3-Bid Schedule formatted for Portal.xlsx

XLSX spreadsheet 27 KB Posted Dec 10, 2025

Attached to: 2026 Street Rehabilitation, Contract B
Solicitation number: 2026-002
Issued by: Delaware County, Ohio

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Written by GovTribe AI · Dec 18, 2025

This is a bid schedule for the City of Westerville, Ohio, for the 2026 Street Rehabilitation, Contract B (Project No. 2026-002), encompassing two primary improvement areas: Monroe Lane and Ash Court. The project includes pavement reconstruction, concrete curbing, sidewalk and curb ramp installation, storm drainage structure replacement, waterline and water service improvements, sanitary sewer adjustments, traffic control modifications, landscape work, and communications infrastructure. The bid schedule itemizes 157 line items across multiple work categories with specified quantities in various units (square yards, linear feet, cubic yards, each, tons, gallons, and lump sum). Work activities include clearing and grubbing, removal of existing pavement and utilities, excavation, subgrade stabilization using cement and chemical treatment, asphalt and concrete pavement placement, installation of drainage pipes and structures, water main installation and service connections, erosion control through seeding and mulching, and landscaping with specified tree species. The project has a completion date of August 7, 2026, and bidders must submit completed bid schedules with signed certification statements. The engineer's estimate for the project is $1,293,000.

All unit prices in the bid schedule are currently listed at $0.00 except for two line items under incidentals designated as allowances for irrigation or invisible fence repair, each totaling $2,500.00, resulting in an informal total of $5,000.00. Bidders are required to bid the base bid and all alternates, with unit prices to include all materials, equipment, labor, delivery, installation, overhead, profit, and incidental costs. The City of Westerville reserves the right to award the contract to the lowest and best bidder for the base bid only or for the base bid plus any combination of alternates. Bidders must certify that bids were arrived at independently without consultation or agreement with other bidders. The solicitation requires contractor information including business structure, address, contact details, and authorized signatures on the bid schedule submission.

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Other files

File	Type	Posted
5-Plans.pdf	PDF	Dec 10, 2025
2-Original Construction Plans - Ash Ct.pdf	PDF	Dec 10, 2025
1-Prevailing Wage Rates - FRA County.pdf	PDF	Dec 10, 2025
4-Project Manual.pdf	PDF	Dec 10, 2025

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Bid Schedule

2026 STREET REHABILITATION, CONTRACT B (Project No. 2026-002)
BID SCHEDULE
				(A)		(B)	(C)
ITEM	SPEC	CMS	DESCRIPTION	QUANTITY	UNIT	UNIT PRICE	Unit Item TOTAL IN FIGURES (A x B)
	MONROE LANE IMPROVEMENTS

			ROADWAY
1	201	COLS	CLEARING AND GRUBBING	1.00	LS	$0.00
2	202	COLS	PAVEMENT REMOVED	2,164.00	SY	$0.00
3	202	COLS	WALK REMOVED	433.00	SF	$0.00
4	202	COLS	CURB AND GUTTER REMOVED	81.00	FT	$0.00
5	202	COLS	PIPE REMOVED	760.00	FT	$0.00
6	202	COLS	CATCH BASIN OR INLET REMOVED	1.00	EA	$0.00
7	202	COLS	YARD DRAIN REMOVED	3.00	EA	$0.00
8	202	COLS	MAILBOX REMOVED AND RESET	8.00	EA	$0.00
9	203	COLS	EXCAVATION	1,635.00	CY	$0.00
10	203	COLS	EMBANKMENT	91.00	CY	$0.00
11	204	ODOT	EXCAVATION OF SUBGRADE, AS DIRECTED	50.00	CY	$0.00
12	204	ODOT	GRANULAR MATERIAL, TYPE E, NO. 2 STONE, 703.01, AS DIRECTED	25.00	CY	$0.00
13	204	COLS	SUBGRADE COMPACTION	2,650.00	SY	$0.00
14	204	COLS	PROOF ROLLING	2.00	HOUR	$0.00
15	206	COLS	CEMENT STABILIZED SUBGRADE, 12" DEEP	1,841.00	SY	$0.00
16	206	COLS	CEMENT, AS DIRECTED	46.00	TON	$0.00
17	206	COLS	CURING COAT, AS DIRECTED	1,841.00	SY	$0.00
18	12608	WEST	4" CONCRETE WALK, WEST RD-05, CLASS COC 5	292.00	SF	$0.00
19	12608	WEST	6" CONCRETE WALK, WEST RD-05, CLASS COC 5	157.00	SF	$0.00
20	12608	WEST	CURB RAMP, 6", WEST RD-05, CLASS COC 5	3.00	EA	$0.00
21	12608	WEST	DETECTABLE WARNING, TUFTILE, CAST IRON, DARK GRAY	28.00	SF	$0.00
22	SPECIAL		MAILBOX SUPPORT, SINGLE	8.00	EA	$0.00

			EROSION CONTROL
23	12653	WEST	PROCESSED TOPSOIL, FURNISHED AND PLACED	328.00	CY	$0.00
24	12659	WEST	SEEDING AND MULCHING	2,955.00	SY	$0.00
25	12659	WEST	COMMERCIAL FERTILIZER	0.40	TON	$0.00
26	12659	WEST	WATER	16.00	MGAL	$0.00

			DRAINAGE
27	603	COLS	3" CONDUIT, TYPE E, 720.08, PER WEST STD STM-01	500.00	FT	$0.00
28	604	COLS	PRECAST REINFORCED CONCRETE OUTLET ENDWALL (AA-S169)	1.00	EA	$0.00
29	604	WEST	DOUBLE CURB AND GUTTER INLET (AAS125B)	3.00	EA	$0.00
30	604	WEST	MANHOLE, TYPE C	1.00	EA	$0.00
31	604	WEST	MANHOLE, TYPE E	1.00	EA	$0.00
32	604	WEST	MANHOLE, TYPE E (AA-S104), WITH INLET TOP (AA-S142)	1.00	EA	$0.00
33	604	WEST	CURB AND GUTTER INLET RECONSTRUCTED TO GRADE	1.00	EA	$0.00
34	605	COLS	6" PIPE UNDERDRAINS, 707.12 TYPE SP	1,282.00	FT	$0.00
35	895	ODOT	MANUFACTURED WATER QUALITY STRUCTURE TYPE 1, AS PER PLAN	1.00	EA	$0.00
36	901	COLS	12" STORM RCP CLASS IV PIPE, w/ TYPE II BEDDING, w/ ITEM 912 BACKFILL	181.00	FT	$0.00
37	901	COLS	15" STORM RCP CLASS IV PIPE, w/TYPE II BEDDING, w/ ITEM 912 BACKFILL	160.00	FT	$0.00
38	901	COLS	42" STORM RCP CLASS IV PIPE, WITH TYPE II BEDDING, w/ITEM 912 BACKFILL	20.00	FT	$0.00

			PAVEMENT
39	301	COLS	ASPHALT CONCRETE BASE, PG64-22	358.00	CY	$0.00
40	304	COLS	AGGREGATE BASE	323.00	CY	$0.00
41	304	ODOT	AGGREGATE BASE, AS DIRECTED	25.00	CY	$0.00
42	12401	WEST	J-BAND VOID REDUCING ASPHALT MEMBRANE, AS PER PLAN	610.00	FT	$0.00
43	407	COLS	NON-TRACKING TACK COAT	277.00	GAL	$0.00
44	441	COLS	ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22, 448, (DRIVEWAYS)	9.00	CY	$0.00
45	441	COLS	ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22	63.00	CY	$0.00
46	441	COLS	ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448)	89.00	CY	$0.00
47	452	COLS	6" NON-REINFORCED CONCRETE PAVEMENT, CLASS COC MS	349.00	SY	$0.00
48	12609	WEST	COMBINED CURB AND GUTTER, WEST RD-02, CLASS COC 5	1,304.00	FT	$0.00
49	12609	WEST	3.5" DIAMETER CORED CURB	20.00	EA	$0.00
50	SPC		GEOGRID, TENSAR BX1300 OR APPROVED EQUAL, AS DIRECTED	10.00	SY	$0.00

			WATER WORK
51	202	COLS	FIRE HYDRANT REMOVED, AS PER PLAN	2.00	EA	$0.00
52	202	COLS	VALVE AND VALVE BOX REMOVED	2.00	EA	$0.00
53	203	ODOT	EXCAVATION, AS DIRECTED	10.00	CY	$0.00
54	613	COLS	LOW STRENGTH MORTAR BACKFILL, TYPE 2, AS DIRECTED	5.00	CY	$0.00
55	12801	WEST	6" ZINC COATED DUCTILE IRON WATER PIPE AND FITTINGS w/ITEM 912 BACKFILL	18.00	FT	$0.00
56	12801	WEST	8" ZINC COATED DUCTILE IRON WATER PIPE AND FITTINGS w/ITEM 912 BACKFILL	525.00	FT	$0.00
57	12801	WEST	CONCRETE BLOCKING CLASS C, INCREAE OR DECREASE, AS DIRECTED	2.00	CY	$0.00
58	12801	WEST	ZINC COATED DUCTILE IRON FITTINGS, INCREASE OR DECREASE	500.00	LB	$0.00
59	12802	WEST	6" VALVE AND APPURTENANCES	2.00	EA	$0.00
60	12805	WEST	3/4" WATER SERVICE COMPLETE, SHORT	4.00	EA	$0.00
61	12805	WEST	3/4" WATER SERVICE COMPLETE, LONG	4.00	EA	$0.00
62	12807	WEST	VALVE BOX ADJUSTED TO GRADE	1.00	EA	$0.00
63	12808	WEST	CUT AND PLUG (CAP) 6" WATER MAIN	1.00	EA	$0.00
64	12809	WEST	FIRE HYDRANT	2.00	EA	$0.00
65	912	COLS	COMPACTED GRANULAR MATERIAL, AS DIRECTED	5.00	CY	$0.00

			SANITARY SEWER
66	12604	WEST	SANITARY MANHOLE ADJUSTED TO GRADE, AS PER PLAN	1.00	EA	$0.00

			TRAFFIC CONTROL
67	630	COLS	GROUND MOUNTED SUPPORT, NO. 2 POST	12.00	FT	$0.00
68	630	COLS	STREET NAME SIGN SUPPORT, NO. 2 POST	11.80	FT	$0.00
69	630	COLS	SIGN POST REFLECTOR	1.00	EA	$0.00
70	630	COLS	REMOVAL OF GROUND MOUNTED SIGN AND REERECTION	3.00	EA	$0.00
71	630	COLS	REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL	2.00	EA	$0.00
72	644	COLS	STOP LINE	10.00	FT	$0.00
73	644	COLS	CROSSWALK LINE, 24", TYPE B90	53.00	FT	$0.00

			MAINTENANCE OF TRAFFIC
74	410	COLS	TRAFFIC COMPACTED SURFACE, TYPE A, AS DIRECTED	10.00	TON	$0.00
75	616		WATER	2.00	MGAL	$0.00

			LANDSCAPE
76	661	COLS	HEARTLAND NORTHERN CATALPA, CATALPA SPECIOSA 'HIAWATHA 2', 2" CAL, B&B	5.00	EA	$0.00
77	661	COLS	SAWTOOTH OAK, QUERCUS ACUTISSIMA, 2" CAL, B&B	5.00	EA	$0.00
78	661	COLS	TULIP POPLAR, LIRIODENDRON TULIPIFERA L., 2" CAL, B&B	5.00	EA	$0.00

			COMMUNICATIONS
79	13120	WEST	24" X 36" COMMUNICATION BOX, PER WEST COMM-03	2.00	EA	$0.00
80	13200	WEST	2" SCH 40 PVC COMMUNICATION CONDUIT	50.00	FT	$0.00

			INCIDENTALS
81	614	COLS	MAINTAINING TRAFFIC	1.00	LS		$0.00
82	614	COLS	STEEL PLATE, AS DIRECTED	2,500.00	LB		$0.00
83	623	COLS	CONSTRUCTION LAYOUT STAKES	1.00	LS		$0.00
84	624	COLS	MOBILIZATION	1.00	LS		$0.00
85	624	COLS	MOBILIZATION - CHEMICALLY STABILIZED SUBGRADE, AS PER PLAN	1.00	EA		$0.00
86	12832	WEST	TEMPORARY SEDIMENT AND EROSION CONTROLS	1.00	LS		$0.00
87	SPC		IRRIGATION OR INVISIBLE FENCE REPAIR, AS DIRECTED (ALLOWANCE)	1.00	LS	$2,500.00	$2,500.00

ASH COURT WATERLINE IMP AND STREET RECONSTRUCTION

			WATERLINE IMPROVEMENTS
88	202	COLS	WALK REMOVED	250.00	SF	$0.00
89	203	ODOT	EXCAVATION, AS DIRECTED	10.00	CY	$0.00
90	259	COLS	PERMANENT PAVEMENT REPLACEMENT, TYPE I	50.00	CY	$0.00
91	410	COLS	TRAFFIC COMPACTED SURFACE, TYPE A, AS DIRECTED	50.00	CY	$0.00
92	12608	WEST	4" CONCRETE WALK, Per WEST STD RD-05,CLASS COC 5	250.00	SF	$0.00
93	613	COLS	LOW STRENGTH MORTAR BACKFILL, TYPE 2, AS DIRECTED	5.00	CY	$0.00
94	12801	WEST	6" ZINC COATED DUCTILE IRON WATER PIPE AND FITTINGS w/912 BACKFILL	287.00	FT	$0.00
95	12801	WEST	CONCRETE BLOCKING CLASS C, INCREAE OR DECREASE, AS DIRECTED	2.00	CY	$0.00
96	12801	WEST	ZINC COATED DUCTILE IRON FITTINGS, INCREASE OR DECREASE	500.00	LB	$0.00
97	12802	WEST	6" VALVE AND APPURTENANCES	2.00	EA	$0.00
98	12802	WEST	8" VALVE AND APPURTENANCES	2.00	EA	$0.00
99	12803	WEST	6" x 6" TAPPING SLEEVE & VALVE AND APPURTENANCES	1.00	EA	$0.00
100	12805	WEST	3/4" WATER SERVICE COMPLETE, SHORT	4.00	EA	$0.00
101	12805	WEST	3/4" WATER SERVICE COMPLETE, LONG	4.00	EA	$0.00
102	12808	WEST	CUT AND PLUG (CAP) 4" WATER MAIN	1.00	EA	$0.00
103	12809	WEST	FIRE HYDRANT	1.00	EA	$0.00
104	912	COLS	COMPACTED GRANULAR MATERIAL, AS DIRECTED	5.00	CY	$0.00

			STREET RECONSTRUCTION
105	202	COLS	CATCH BASIN OR INLET REMOVED	2.00	EA	$0.00
106	202	COLS	CURB AND GUTTER REMOVED	597.00	FT	$0.00
107	202	COLS	PAVEMENT REMOVED, AS DIRECTED (DRIVE APRONS)	30.00	SY	$0.00
108	202	COLS	PAVEMENT REMOVED	976.00	SY	$0.00
109	202	COLS	PIPE REMOVED	30.00	FT	$0.00
110	202	COLS	WALK REMOVED	1,520.00	SF	$0.00
111	203	ODOT	EXCAVATION	352.00	CY	$0.00
112	204	ODOT	EXCAVATION OF SUBGRADE, AS DIRECTED	50.00	CY	$0.00
113	204	ODOT	GRANULAR MATERIAL, TYPE E, NO. 2 STONE, 703.01, AS DIRECTED	25.00	CY	$0.00
114	204	COLS	PROOFROLLING	1.00	HR	$0.00
115	204	COLS	SUBGRADE COMPACTION	976.00	SY	$0.00
116	206	COLS	CHEMICALLY STABILIZED SUBGRADE, 12" DEEP, AS DIRECTED	976.00	SY	$0.00
117	206	COLS	CEMENT, AS DIRECTED	25.00	TON	$0.00
118	206	COLS	CURING COAT, AS DIRECTED	976.00	SY	$0.00
119	259	COLS	DRIVEWAY PAVEMENT REPLACEMENT, TYPE IIIA, AS PER PLAN	2.00	CY	$0.00
120	301	ODOT	ASPHALT CONCRETE BASE, PG64-22	163.00	CY	$0.00
121	304	ODOT	AGGREGATE BASE	190.00	CY	$0.00
122	304	ODOT	AGGREGATE BASE, AS DIRECTED	25.00	CY	$0.00
123	12401	WEST	J-BAND VOID REDUCING ASPHALT MEMBRANE, AS PER PLAN	260.00	FT	$0.00
124	407	ODOT	NON-TRACKING TACK COAT	195.00	GAL	$0.00
125	410	COLS	TRAFFIC COMPACTED SURFACE, TYPE A, AS DIRECTED	95.00	TON	$0.00
126	441	ODOT	ASPHALT CONCRETE, INT. COURSE, TYPE 2 (448)	47.00	CY	$0.00
127	441	ODOT	ASPHALT CONCRETE, SUR. COURSE, TYPE 1 (448) PG64-22	34.00	CY	$0.00
128	12452	WEST	6" NON-REINFORCED CONCRETE PAVEMENT, CLASS MS	30.00	SY	$0.00
129	12608	WEST	4" CONCRETE WALK, Per WEST STD RD-05,CLASS COC 5	1,150.00	SF	$0.00
130	12608	WEST	6" CONCRETE WALK, Per WEST STD RD-05,CLASS COC 6	50.00	SF	$0.00
131	12608	WEST	CURB RAMP, 6", PER WEST STD RD-05, CLASS COC 5	4.00	EA	$0.00
132	12608	WEST	DETECTABLE WARNING, TUFTILE, CAST IRON, DARK GRAY	40.00	SF	$0.00
133	12609	WEST	COMBINED CURB AND GUTTER, PER WEST STD RD-02, CLASS COC 5	597.00	FT	$0.00
134	616	ODOT	WATER	1.00	MGAL	$0.00
135	12653	WEST	PROCESSED TOPSOIL FURNISHED AND PLACED	29.00	CY	$0.00
136	12659	WEST	COMMERCIAL FERTILIZER	0.40	TON	$0.00
137	12659	WEST	SEEDING AND MULCHING	265.00	SY	$0.00
138	12659	WEST	WATER	1.00	MGAL	$0.00
139	SPC		GEOGRID, TENSAR BX1300 OR APPROVED EQUAL, AS DIRECTED	10.00	SY	$0.00
140	SPC		STORM MANHOLE TOP MODIFICATIONS, AS PER PLAN	1.00	LS	$0.00

			DRAINAGE
141	603	COLS	3" CONDUIT, TYPE E, 720.08, PER WEST STD STM-01	192.00	FT	$0.00
142	604	WEST	CATCH BASIN ADJUSTED TO GRADE	2.00	EA	$0.00
143	604	COLS	CURB AND GUTTER INLET (AA-S125A), AS PER PLAN	2.00	EA	$0.00
144	605	COLS	6" PIPE UNDERDRAIN, 720.12, TYPE SP	597.00	FT	$0.00
145	12609	WEST	3.5" DIAMETER CORED CURB	16.00	EA	$0.00
146	611	ODOT	52" CONDUIT, TYPE B, 706.02 w/RESILIANT AND FLEXIBLE GASKET JOINTS, 706.11	34.00	FT	$0.00
147	901	COLS	12" PIPE, w/TYPE 1 BEDDIING, 706.02 CLASS IV, w/912 BACKFILL	31.00	FT	$0.00

			LANDSCAPE
148	661	COLS	CHINKAPIN OAK, QUERCUS MUEHLENBERGI, 2" CAL, B&B	4.00	EA	$0.00

			COMMUNICATIONS
149	13120	WEST	24" X 36" COMMUNICATION BOX, PER WEST COMM-03	2.00	EA	$0.00
150	13200	WEST	2" SCH 40 PVC COMMUNICATION CONDUIT	50.00	FT	$0.00

			INCIDENTALS
151	614	ODOT	MAINTAINING TRAFFIC	1.00	LS		$0.00
152	614	COLS	STEEL PLATE, AS DIRECTED	2,500.00	LB		$0.00
153	623	ODOT	CONSTRUCTION LAYOUT STAKES	1.00	LS		$0.00
154	624	ODOT	MOBILIZATION	1.00	LS		$0.00
155	624	COLS	MOBILIZATION - CHEMICALLY STABILIZED SUBGRADE, AS PER PLAN	1.00	EA		$0.00
156	12832	WEST	TEMPORARY SEDIMENT AND EROSION CONTROLS	1.00	LS		$0.00
157	SPC		IRRIGATION OR INVISIBLE FENCE REPAIR, AS DIRECTED (ALLOWANCE)	1.00	LS	$2,500.00	$2,500.00
			INFORMAL TOTAL, ITEMS1 through 157				$5,000.00

Bidders are required to BID the Base BID and all ALTERNATES. Unit Prices set forth shall include all materials, equipment, labor, delivery, installation, overhead, profit, and any other cost or expense, in connection with or incidental to, the performance of that portion of the WORK to which the prices apply. The City of Westerville reserves the right to award the CONTRACT to the lowest and best BIDDER for the Base Bid only or for the Base Bid plus any combination of the alternates.

To the City of Westerville, Ohio, hereinafter called OWNER. In compliance with your Advertisement for BIDS, BIDDER hereby proposes to perform all WORK in strict accordance with the CONTRACT DOCUMENTS and to the complete satisfaction of the City, within the time and at the prices stated herein. By submission of this BID, each BIDDER certifies, and in case of a joint BID, each party thereto certifies as to their own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor.

BIDDER hereby agrees to commence WORK under this CONTRACT on or after a date to be specified in the NOTICE TO PROCEED and to fully complete the PROJECT on or before August 7, 2026. BIDDER further agrees to pay liquidated damages as provided in Section 108.07 of the General Provisions and Section SP 8 of the Special Provisions.

BIDDER acknowledges the receipt of the following ADDENDUM(s):

CONTRACTOR:		DOING BUSINESS AS:
ADDRESS:			Insert "a corporation", "a partnership", or "an individual" as applicable
CITY/STATE:		PHONE NUMBER:
DATE:		FAX NUMBER:
TITLE:		EMAIL ADDRESS:
SIGNATURE:		WEBSITE :
	THE BID MUST BE SIGNED

Bid Schedule

File details come from the government source that posted it. Updated May 1, 2026.