6-01-PondSprings-BidForm.xlsx

XLSX spreadsheet 692 KB Posted Feb 26, 2026

Attached to: 26IFB26 Pond Springs Road Area Drainage Improvements
Solicitation number: 26IFB26
Issued by: Williamson County, Texas

About this file

Written by GovTribe AI · Feb 26, 2026

This is a bid form for the Pond Springs Road Area Drainage Improvements project in Williamson County, Texas. The project encompasses construction of a new storm sewer and water line, along with associated pavement finishing and striping work. The bid form itemizes 76 line items across multiple work categories, including mobilization, traffic handling, erosion control, pipe installation (ranging from 2-inch copper to 18-inch RCP), concrete structures (junction boxes, manholes, curb inlets), pavement removal and resurfacing, concrete curb and sidewalk work, and extensive pavement markings and striping. Quantities vary significantly across items, ranging from single units for specialized items such as junction boxes and gate valves to large-scale linear footage requirements, such as 11,052 linear feet for work zone pavement mark removal and 5,115 linear feet for reflectorized thermoplastic pavement markings in yellow. The form includes five force account line items for estimated bonuses or penalties and contingency work, with one item (999-WC01 Soil Retention Blankets) pre-calculated at $25,000.00.

The bid form requires contractors to provide unit costs for each line item, with the total bid amount currently showing $25,000.00, representing only the pre-calculated force account item. All costs for compliance with the Request for Bids, specifications, and contract provisions must be included in the unit prices provided, with no separate compensation offered unless expressly stated. The form designates specific roles for project personnel, including Maria Castanon and James Chamberlin as engineers responsible for inserting bid quantities and specifications, and Christen Eschberger as the contractor responsible for inserting unit costs and the total bid amount. The bid form structure allows for flexible quantity adjustments by engineering personnel prior to final submission, indicating this may be a preliminary or template version pending finalization of actual project quantities.

View the file

Other files

File	Type	Posted
3-08-PondSprings-AntiBoycottStatement.pdf	PDF	Feb 26, 2026
4-05-PondSprings-Bid Affidavit.pdf	PDF	Feb 26, 2026
5-001 IFB HNTB Specifications Construction.docx	DOCX document	Feb 26, 2026
7-06-PondSprings-AddAcknowledgement.pdf	PDF	Feb 26, 2026
8-02-PondSprings-PCM.pdf	PDF	Feb 26, 2026
9-03-PondSprings-Compiled Plans.pdf	PDF	Feb 26, 2026
1-07-PondSprings-FormCIQ.pdf	PDF	Feb 26, 2026
2-04-PondSprings-BidderReference.pdf	PDF	Feb 26, 2026

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Bid Form

	PROJECT:	POND SPRINGS DRAINAGE AREA IMPROVEMENTS
Maria Castanon: Engineer to Insert Project Name			BIDDER:

Christen Eschberger: Contractor to Insert Bidder Name	Full compensation for compliance with each and every provision of the Request for Bids, the Bid, the Specifications, and the Contract will be considered as included in the unit prices for the work set forth below, and no separate payment will be made for compliance with each and every provision of the Request for Bids, the Bid, the Specifications, and the Contract, unless separate payment is expressly provided for therein.
	BID	TECH	DESCRIPTION	BID	UNIT	UNIT COST	AMOUNT BID
	ITEM	SPEC1		QUANTITY	MEASURE
	1	0467-7099	SET (TY I) (S= 5 FT) (HW= 4 FT) (3:1) (C)	2

James Chamberlin: Engineer to insert Bid Quantity

EA		$ - 0
2	0496-7004	REMOV STR (SET)	2

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost	EA		$ - 0
	3	0496-7007	REMOV STR (PIPE)	122

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost	LF		$ - 0
	4	0500-7001	MOBILIZATION	1

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Contractor to Insert Unit Cost

LS		$ - 0
5	0502-7001	BARRICADES, SIGNS AND TRAFFIC HANDLING	7

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost	MO		$ - 0
	6	0503-7002	PORTABLE CHANGEABLE MESSAGE SIGN	2

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost EA James Chamberlin: Contractor to Insert Unit Cost

$ - 0
7	0506 7023	CONSTRUCTION EXITS (INSTALL) (TY 4)	187	SY	$ - 0
8	0512-7009	PORT CTB (FUR & INST)(LOW PROF)(TY 1)	2032

James Chamberlin: Engineer to insert Bid Quantity

LF		$ - 0
9	0512-7010	PORT CTB (FUR & INST)(LOW PROF)(TY 2)	160

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost	LF		$ - 0
	10	0512-7033	PORT CTB (MOVE)(LOW PROF)(TY 1)	621

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost	LF		$ - 0
	11	0512-7034	PORT CTB (MOVE)(LOW PROF)(TY 2)	220

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost

LF		$ - 0
12	0512-7057	PORT CTB (REMOVE)(LOW PROF)(TY 1)	2032

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost	LF		$ - 0
	13	0512-7058	PORT CTB (REMOVE)(LOW PROF)(TY 2)	160

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Contractor to Insert Unit Cost

LF		$ - 0
14	0662-7064	WK ZN PAV MRK REMOV (W)4"(SLD)	11052

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost

LF		$ - 0
15	0662-7070	WK ZN PAV MRK REMOV (W)8"(DOT)	860

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Contractor to Insert Unit Cost LF James Chamberlin: Contractor to Insert Unit Cost

	$ - 0
	16	0662-7072	WK ZN PAV MRK REMOV (W)8"(SLD)	115	LF	$ - 0
	17	0662-7095	WK ZN PAV MRK REMOV (Y)4"(BRK)	2949
James Chamberlin: Engineer to insert Bid Quantity	LF		$ - 0
	18	0662-7097	WK ZN PAV MRK REMOV (Y)4"(SLD)	8807

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost	LF		$ - 0
	19	COA 101S-B	Preparing Right-of-Way	17

Maria Castanon: Engineer to Insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost

STA		$ - 0	PREPARING ROW
20	COA 104S-A	Remove P.C. Concrete Curb		11

James Chamberlin: Engineer to insert Bid Quantity

Christen Eschberger: Contractor to Insert Unit Cost	LF		$ - 0
	21	COA 104S-B	Remove P.C. Concrete Curb	248

Maria Castanon: Engineer to Insert Bid Quantity

Christen Eschberger: Contractor to Insert Unit Cost	SF		$ - 0	PREPARING ROW
	22	COA 104S-C	Remove P.C. Concrete Sidewalks and Driveways		74

Maria Castanon: Engineer to Insert Bid Quantity

Christen Eschberger: Contractor to Insert Unit Cost	SY		$ - 0	PREPARING ROW
	23	COA 312S-A	Seal Coat, (AC-15P, HFRS-2P OR CRS-2P)		2311

Maria Castanon: Engineer to Insert Bid Quantity

Christen Eschberger: Contractor to Insert Unit Cost	GAL		$ - 0	PREPARING ROW
	24	COA 312S-B	Seal Coat, (TY-D GR-5)		50

James Chamberlin: Engineer to insert Bid Quantity

Christen Eschberger: Contractor to Insert Unit Cost	CY		$ - 0
	25	COA 315S-A	Surface Milling	7217

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost	SY		$ - 0
	26	COA 340S-A	Hot Mix Asphaltic Concrete Pavement, TY-D PG70-22	830

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Contractor to Insert Unit Cost

	TON
James Chamberlin: Contractor to Insert Unit Cost	$ - 0
	27	COA 401S-B	Common Structural Excavation	1592	CY	$ - 0
	28	COA 402-A	Controlled Low Strength Material	421	CY	$ - 0
	29	COA 430S-A	P.C. Concrete Curb and Gutter (Excavation)	337
James Chamberlin: Engineer to insert Bid Quantity	LF		$ - 0
	30	COA 432SR-4	Reconstruct Concrete sidewalks to 4 inch thickness, including removal of exisitng sidewalk	69

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost

SF		$ - 0
31	COA 433S-C	Type II P.C. Concrete Driveway	1781

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost

	SF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0
	32	COA 506-J8x8	Junction Box, 8 Ft. x 8 Ft.	5	EA	$ - 0
	33	COA 506-J16x8	Junction Box, 16 Ft. x 8 Ft.	1	EA	$ - 0
	34	COA 506-M4	Standard Pre-cast Manhole w/Pre-cast Base, 4' Dia.	3	EA	$ - 0
	35	COA 508S-I10S	Curb Inlet, Standard, 10ft	3	EA	$ - 0
	36	COA 509S-1	Trench Excavation Safety Protective Systems (all depths)	1406	LF	$ - 0
	37	COA 510-ASD-18-CLV	Pipe, 18" dia., RCP-CL V (all depths)	294	LF	$ - 0
	38	COA 510-AW-2"-W	Pipe, 2" Dia.Copper Type K, Complete in Place, Including Excavation and Backfill	53	LF	$ - 0
	39	COA 510-AWRJ-8"-W	Pipe, 8" Dia. DI CL-350 (Restrained), all depths, Complete in Place, Including Excavation and Backfill	96	LF	$ - 0
	40	COA 510-AWRJ-12"-W	Pipe, 12" Dia. DI CL-350 (Restrained), all depths, Complete in Place, Including Excavation and Backfill	20	LF	$ - 0
	41	COA 510-JW-12"X8"	Wet Connections, 12"x8"	1
James Chamberlin: Engineer to insert Bid Quantity	EA		$ - 0
	42	COA 510-KW	Ductile Iron Fittings (C-110 Weight Schedule)	0.12

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Contractor to Insert Unit Cost

TON		$ - 0
43	COA 511-A-8"	Valves, Gate 8" Dia.	1

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Contractor to Insert Unit Cost EA James Chamberlin: Contractor to Insert Unit Cost

$ - 0
44	COA 559S-5x2	Precast Concrete Box Culverts, 5 FT x 2FT	42	LF	$ - 0
45	COA 559S-5x3	Precast Concrete Box Culverts, 5 FT x 3FT	558	LF	$ - 0
46	COA 559S-5x4	Precast Concrete Box Culverts, 5 FT x 4FT	591	LF	$ - 0
47	COA-602S-A	Bermuda Block Sodding	739	SY	$ - 0
48	COA-639S	Rock Berm	100	LF	$ - 0
49	COA-642S	Silt Fence for Erosion Control	894	LF	$ - 0
50	COA-648S	Mulch Sock	1298	LF	$ - 0
51	COA 705	Remove and Relocate Existing Metal Beam Guard Railing	67

James Chamberlin: Engineer to insert Bid Quantity

	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0
	52	COA 829A-4W	Type I Bicycle Lane Markings 4 inches in width, W in color	4313	LF	$ - 0
	53	COA 829S-B	Type I Bicycle Lane Preferential (directional arrow) Symbol, w in color	21	EA	$ - 0
	54	COA 829S-C	Type I Bicycle Lane (Biker Rider) Symbol, W in color	12	EA	$ - 0
	55	COA 829S-E-4W	Type II Bicycle Lane Markings 4 inch in width, W in color	4313	LF	$ - 0
	56	COA 829S-F	Type II Bicycle Lane Preferential (directional arrow) Symbol, W in color	21	EA	$ - 0
	57	COA 829S-G	Type II Bicycle Lane (Biker Rider) Symbol, W in color	12	EA	$ - 0
	58	COA 863S-3	Reflectorized Pavement Markers (Type II-A-A)	106	EA	$ - 0
	59	COA 863S-5	Reflectorized Pavement Markers (Type II-C-R)	7	EA	$ - 0
	60	COA 871S-A-4W	Reflectorized Type I Thermoplastic Pavement Markings, 4 inches in width, 90 mils in thickness, W in color	531	LF	$ - 0
	61	COA 871S-A-4Y	Reflectorized Type I Thermoplastic Pavement Markings, 4 inches in width, 90 mils in thickness, Y in color	5115	LF	$ - 0
	62	COA 871S-A-8W	Reflectorized Type I Thermoplastic Pavement Markings, 8 inches in width, 90 mils in thickness, W in color	138	LF	$ - 0
	63	COA 871S-A-24W	Reflectorized Type I Thermoplastic Pavement Markings, 24 inches in width, 90 mils in thickness, W in color	70	LF	$ - 0
	64	COA 871S-D	Reflectorized Type I Thermoplastic Pavement Chevrons, 90 mils in thickness, w in color	142	EA	$ - 0
	65	COA 871S-E-4W	Reflectorized Type II Paint Pavement Markings 4 inches in width, W in color	531	LF	$ - 0
	66	COA 871S-E-4Y	Reflectorized Type II Paint Pavement Markings 4 inches in width, Y in color	5115
James Chamberlin: Engineer to insert Bid Quantity	LF		$ - 0
	67	COA 871S-E-8W	Reflectorized Type II Paint Pavement Markings 8 inches in width, W in color	138

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Contractor to Insert Unit Cost

LF		$ - 0
68	COA 871S-E-24W	Reflectorized Type II Paint Pavement Markings 24 inches in width, W in color	70

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost	LF		$ - 0
	69	COA 871S-H	Reflectorized Type II Paint Pavement Chevrons, W in color	142

Maria Castanon: Engineer to Insert Bid Quantity

James Chamberlin: Contractor to Insert Unit Cost

	EA
Christen Eschberger: Contractor to Insert Unit Cost	$ - 0		PREPARING ROW
	70	COA 872S-A	Prefabricated Pavement Markings (Word), W in color	1	EA	$ - 0
	71	COA 872S-B	Trench Excavation Safety Protection System (All Depths)	1	EA	$ - 0
	72	COA 874S-A6	ELIM EXT PAV MRK & MRKS (6")	11000	LF	$ - 0
	73	COA SP510-BW-2"x2" Dia	Water Service Reconnection, including 2” Corporation Stop, Tap to Main, as well as removal of the existing components	1

Maria Castanon: Engineer to Insert Bid Quantity

	EA
Christen Eschberger: Contractor to Insert Unit Cost	$ - 0		PREPARING ROW
	74	COA SP510-JW-AC-8''x8"	AC Pipe Connections, 8" Dia. x 8" Dia.	1	EA	$ - 0
	75	COA SP510-JW-CI-12''x12"	CI Pipe Connections, 12" Dia. x 12" Dia.	1	EA	$ - 0
	76	SP-A400-W8" Dia	Removing Pipe, 8" Diameter, AC Pipe - For Removal at Storm Crossings, Required Restrained Joints, to Existing Couplings, and Other Areas Specified on Plans; Pipe Removal shall include the cost of trench and pavement repairs, Complete and in place; Removal of valves considered subsidiary to cost of pipe removal	92	LF	$ - 0

	NON-BID ITEMS TO BE INCLUDED IN BID AND CONTRACT AMOUNT. DO NOT MAKE CHANGES TO THIS SECTION.
		585-WC01	FORCE ACCOUNT - ESTIMATED RIDE QUALITY BONUS/PENALTY				DOL	$ 1.00	$ - 0
	76	999-WC01	FORCE ACCOUNT			25000	DOL	$ 1.00	$ 25,000.00	SOIL RETENTION BLANKETS (CL 1) (TY C)
		999-WC02	FORCE ACCOUNT - RAILROAD FLAGGERS				DOL	$ 1.00	$ - 0
		3076-WC01	FORCE ACCOUNT - ESTIMATED PLACEMENT AND PRODUCTION BONUS/PENALTY (TY B)				DOL	$ 1.00	$ - 0
		3076-WC02	FORCE ACCOUNT - ESTIMATED PLACEMENT AND PRODUCTION BONUS/PENALTY(TY D SURFACE)				DOL	$ 1.00	$ - 0	SOIL RETENTION BLANKETS (CL 1) (TY C)
		TOTAL AMOUNT OF BID
					Dollars and
Christen Eschberger: Contractor to Insert Total Amount of Bid in Words		Cents		$ 25,000.00

NOTE: THE COURT MAY EITHER REJECT ALL BIDS OR AWARD A CONTRACT TO THE LOWEST AND BEST BID.

Note To User: If Alternate Bid is utilized, include instructions for how to complete the Alternate Bid section.

For example, identify those Items in the Base Bid which are being replaced by the Alternate Items, as applicable.

&"Arial,Bold"BID FORM

WILLIAMSON COUNTY, TEXAS

&9 &X1&XRefer to the Technical Specifications section for a description of the specific reference number. &8Page &P of &N

Sheet1

COA 101S-B

COA 104S-A

COA 104S-B

COA 104S-C

COA 312S-A

COA 312S-B

COA 315S-A

COA 340S-A

COA 430S-A

COA 432SR-4

COA 433S-C

COA 705

0502-7001

0503-7002

0512-7009

0512-7010

0512-7033

0512-7034

0512-7057

0512-7058

0662-7064

0662-7070

0662-7072

0662-7095

0662-7097

COA 874S-A6

0467-7099

0496-6004

0496-6007

COA 401S-B

COA 402-A

COA 506-J8x8

COA 506-J16x8

COA 506-M4

COA 508S-I10S

COA 509S-1

COA 510-ASD-18-CLV

COA 559S-5x2

COA 559S-5x3

COA 559S-5x4

0506 7023

COA-602S-A

COA-639S

COA-642S

COA-648S

COA 829A-4W

COA 829S-B

COA 829S-C

COA 829S-E-4W

COA 829S-F

COA 829S-G

COA 863S-3

COA 863S-5

COA 871S-A-4W

COA 871S-A-4Y

COA 871S-A-8W

COA 871S-A-24W

COA 871S-D

COA 871S-E-4W

COA 871S-E-4Y

COA 871S-E-8W

COA 871S-E-24W

COA 871S-H

COA 872S-A

COA 872S-B

COA 509-A

COA 510-AW-2"-W

COA 510-AWRJ-8"-W

COA 510-AWRJ-12"-W

COA 510-JW-12"X8"

COA 510-KW

COA SP510-BW-2"x2" Dia

COA SP510-JW-AC-8''x8"

COA SP510-JW-CI-12''x12"

COA 511-A-8"

SP-A400-W8" Dia

0500 7001

File details come from the government source that posted it. Updated Feb 26, 2026.