14-1.6 Addendum 2 Bid Table (BT-25FS).xlsx

XLSX spreadsheet 61 KB Posted Aug 12, 2026

Attached to: Construction of T-Hangars
Solicitation number: 2026-15
Issued by: Seminole County, Florida

About this file

Written by GovTribe AI · Sep 30, 2026

Summary: BT-25FS Bid Table for T-Hangar Construction

This is a bid table (Form BT-25FS) for the Suwannee County Board of County Commissioners' procurement of T-hangar construction in Florida. The project encompasses two base bid schedules: an 8-unit T-hangar option and a 6-unit T-hangar option, each with associated additive alternates for asphalt or concrete driveways. The base bid for the 8-unit configuration includes 39 line items spanning site preparation, drainage infrastructure, pavement work, utility installation, hangar building construction, and electrical service. The 6-unit base bid contains 39 similar line items with adjusted quantities for the smaller building footprint. Additive Alternate 1 and 3 address asphalt driveway construction with five items each, while Additive Alternates 2 and 4 provide concrete driveway alternatives with five items each. Work scope includes clearing and grubbing, excavation (ranging from 100 to 1,800 cubic yards depending on schedule), drainage pipe installation (8-inch to 24-inch ADS pipe), pavement marking, seeding and sodding, utility demolition, water line installation (1-inch lines ranging from 380 to 443 linear feet), sanitary sewer conduit (155 to 165 linear feet), and complete hangar building construction with electrical service connections.

Bidders must provide unit prices and total costs for all items without using Excel formulas, submitting responses as text-based entries without special formatting. All editable cells require valid values to constitute a complete bid on each item. The bid table must be submitted in its original Excel format (.xlsx) without structural modifications, with all responses entered using Paste Special as Text. Technical questions regarding bid table content should be directed to the appropriate purchaser, while technical issues should be escalated to Euna Procurement at support.procurement@eunasolutions.com. The document contains encoded security elements and maintains a responsive status tracking system for bid submissions across all line items and basket totals.

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Other files

File	Type	Posted
17-1.8 Addendum 4.pdf	PDF	Aug 12, 2026
12-1.5 Addendum 1.pdf	PDF	Aug 12, 2026
13-1.6 Addendum 2.pdf	PDF	Aug 12, 2026
19-NIA 2026-15.pdf	PDF	Aug 12, 2026
11-0.0 Advertisement.jpg	JPG image	Aug 12, 2026
8-0.6 Geotechnical Report.pdf	PDF	Aug 12, 2026
15-1.7 Addendum 3.pdf	PDF	Aug 12, 2026
2-1.1 Summary Form.pdf	PDF	Aug 12, 2026
6-1.4 Time Allocation Ack.pdf	PDF	Aug 12, 2026
16-0.8 Pre-Bid Signin Sheet.pdf	PDF	Aug 12, 2026
9-0.2 Plans.pdf	PDF	Aug 12, 2026
18-2026-15 Tabulation.pdf	PDF	Aug 12, 2026
4-0.1 Information Instructions.pdf	PDF	Aug 12, 2026
10-0.4 Specifications.pdf	PDF	Aug 12, 2026
5-0.5 CSPP Report.pdf	PDF	Aug 12, 2026
3-1.3 Required Forms.pdf	PDF	Aug 12, 2026
1-0.3 Bond Misc Forms.pdf	PDF	Aug 12, 2026
7-0.7 Topographic Survey.pdf	PDF	Aug 12, 2026

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Instructions

2026-15 Bid Table (BT-25FS)

Instructions

- When pasting content, please use Paste Special as Text without any formatting.

- You can only submit text based responses, please do not use special characters like emojis.

- Please do not change the structure of any of the worksheets. Changing the structure will invalidate your submission.

- Any additional information outside of the given structure of the worksheets will not be visible to the purchaser.

- Please do not save this file in a different format. Saving this file in a different format will invalidate your submission.

- Please follow the instructions provided along with this file to submit it back to Euna Procurement.

- You must bid on every item. To do so, all of the editable cells for the item must contain a valid value.

- Please do not use Excel formulas in your responses.

- If you have any questions regarding the content of this file, please contact the appropriate purchaser.

- If you have any technical problems, please contact Euna Procurement at support.procurement@eunasolutions.com.

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Responses

Responses
0							0
							Numeric
Status		#	Item No.	Item Description	Units	Quantity Required	Unit Price	Total Cost
Helper:ResponseStatus	BidTableItem:BidTableItemID	Helper:BidTableBasketOrderWithItemOrder	BidTableItem:ItemName	BidTableItem:406322	BidTableItem:406323	BidTableItem:406313	BidTableItemResponse:349911	BidTableFormula:174941
Base Bid Schedule 1 (8-Unit T-Hangar)
0	3971541	#1-1

C-100-1

CONTRACTOR QUALITY CONTROL PROGRAM (CQCP)	LS	1		0
	0	3971542	#1-2

C-105-6.1

MOBILIZATION	LS	1		0
	0	3971543	#1-3

C-105-6.2

SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC	LS	1		0
	0	3971544	#1-4

P-101-5.1

ASPHALT PAVEMENT REMOVAL, INCLUDING BASE MATERIAL	SY	360		0
	0	3971545	#1-5

P-101-5.2

REMOVAL OF DRAINAGE PIPE & STRUCTURE	LS	1		0
	0	3971546	#1-6

P-152-4.1

UNCLASSIFIED EXCAVATION	CY	1800		0
	0	3971547	#1-7

P-152-4.2

UNSUITABLE SOIL REMOVAL AND REPLACEMENT	CY	300		0
	0	3971548	#1-8

P-152-4.3

BORROW EXCAVATION (OFF-SITE)	CY	1500		0
	0	3971549	#1-9

P-620-5.1

PAVEMENT MARKING (YELLOW WITH REFLECTIVE MEDIA)	SF	590		0
	0	3971550	#1-10

P-620-5.2

PAVEMENT MARKING (BLACK WITHOUT REFLECTIVE MEDIA)	SF	1170		0
	0	3971551	#1-11

D-701-5.1

8" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING	LF	160		0
	0	3971552	#1-12

D-701-5.2

15" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING	LF	317		0
	0	3971553	#1-13

D-701-5.3

18" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING	LF	82		0
	0	3971554	#1-14

D-701-5.4

24" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING	LF	52		0
	0	3971555	#1-15

D-705-5.1

12-INCH (PERFORATED OR NON-PERFORATED) PVC UNDERDRAIN	LF	533		0
	0	3971556	#1-16

D-705-5.2

UNDERDRAIN CLEANOUT	EA	13		0
	0	3971557	#1-17

D-751-5.1

NYLOPLAST-ADS 15" DRAIN BASINS WITH STANDARD DUCTILE GRATE	EA	9		0
	0	3971558	#1-18

D-751-5.2

NYLOPLAST-ADS 18" DRAIN BASINS WITH STANDARD DUCTILE GRATE	EA	1		0
	0	3971559	#1-19

D-751-5.3

18" MITERED END SECTION	EA	1		0
	0	3971560	#1-20

D-751-5.4

24" MITERED END SECTION	EA	1		0
	0	3971561	#1-21

D-751-5.5

INLET, TYPE D	EA	1		0
	0	3971562	#1-22

D-751-5.6

MODIFIED INLET, TYPE H (2-GRATE) WITH STEEL GRATE	EA	1		0
	0	3971563	#1-23

T-901-5.1

SEEDING AND MULCHING	SY	5700		0
	0	3971564	#1-24

T-904-5.1

SODDING	SY	2980		0
	0	3971565	#1-25

0104-10-3

SEDIMENT BARRIER	LF	430		0
	0	3971566	#1-26

0104-18-1

INLET PROTECTION SYSTEM	EA	13		0
	0	3971567	#1-27

0110-1-1

CLEARING & GRUBBING	LS	1		0
	0	3971568	#1-28

160-4

SUBGRADE STABILIZATION (12" THICK) (LBR=40)	SY	1370		0
	0	3971569	#1-29

285-704

LIME ROCK BASE COURSE (6" THICK) (LBR = 100)	SY	1300		0
	0	3971570	#1-30

334-1-53

SUPERPAVE ASPHALT CONCRETE (2" THICK, SP-12.5)	TON	160		0
	0	3971571	#1-31

530-1

RIPRAP SAND-CEMENT	SY	20		0
	0	3971572	#1-32

901-7-1

#57 GRAVEL STONE (8" THICK) PER FDOT SECTION 901	SY	50		0
	0	3971573	#1-33

1000-1

MISCELLANEOUS UTILITY DEMOLITION	LS	1		0
	0	3971574	#1-34

02623-6

1" WATER LINE, INCLUDING NECESSARY VALVES, SLEEVE, BENDS AND FITTING, COMPLETE IN PLACE	LF	443		0
	0	3971575	#1-35

02623-12

3/4" HOSE BIBB WITH CONNECTION	EA	8		0
	0	3971576	#1-36

02623-13

4" SCH40 PVC CONDUIT SANITARY LINE, INCLUDING NECESSARY VALVES, SLEEVE, BENDS AND FITTING, COMPLETE IN PLACE	LF	155		0
	0	3971577	#1-37

02623-14

SANITARY SEWER CLEANOUT	EA	1		0
	0	3971578	#1-38

13125-1

HANGAR BUILDING - NEW 8-UNIT T-HANGARS WITH SLIDING DOORS (COMPLETE IN PLACE)	LS	1		0
	0	3971579	#1-39

16010-1

ELECTRICAL SERVICE TO BUILDING INCLUDING CONNECTION AND SERVICE ENTRANCE EQUIPMENT (FROM EXISTING PAD MOUNTED TRANSFORMER), INCLUDING ALL APPURTENANCES, CONDUIT, AND WIRES.	LS	1		0
	Basket Total				0
	Additive Alternate 1 (Asphalt Driveways)
	0	3971580	#2-1

P-152-4.1

UNCLASSIFIED EXCAVATION	CY	120		0
	0	3971581	#2-2

P-152-4.3

BORROW EXCAVATION (OFF-SITE)	CY	10		0
	0	3971582	#2-3

160-4

SUBGRADE STABILIZATION (12" THICK) (LBR=40)	SY	830		0
	0	3971583	#2-4

285-704

LIME ROCK BASE COURSE (6" THICK) (LBR = 100)	SY	740		0
	0	3971584	#2-5

334-1-53

SUPERPAVE ASPHALT CONCRETE (2" THICK, SP-12.5)	TON	80		0
	Basket Total				0
	Additive Alternate 2 (Concrete Driveways)
	0	3971591	#3-1

P-152-4.1

UNCLASSIFIED EXCAVATION	CY	160		0
	0	3971592	#3-2

P-152-4.3

BORROW EXCAVATION (OFF-SITE)	CY	10		0
	0	3971593	#3-3

160-4

SUBGRADE STABILIZATION (12" THICK) (LBR=40)	SY	820		0
	0	3971594	#3-4

285-704

LIME ROCK BASE COURSE (6" THICK) (LBR = 100)	SY	730		0
	0	3971595	#3-5

350-4-1

REINFORCED CEMENT CONCRETE PAVEMENT	SY	630		0
	Basket Total				0
	Base Bid Schedule 2 (6-Unit T-Hangar)
	0	3971596	#4-1

C-100-1

CONTRACTOR QUALITY CONTROL PROGRAM (CQCP)	LS	1		0
	0	3971597	#4-2

C-105-6.1

MOBILIZATION	LS	1		0
	0	3971598	#4-3

C-105-6.2

SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC	LS	1		0
	0	3971599	#4-4

P-101-5.1

ASPHALT PAVEMENT REMOVAL, INCLUDING BASE MATERIAL	SY	360		0
	0	3971600	#4-5

P-101-5.2

REMOVAL OF DRAINAGE PIPE & STRUCTURE	LS	1		0
	0	3971601	#4-6

P-152-4.1

UNCLASSIFIED EXCAVATION	CY	1500		0
	0	3971602	#4-7

P-152-4.2

UNSUITABLE SOIL REMOVAL AND REPLACEMENT	CY	250		0
	0	3971603	#4-8

P-152-4.3

BORROW EXCAVATION (OFF-SITE)	CY	1400		0
	0	3971604	#4-9

P-620-5.1

PAVEMENT MARKING (YELLOW WITH REFLECTIVE MEDIA)	SF	570		0
	0	3971605	#4-10

P-620-5.2

PAVEMENT MARKING (BLACK WITHOUT REFLECTIVE MEDIA)	SF	1130		0
	0	3971606	#4-11

D-701-5.1

8" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING	LF	117		0
	0	3971607	#4-12

D-701-5.2

15" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING	LF	299		0
	0	3971608	#4-13

D-701-5.3

18" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING	LF	89		0
	0	3971609	#4-14

D-701-5.4

24" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING	LF	52		0
	0	3971610	#4-15

D-705-5.1

12-INCH (PERFORATED OR NON-PERFORATED) PVC UNDERDRAIN	LF	533		0
	0	3971611	#4-16

D-705-5.2

UNDERDRAIN CLEANOUT	EA	13		0
	0	3971612	#4-17

D-751-5.1

NYLOPLAST-ADS 15" DRAIN BASINS WITH STANDARD DUCTILE GRATE	EA	7		0
	0	3971613	#4-18

D-751-5.2

NYLOPLAST-ADS 18" DRAIN BASINS WITH STANDARD DUCTILE GRATE	EA	1		0
	0	3971614	#4-19

D-751-5.3

18" MITERED END SECTION	EA	1		0
	0	3971615	#4-20

D-751-5.4

24" MITERED END SECTION	EA	1		0
	0	3971616	#4-21

D-751-5.5

INLET, TYPE D	EA	1		0
	0	3971617	#4-22

D-751-5.6

MODIFIED INLET, TYPE H (2-GRATE) WITH STEEL GRATE	EA	1		0
	0	3971618	#4-23

T-901-5.1

SEEDING AND MULCHING	SY	5700		0
	0	3971619	#4-24

T-904-5.1

SODDING	SY	2500		0
	0	3971620	#4-25

0104-10-3

SEDIMENT BARRIER	LF	400		0
	0	3971621	#4-26

0104-18-1

INLET PROTECTION SYSTEM	EA	11		0
	0	3971622	#4-27

0110-1-1

CLEARING & GRUBBING	LS	1		0
	0	3971623	#4-28

160-4

SUBGRADE STABILIZATION (12" THICK) (LBR=40)	SY	1260		0
	0	3971624	#4-29

285-704

LIME ROCK BASE COURSE (6" THICK) (LBR = 100)	SY	1200		0
	0	3971625	#4-30

334-1-53

SUPERPAVE ASPHALT CONCRETE (2" THICK, SP-12.5)	TON	140		0
	0	3971626	#4-31

530-1

RIPRAP SAND-CEMENT	SY	20		0
	0	3971627	#4-32

901-7-1

#57 GRAVEL STONE (8" THICK) PER FDOT SECTION 901	SY	70		0
	0	3971628	#4-33

1000-1

MISCELLANEOUS UTILITY DEMOLITION	LS	1		0
	0	3971629	#4-34

02623-6

1" WATER LINE, INCLUDING NECESSARY VALVES, SLEEVE, BENDS AND FITTING, COMPLETE IN PLACE	LF	380		0
	0	3971630	#4-35

02623-12

3/4" HOSE BIBB WITH CONNECTION	EA	6		0
	0	3971631	#4-36

02623-13

4" SCH40 PVC CONDUIT SANITARY LINE, INCLUDING NECESSARY VALVES, SLEEVE, BENDS AND FITTING, COMPLETE IN PLACE	LF	165		0
	0	3971632	#4-37

02623-14

SANITARY SEWER CLEANOUT	EA	1		0
	0	3971633	#4-38

13125-2

HANGAR BUILDING - NEW 6-UNIT T-HANGARS WITH SLIDING DOORS (COMPLETE IN PLACE)	LS	1		0
	0	3971634	#4-39

16010-1

ELECTRICAL SERVICE TO BUILDING INCLUDING CONNECTION AND SERVICE ENTRANCE EQUIPMENT (FROM EXISTING PAD MOUNTED TRANSFORMER), INCLUDING ALL APPURTENANCES, CONDUIT, AND WIRES.	LS	1		0
	Basket Total				0
	Additive Alternate 3 (Asphalt Driveways)
	0	3971636	#5-1

P-152-4.1

UNCLASSIFIED EXCAVATION	CY	100		0
	0	3971637	#5-2

P-152-4.3

BORROW EXCAVATION (OFF-SITE)	CY	10		0
	0	3971638	#5-3

160-4

SUBGRADE STABILIZATION (12" THICK) (LBR=40)	SY	650		0
	0	3971639	#5-4

285-704

LIME ROCK BASE COURSE (6" THICK) (LBR = 100)	SY	580		0
	0	3971640	#5-5

334-1-53

SUPERPAVE ASPHALT CONCRETE (2" THICK, SP-12.5)	TON	70		0
	Basket Total				0
	Additive Alternate 4 (Concrete Driveways)
	0	3971641	#6-1

P-152-4.1

UNCLASSIFIED EXCAVATION	CY	130		0
	0	3971642	#6-2

P-152-4.3

BORROW EXCAVATION (OFF-SITE)	CY	10		0
	0	3971643	#6-3

160-4

SUBGRADE STABILIZATION (12" THICK) (LBR=40)	SY	650		0
	0	3971644	#6-4

285-704

LIME ROCK BASE COURSE (6" THICK) (LBR = 100)	SY	580		0
	0	3971645	#6-5

350-4-1

REINFORCED CEMENT CONCRETE PAVEMENT	SY	500	0
	Basket Total			0
	Grand Total			0

c252730201b928a41394630fb7a110f4.png

File details come from the government source that posted it. Updated Sep 30, 2026.