2-Bid Schedule formatted for Portal.xlsx

XLSX spreadsheet 25 KB Posted Feb 25, 2026

Attached to: Vine Street Improvements & 2026 CIPP Sanitary Sewer Lining
Solicitation number: 2025-006 & 2026-006
Issued by: Delaware County, Ohio

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Written by GovTribe AI · Feb 27, 2026

This is a bid schedule for the City of Westerville, Ohio, for the Vine Street Improvements & 2026 CIPP Sanitary Sewer Lining project (Project Nos. 2025-006 & 2026-006). The project encompasses comprehensive roadway reconstruction and sanitary sewer lining services, including pavement removal and replacement, concrete sidewalks and curbing, curb ramps, drainage system improvements, waterline installation and services, and over 4,000 linear feet of cured-in-place pipe (CIPP) sanitary sewer lining. The bid schedule contains 123 base bid items and one alternate item (A1) spanning multiple work categories: roadway work, erosion control, drainage, pavement, water work, sanitary sewer, traffic control, maintenance of traffic, landscape, street lighting and communications, sanitary sewer lining, and incidentals. Quantities range from single units to thousands of feet, square yards, and linear feet depending on the item type. Bidders are required to submit pricing for all base bid items and the alternate, with the City of Westerville reserving the right to award the contract for the base bid only or for the base bid in combination with any alternates. The project completion date is August 21, 2026.

All unit prices submitted by bidders must include materials, equipment, labor, delivery, installation, overhead, profit, and all other incidental costs associated with performance of the work. The Engineer's Estimate for the Base Bid is $2,184,000. Contractors are required to acknowledge receipt of any addenda issued prior to bid submission and must certify that bids have been prepared independently without consultation or agreement with competitors. Bidders acknowledge their agreement to commence work upon receipt of the Notice to Proceed and to pay liquidated damages as specified in Section 108.07 of the General Provisions and Section SP 8 of the Special Provisions. All bids must be signed by an authorized representative of the contractor, with the signature block requiring identification of the contractor's legal structure (corporation, partnership, or individual).

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Other files

File	Type	Posted
4-Project Manual.pdf	PDF	Feb 25, 2026
3-Prevailing Wage Rates - FRA County.pdf	PDF	Feb 25, 2026
1-Plans.pdf	PDF	Feb 25, 2026

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Bid Schedule

VINE STREET IMPROVEMENTS & 2026 CIPP SANITARY SEWER LINING (Project Nos. 2025-006 & 2026-006)
BID SCHEDULE
				(A)		(B)	(C)
ITEM	SPEC	CMS	DESCRIPTION	QUANTITY	UNIT	UNIT PRICE	Unit Item TOTAL IN FIGURES (A x B)
			ROADWAY
1	201	COLS	TREE REMOVED, 18-INCH, AS DIRECTED, AS PER PLAN	15.00	EA		$0.00
2	201	COLS	STUMP REMOVED, 18-INCH, AS DIRECTED, AS PER PLAN	15.00	EA		$0.00
3	201	COLS	TREE REMOVED, 30-INCH, AS DIRECTED, AS PER PLAN	2.00	EA		$0.00
4	201	COLS	STUMP REMOVED, 30-INCH, AS DIRECTED, AS PER PLAN	2.00	EA		$0.00
5	201	COLS	STUMP REMOVED, 48-INCH, AS DIRECTED, AS PER PLAN	1.00	EA		$0.00
6	202	COLS	PAVEMENT REMOVED	3,320.00	SY		$0.00
7	202	COLS	WALK REMOVED	12,105.00	SF		$0.00
8	202	COLS	CURB REMOVED	2,678.00	FT		$0.00
9	202	COLS	PIPE REMOVED	1,546.00	FT		$0.00
10	202	COLS	CATCH BASIN OR INLET REMOVED	9.00	EA		$0.00
11	202	COLS	CONCRETE STEPS REMOVED	24.00	FT		$0.00
12	202	COLS	STAMPED CONCRETE WALK REMOVED	38.00	SF		$0.00
13	202	COLS	SCHOOL FLASHER ASSEMBLY AND FOUNDATION REMOVED	2.00	EA		$0.00
14	202	COLS	STONE WALL REMOVED	66.00	FT		$0.00
15	203	COLS	EXCAVATION	1,017.00	CY		$0.00
16	203	COLS	EMBANKMENT	72.00	CY		$0.00
17	204	COLS	EXCAVATION OF SUBGRADE, AS DIRECTED	50.00	CY		$0.00
18	204	COLS	SUBGRADE COMPACTION	3,637.00	SY		$0.00
19	204	COLS	PROOF ROLLING	2.00	HR		$0.00
20	206	COLS	CEMENT STABILIZED SUBGRADE, 12" DEEP	3,058.00	SY		$0.00
21	206	COLS	CEMENT, AS DIRECTED	79.00	TON		$0.00
22	206	COLS	CURING COAT, AS DIRECTED	3,058.00	SY		$0.00
23	517	COLS	RAILING (METAL TUBE)	4.00	FT		$0.00
24	12608	WEST	4" CONCRETE WALK, WEST RD-05, CLASS COC 5	9,920.00	SF		$0.00
25	12608	WEST	6" CONCRETE WALK, WEST RD-05, CLASS COC 5	3,429.00	SF		$0.00
26	608	COLS	PAVER WALK, AS PER PLAN	47.00	SF		$0.00
27	12608	WEST	CURB RAMP, 6", PER WEST STD RD-05, CLASS COC 5	33.00	EA		$0.00
28	12608	WEST	DETECTABLE WARNING, TUFTILE, CAST IRON, DARK GRAY	288.00	SF		$0.00
29	12608	WEST	CONCRETE STEPS, CLASS COC 5	24.00	FT		$0.00
30	12609	WEST	CONCRETE BACKWALL CURB, CLASS COC 5, AS DIRECTED	150.00	FT		$0.00
31	608	COLS	STAMPED CONCRETE WALK, AS PER PLAN	38.00	SF		$0.00
32	608	COLS	STONE WALK, AS PER PLAN	14.00	SF		$0.00
33	608	COLS	STONE STEPS, AS PER PLAN	2.00	FT		$0.00
34	608	COLS	STONE WALK WITH WALLS, AS PER PLAN	24.00	SF		$0.00
35	608	COLS	SLATE WALK, REMOVE AND RESET, AS PER PLAN	88.00	SF		$0.00
36	SPC	COLS	GEOGRID, TENSAR BX1300 OR APPROVED EQUAL, AS DIRECTED	10.00	SY		$0.00
37	SPECIAL	COLS	PAVER COLUMNS REMOVED AND REBUILT, AS PER PLAN	2.00	EA		$0.00

			EROSION CONTROL
38	12653	WEST	PROCESSED TOPSOIL, FURNISHED AND PLACED	273.00	CY	$0.00
39	12659	WEST	SEEDING AND MULCHING	2,462.00	SY	$0.00
40	12659	WEST	COMMERCIAL FERTILIZER	0.33	TON	$0.00
41	12659	WEST	WATER	14.00	MGAL	$0.00
42	12832	WEST	STORM WATER POLLUTION PREVENTION PLAN	1.00	LS	$0.00
43	12832	WEST	TEMPORARY SEDIMENT AND EROSION CONTROLS	1.00	LS	$0.00

			DRAINAGE
44	603	COLS	3" CONDUIT, TYPE E, 720.08, PER WEST STD STM-01	330.00	FT	$0.00
45	603	COLS	6" CONDUIT, TYPE E, 720.08	70.00	FT	$0.00
46	12604	WEST	STANDARD CURB AND GUTTER INLET (AA-S125A)	10.00	EA	$0.00
47	12604	WEST	STORM MANHOLE, TYPE C	6.00	EA	$0.00
48	604	COLS	NYLOPLAST 18" STORM DRAIN BASIN WITH IRON GRATE AND SOLID COVER	9.00	EA	$0.00
49	605	COLS	6" PIPE UNDERDRAIN, 720.12 TYPE SP	1,325.00	FT	$0.00
50	901	COLS	8" STORM, 720.08, PIPE, W/ TYPE II BEDDING, W/ ITEM 912BACKFILL	1,009.00	FT	$0.00
51	901	COLS	12" STORM, 706.02, CLASS IV PIPE, W/ TYPE II BEDDING, W/ ITEM 912 BACKFILL	600.00	FT	$0.00
52	901	COLS	15" STORM, 706.02, CLASS IV PIPE, W/ TYPE II BEDDING, W/ ITEM 912 BACKFILL	36.00	FT	$0.00
53	901	COLS	18" STORM, 706.02, CLASS IV PIPE, W/ TYPE II BEDDING, W/ ITEM 912 BACKFILL	27.00	FT	$0.00
54	910	COLS	REINFORCED CONCRETE ENCASEMENT OF 12" DIAMETER PIPE	31.00	FT	$0.00
55	SPC	COLS	6" x 6" x 3" x 3" ALL HUB DOUBLE SANITARY REDUCING TEE, AS PER PLAN	19.00	EA	$0.00

			PAVEMENT
56	259	COLS	DRIVEWAY PAVEMENT REPLACEMENT, TYPE III (BRICK)	1.00	CY	$0.00
57	301	COLS	ASPHALT CONCRETE BASE, PG64-22	584.00	CY	$0.00
58	304	COLS	AGGREGATE BASE	810.00	CY	$0.00
59	304	COLS	AGGREGATE BASE, AS DIRECTED	50.00	CY	$0.00
60	12401	WEST	J-BAN VOID REDUCING ASPHALT MEMBRANE, AS PER PLAN	1,289.00	FT	$0.00
61	407	COLS	NON-TRACKING TACK COAT	450.00	GAL	$0.00
62	424	COLS	FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B	84.00	CY	$0.00
63	441	COLS	ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 (DRIVEWAYS)	8.00	CY	$0.00
64	441	COLS	ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448)	167.00	CY	$0.00
65	12452	WEST	6" NON-REINF CONCRETE PAVEMENT, WEST STD RD-04 TYPE 2, CLASS COC, MS	163.00	SY	$0.00
66	12452	WEST	8" NON-REINF CONCRETE PAVEMENT, WEST STD RD-10 TYPE 1, CLASS COC, MS	85.00	SY	$0.00
67	12609	WEST	COMBINED CURB AND GUTTER, WEST RD-02, CLASS COC 5	1,159.00	FT	$0.00
68	12609	WEST	COMMERCIAL APPROACH GUTTER, WEST RD-11, CLASS MS	140.00	FT	$0.00
69	12609	WEST	STRAIGHT 18" CONCRETE CURB, WEST RD-03, CLASS COC 5, AS PER PLAN	1,391.00	FT	$0.00
70	12609	WEST	3.5" DIAMETER CORED CURB	14.00	EA	$0.00

			WATER WORK
71	202	COLS	FIRE HYDRANT REMOVED, AS PER PLAN	3.00	EA	$0.00
72	202	COLS	VALVE BOX REMOVED	7.00	EA	$0.00
73	203	COLS	EXCAVATION, AS DIRECTED	5.00	CY	$0.00
74	613	COLS	LOW STRENGTH MORTAR BACKFILL, TYPE 2, AS DIRECTED	5.00	CY	$0.00
75	12801	WEST	6" ZINC COATED DUCTILE IRON WATER PIPE AND FITTINGS W/ITEM 912 BACKFILL	43.00	FT	$0.00
76	12801	WEST	8" ZINC COATED DUCTILE IRON WATER PIPE AND FITTINGS W/ITEM 912 BACKFILL	856.00	FT	$0.00
77	12801	WEST	CONCRETE BLOCKING, CLASS COC 6, INCREASE OR DECREASE, AS DIRECTED	5.00	CY	$0.00
78	12801	WEST	ZINC COATED DUCTILE IRON FITTINGS, INCREASE OR DECREASE, AS DIRECTED	500.00	LB	$0.00
79	12802	WEST	6" VALVE AND APPURTENANCES	3.00	EA	$0.00
80	12803	WEST	8" X 8" TAPPING SLEEVE AND VALVE AND APPURTENANCES	1.00	EA	$0.00
81	12803	WEST	10" X 8" TAPPING SLEEVE AND VALVE AND APPURTENANCES	1.00	EA	$0.00
82	12805	WEST	3/4" WATER SERVICE COMPLETE, LONG	9.00	EA	$0.00
83	12805	WEST	3/4" WATER SERVICE COMPLETE, SHORT	15.00	EA	$0.00
84	12805	WEST	2" WATER SERVICE COMPLETE, SHORT	1.00	EA	$0.00
85	807	COLS	VALVE BOX ADJUSTED TO GRADE	16.00	EA	$0.00
86	12808	WEST	CUT AND PLUG (CAP) 6" WATER MAIN	2.00	EA	$0.00
87	12808	WEST	CUT AND PLUG (CAP) 8" WATER MAIN	2.00	EA	$0.00
88	12809	WEST	FIRE HYDRANT	3.00	EA	$0.00
89	912	COLS	COMPACTED GRANULAR MATERIAL, AS DIRECTED	5.00	CY	$0.00

			SANITARY SEWER
90	12604	COLS	SANITARY MANHOLE ADJUSTED TO GRADE, AS PER PLAN	3.00	EA	$0.00

			TRAFFIC CONTROL
91	630	COLS	GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN	354.00	FT	$0.00
92	630	COLS	STREET NAME SIGN, AS PER PLAN	50.00	SF	$0.00
93	630	COLS	SIGN, FLAT SHEET	96.00	SF	$0.00
94	630	COLS	REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL	42.00	EA	$0.00
95	630	COLS	REMOVAL OF GROUND MOUNTED SIGN AND REERECTION	1.00	EA	$0.00
96	630	COLS	REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL	31.00	EA	$0.00
97	644	COLS	STOP LINE	116.00	FT	$0.00
98	644	COLS	SCHOOL SYMBOL MARKING, 72"	1.00	EA	$0.00
99	647	COLS	CROSSWALK LINE, 24", TYPE B90	378.00	FT	$0.00
100	SPC		INSTALL OWNER SUPPLIED SCREW-IN FOUNDATION	2.00	EA	$0.00

			MAINTENANCE OF TRAFFIC
101	410	COLS	TRAFFIC COMPACTED SURFACE, TYPE A, AS DIRECTED	500.00	TON	$0.00
102	616	COLS	WATER	2.00	MGAL	$0.00

			LANDSCAPE
103	661	COLS	DECICUOUS TREE, 2" CALIPER, B&B, SPECIES TBD	20.00	EA	$0.00

			STREET LIGHTING & COMMUNICATIONS
104	13100	WEST	STREET LIGHTING HANDHOLE, 17" x 30" x 18"	2.00	EA	$0.00
105	13120	WEST	24" x 36" x 24" COMMUNICATION BOX, PER WEST COMM-03	4.00	EA	$0.00
106	13200	WEST	2" SCH 40 PVC COMMUNICATION CONDUIT, AS PER PLAN	64.00	FT	$0.00
107	13350	WEST	1.25" SCH 40 HDPE FLEXIBLE CONDUIT, DIRECTIONAL BORED	440.00	FT	$0.00

			SANITARY SEWER LINING
108	624	COLS	MOBILIZATION FOR CIPP LINING	1.00	LS	$0.00
109	12921	WEST	BYPASS PUMPING	1.00	LS	$0.00
110	12922	WEST	SEWER CLEANING	3,131.00	FT	$0.00
111	12922	WEST	HEAVY SEWER CLEANING	300.00	FT	$0.00
112	12923	WEST	SEWER VIDEO RECORDING AND INSPECTION	3,131.00	FT	$0.00
113	12925	WEST	CEMENTITIOUS GROUTING	5.00	CF	$0.00
114	12927	WEST	6" DIAMETER SANITARY LATERAL REPAIR, AS DIRECTED	10.00	FT	$0.00
115	12927	WEST	SANITARY SEWER MAIN POINT REPAIR, AS DIRECTED	30.00	FT	$0.00
116	12928	WEST	LATERAL LAUNCH, AS DIRECTED	5.00	EA	$0.00
117	12928	WEST	LATERAL STATUS REPORT	1.00	LS	$0.00
118	12929	WEST	8" CIPP, SANITARY MAIN, 6.0 mm MINIMUM CURED THICKNESS	3,131.00	FT	$0.00

			INCIDENTALS
119	614	COLS	MAINTAINING TRAFFIC	1.00	LS	$0.00
120	614	COLS	STEEL PLATE, MIN 10-FOOT WIDTH EACH SIDE, AS DIRECTED	10,000.00	LB	$0.00
121	623	COLS	CONSTRUCTION LAYOUT STAKES	1.00	LS	$0.00
122	624	COLS	MOBILIZATION	1.00	LS	$0.00
123	624	COLS	MOBILIZATION - CEMENT STABILIZED SUBGRADE, AS PER PLAN	2.00	EA	$0.00
						$0.00
			INFORMAL TOTAL BASE BID, ITEMS 1-123			$0.00
BID ALTERNATE A
	REQUIRES INSTALLATION OF ADDITIONAL STREET LIGHTING CONDUIT
A1	13300	WEST	1.25" SCH 40 PVC CONDUIT, TRENCHED	2,560.00	FT	$0.00

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

Bid Schedule

File details come from the government source that posted it. Updated Feb 27, 2026.