-36	03 45 33	10	EA	$	$
0056	Bearing Pads - Expansion	03 45 33	40	EA	$	$
0057	Pedestrian Railing	05 52 00	121	LF	$	$
0058	Joint Sealing	07 92 00	55	LF	$	$
0059	Concrete Sealing (Epoxy-Urethane)	09 96 00	2,755	SF	$	$
0060	Embankment	31 23 00.00 20	99	CY	$	$
0061	Excavation	31 23 00.00 20	202	CY	$	$
0062	Excavation - Unclassified	31 23 00.00 20	1	JOB	$	$
0063	Structure Granular Backfill	31 23 00.00 20	37	CY	$	$
0064	Cofferdam	31 23 00.00 20	1	JOB	$	$
0065	Prebored Holes	31 62 16.16	257	LF	$	$
0066	Piles - Steel HP 12X53	31 62 16.16	291	LF	$	$
0067	Pile Equipment Mobilization	31 62 16.16	1	JOB	$	$
0068	6" Perforated Corrugated Plastic Pipe	33 46 13	95	LF	$	$
0069	6" Non-perforated Corrugated Plastic Pipe	33 46 13	40	LF	$	$
	PAVEMENT
0070	DGA Base	32 11 23	56.1	TON	$	$
0071	Leveling and Wedging PG 64-22	32 11 26	5.1	TON	$	$
0072	CL2 Asphalt Base 1.00D PG 64-22	32 11 26	254.7	TON	$	$
0073	CL2 Asphalt Surface 0.38D PG 64-22	32 12 11	111.2	TON	$	$
0074	Aggregate for River Road Shoulder	32 11 23	114	TON	$	$
0075	Grade and Compace Existing Unpaved River Road Base	32 11 23	1	JOB	$	$
0076	Bituminous Tack Coat	32 12 10	179	GAL	$	$
0077	Bituminous Prime Coat	32 12 10	298	GAL	$	$
	BUILDING DEMOLITION
0078	Asbestos Abatement	01 57 19	1	JOB	$	$
0079	Building Demolition	01 22 00	1	JOB	$	$

TOTAL ESTIMATED AMOUNT $

&"Times New Roman,Regular"Solicitation No. W912P5-17-B-00_____

SHEPHERD STREET BRIDGE REPLACEMENT

City of Cumberland, KY

BID SCHEDULE

&"Times New Roman,Regular"Page &P of &N &"Times New Roman,Regular"BID SCHEDULE

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