2-01-RRSegD-BidForm.xlsx

XLSX spreadsheet 82 KB Posted May 1, 2026

Attached to: 26IFB47 Ronald Reagan Blvd Widening - Segment D
Solicitation number: 26IFB47
Issued by: Williamson County, Texas

About this file

Written by GovTribe AI · May 12, 2026

This is a bid form for a construction project issued by Williamson County, Texas, for the Ronald Reagan Boulevard Widening project, Segment D (consisting of subsections D1 and D2). The project encompasses extensive infrastructure improvements including earthwork, grading, drainage structures, bridges, retaining walls, paving, illumination, traffic signals, signing, striping, environmental work, and traffic control. The bid form contains 382 line items with varying quantities and unit measures, ranging from site preparation and concrete removal to specialized work such as drill shafts, reinforced concrete slabs, prestressed concrete girders, riprap installation, culverts, pipework, electrical conduits, pavement markings, and traffic signal components. Items are distributed across the two segments (D1 and D2) with specific quantities allocated to each. The form requires contractors to insert unit costs for labor and materials, with engineers designated to verify and insert final bid quantities.

Contractors must provide a total bid amount, with the form indicating a base bid total of $2,601,100.00. The bid includes non-bid items with force account provisions for asphalt placement and production bonuses or penalties, ride quality adjustments, void mitigation, and general contingencies totaling approximately $2,299,300.00 across multiple line items. The project incorporates utility work components from the City of Georgetown (Austin) for water and wastewater systems, including pipe installation, fittings, valves, fire hydrants, and manhole adjustments. Key personnel identified on the form include Maria Castanon and James Chamberlin as engineers responsible for inserting bid quantities, and Christen Eschberger as the contractor designee for inserting unit costs. The contract structure indicates separate accounting for segments D1 and D2, allowing for detailed cost tracking by project subsection.

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Other files

File	Type	Posted
13-13-RRSegD2-Final PavementReport.pdf	PDF	May 1, 2026
12-11-RRSegD1-FinalGeotechandPavementReport.pdf	PDF	May 1, 2026
9-08-RRSegD-FormCIQ.pdf	PDF	May 1, 2026
10-09-RRSegD-DebarmentCert.pdf	PDF	May 1, 2026
14-12-RRSegD2-FinalGeotechStructuralReport.pdf	PDF	May 1, 2026
3-02-RRSegD-PCM.pdf	PDF	May 1, 2026
15-Pre-Bid Cancellation Notice 05.07.2026.docx	DOCX document	May 1, 2026
5-05-RRSegD-ChildSupport.pdf	PDF	May 1, 2026
1-001 IFB HNTB Specifications Construction.docx	DOCX document	May 1, 2026
4-03-RRSegD-Plans.pdf	PDF	May 1, 2026
6-04-RRSegD-BidderReference.pdf	PDF	May 1, 2026
11-06-RRSegD-Bid Affidavit.pdf	PDF	May 1, 2026
7-10-RRSegD-AntiBoycottStatement.pdf	PDF	May 1, 2026
8-07-RRSegD-AddAcknowledge.pdf	PDF	May 1, 2026

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Bid Form

	PROJECT:	Ronald Reagan Widening Segment D (D1 & D2)
Maria Castanon: Engineer to Insert Project Name				BIDDER:
	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			D1	D2
	1	100-7002	PREPARING ROW		300.8	STA
Christen Eschberger: Contractor to Insert Unit Cost	$ - 0	129.8	171.0

Maria Castanon: Engineer to Insert Bid Quantity

2 104-7003 REMOV CONC (MOWSTRIP) 290 SY $ - 0 290

Maria Castanon: Engineer to Insert Bid Quantity

3 104-7006 REMOV CONC (RIPRAP) 4857 SY

Christen Eschberger: Contractor to Insert Unit Cost Maria Castanon: Engineer to Insert Bid Quantity

Maria Castanon: Engineer to Insert Bid Quantity $ - 0 4,539 Maria Castanon: Engineer to Insert Bid Quantity James Chamberlin: Engineer to insert Bid Quantity

4	104-7008	REMOV CONC (MEDIANS)	178	SY	$ - 0		178
5	104-7011	REMOV CONC (DRIVEWAYS)	978	SY	$ - 0		978
6	104-7013	REMOV CONC (SIDEWALK, RAMP OR SUP)	463	SY	$ - 0		463
7	104-7016	REMOV CONC (CURB)	1251	LF	$ - 0	1,251

Maria Castanon: Engineer to Insert Bid Quantity

8 104-7017 REMOV CONC (CURB & GUTTER) 3350 LF $ - 0 547

Maria Castanon: Engineer to Insert Bid Quantity

2803
9	110-7001	EXCAV (ROADWAY)	71472	CY

Christen Eschberger: Contractor to Insert Unit Cost Maria Castanon: Engineer to Insert Bid Quantity $ - 0 45,717 Maria Castanon: Engineer to Insert Bid Quantity 25755 Maria Castanon: Engineer to Insert Bid Quantity

	10	110-WC01	EXCAV(UNSUITABLE MATERIAL)	19402	CY	$ - 0		19402
	11	132-7003	EMBANK (FNL)(OC)(TY B)	52009	CY	$ - 0	16005	36004
	12	132-7005	EMBANK (FNL)(OC)(TY C)	50747	CY
Christen Eschberger: Contractor to Insert Unit Cost	$ - 0	16893	33854

Maria Castanon: Engineer to Insert Bid Quantity

13	132-WC01	EMBANK (RPLC)(OC)(TY C)	19402	CY	$ - 0	19402
14	160-WC01	FURNISHING AND PLACING TOPSOIL(4")	326575	SY

Christen Eschberger: Contractor to Insert Unit Cost Maria Castanon: Engineer to Insert Bid Quantity $ - 0 234,713 James Chamberlin: Engineer to insert Bid Quantity 91862 Maria Castanon: Engineer to Insert Bid Quantity

15 161-WC01 EROSION CONTROL COMPOST (3") 81651 SY

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

	$ - 0	58,684
James Chamberlin: Engineer to insert Bid Quantity	22967

James Chamberlin: Engineer to insert Bid Quantity

16 162-WC103 MULCH TOPDRESSING (5") 78217 SY

James Chamberlin: Contractor to Insert Unit Cost Maria Castanon: Engineer to Insert Bid Quantity

James Chamberlin: Engineer to insert Bid Quantity	$ - 0	55,617
James Chamberlin: Engineer to insert Bid Quantity	22600

James Chamberlin: Engineer to insert Bid Quantity

17 164-WC04 SEEDING FOR EROSION CONTROL (TEMP)(COOL)(TY 4) 160899 SY

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

James Chamberlin: Engineer to insert Bid Quantity	$ - 0	115,338
James Chamberlin: Engineer to insert Bid Quantity	45561

James Chamberlin: Engineer to insert Bid Quantity

18 164-WC05 SEEDING FOR EROSION CONTROL (PERM)(WARM)(TY 5) 311239 SY

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Engineer to insert Bid Quantity $ - 0 221,097 James Chamberlin: Engineer to insert Bid Quantity 90142 James Chamberlin: Engineer to insert Bid Quantity

19 164-WC10 SEEDING FOR EROSION CONTROL (TEMP)(WARM)(TY 10) 160899 SY

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

	$ - 0	115,338
James Chamberlin: Engineer to insert Bid Quantity	45561

James Chamberlin: Engineer to insert Bid Quantity

20 166-7002 FERTILIZER 19.50 TON

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

James Chamberlin: Engineer to insert Bid Quantity $ - 0 13.86 James Chamberlin: Engineer to insert Bid Quantity 5.64 James Chamberlin: Engineer to insert Bid Quantity

21 168-WC01 VEGETATIVE WATERING 9449.9 TGL

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity

James Chamberlin: Engineer to insert Bid Quantity $ - 0 6,732.9 James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Engineer to insert Bid Quantity

22 169-7001 SOIL RET BLKT(SL_MOD_CLAY_SHORT) 31934 SY

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

James Chamberlin: Engineer to insert Bid Quantity $ - 0 2135 29799 James Chamberlin: Engineer to insert Bid Quantity

23 247-7178 FL BS (CMP IN PLC)(TY A GR 4)(FINAL POS) 53645 CY

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 25144 28501 James Chamberlin: Engineer to insert Bid Quantity

24 260-7003 LIME (QUICKLIME (LIME SLURRY)) 2903 TON

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 1367 1536 James Chamberlin: Engineer to insert Bid Quantity

25 260-7007 LIME TRT (EXIST MATL)(8") 150864 SY

James Chamberlin: Contractor to Insert Unit Cost James Chamberlin: Engineer to insert Bid Quantity $ - 0 75871 74993 James Chamberlin: Engineer to insert Bid Quantity

26 310-7015 PRIME COAT(MULTI OPTION) 30085 GAL

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 13724 16361 James Chamberlin: Engineer to insert Bid Quantity

27 316-7070 ASPH (AC-15P, HFRS-2P OR CRS-2P) 48139 GAL

James Chamberlin: Contractor to Insert Unit Cost James Chamberlin: Engineer to insert Bid Quantity $ - 0 21959 26180 James Chamberlin: Engineer to insert Bid Quantity

28 316-7187 AGGR (TY-D, GR-5)(SAC-B) 1001 CY

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 458 543 James Chamberlin: Engineer to insert Bid Quantity

29 341-7001 D-GR HMA TY-B PG64-22 50332 TON

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 23573 26759 James Chamberlin: Engineer to insert Bid Quantity

30 341-7050 D-GR HMA TY-D SAC B PG70-22 34244 TON

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Engineer to insert Bid Quantity $ - 0 15443 18801 James Chamberlin: Engineer to insert Bid Quantity

31	354-7002	PLANE & TEXT ASPH CONC PAV (0" TO 2")	17945	SY	$ - 0	8668	9277
32	354-7019	PLANE & TEXT ASPH CONC PAV (2")	30948	SY

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 20396 10552 James Chamberlin: Engineer to insert Bid Quantity

	33	400-7010	CEM STABIL BKFL	454	CY
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	74	380

James Chamberlin: Engineer to insert Bid Quantity

34 401-7001 FLOWABLE BACKFILL 143 CY

James Chamberlin: Contractor to Insert Unit Cost James Chamberlin: Engineer to insert Bid Quantity $ - 0 143 James Chamberlin: Engineer to insert Bid Quantity

35 402-7001 TRENCH EXCAVATION PROTECTION 5211 LF

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

James Chamberlin: Engineer to insert Bid Quantity

	$ - 0	5,135
James Chamberlin: Engineer to insert Bid Quantity	76

James Chamberlin: Engineer to insert Bid Quantity

36	403-7001	TEMPORARY SPL SHORING	8776	SF	$ - 0	8776
37	416-7002	DRILL SHAFT (18 IN)	69	LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 39 30 James Chamberlin: Engineer to insert Bid Quantity

38	416-7006	DRILL SHAFT (36 IN)	422	LF	$ - 0	422
39	416-7007	DRILL SHAFT (42 IN)	202	LF

James Chamberlin: Contractor to Insert Unit Cost James Chamberlin: Engineer to insert Bid Quantity $ - 0 202 James Chamberlin: Engineer to insert Bid Quantity

40 416-7008 DRILL SHAFT (48 IN) 286 LF

James Chamberlin: Contractor to Insert Unit Cost James Chamberlin: Engineer to insert Bid Quantity $ - 0 286 James Chamberlin: Engineer to insert Bid Quantity

41	416-7042	DRILL SHAFT (TRF SIG POLE) (24 IN)	82	LF	$ - 0	36	46
42	416-7044	DRILL SHAFT (TRF SIG POLE) (36 IN)	54	LF	$ - 0	28	26
43	416-7046	DRILL SHAFT (TRF SIG POLE) (48 IN)	307	LF

James Chamberlin: Contractor to Insert Unit Cost $ - 0 66 241 James Chamberlin: Engineer to insert Bid Quantity

44	420-7008	CL A CONC (COLLAR)	9	EA	$ - 0	9
45	420-7013	CL C CONC (ABUT)	127.7	CY

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 55.6 72.1 James Chamberlin: Engineer to insert Bid Quantity

46 420-7023 CL C CONC (CAP) 132.1 CY

James Chamberlin: Contractor to Insert Unit Cost $ - 0 36.4 95.7 James Chamberlin: Engineer to insert Bid Quantity

47 420-7039 CL C CONC (COLUMN) 116.2 CY

Christen Eschberger: Contractor to Insert Unit Cost James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Engineer to insert Bid Quantity $ - 0 36.7 79.5 Maria Castanon: Engineer to Insert Bid Quantity

48	420-7044	CL C CONC (FOOTING)	37.3	CY	$ - 0	37.3
49	420-7067	CL C CONC (MISC)	2.3	CY

Christen Eschberger: Contractor to Insert Unit Cost Maria Castanon: Engineer to Insert Bid Quantity $ - 0 2.3 Maria Castanon: Engineer to Insert Bid Quantity

50 422-7002 REINF CONC SLAB 42569 SF

James Chamberlin: Contractor to Insert Unit Cost Maria Castanon: Engineer to Insert Bid Quantity $ - 0 14761 27808 James Chamberlin: Engineer to insert Bid Quantity

	51	422-7014	APPROACH SLAB	155	CY	$ - 0	79	76
	52	423-7001	RETAINING WALL (MSE)	49437	SF	$ - 0	28129	21308
	53	425-7005	PRESTR CONC GIRDER (TX54)	1792.45	LF	$ - 0	1792.45
	54	425-7006	PRESTR CONC GIRDER (TX62)	3906.00	LF	$ - 0		3906.00
	55	432-7001	RIPRAP (CONC)(4 IN)	5	CY	$ - 0		5
	56	432-7002	RIPRAP (CONC)(5 IN)	95	CY	$ - 0		95
	57	432-7003	RIPRAP (CONC)(6 IN)	1340	CY	$ - 0	1340
	58	432-7007	RIPRAP (CONC)(CL B) (4 IN)	141	CY	$ - 0	141
	59	432-7013	RIPRAP (MOW STRIP) (4 IN)	441	CY	$ - 0	231	210
	60	432-7042	RIPRAP (STONE PROTECTION)(15 IN)	65	CY	$ - 0		65
	61	432-7043	RIPRAP (STONE PROTECTION)(18 IN)	431	CY	$ - 0	269	162
	62	450-7024	RAIL (TY SSTR)	4500.0	LF	$ - 0	3710.0	790.0
	63	450-7025	RAIL (TY SSTR)(HPC)	1314.5	LF	$ - 0	758.0	556.5
	64	450-7032	RAIL (TY C221)	829.0	LF	$ - 0		829.0
	65	450-7033	RAIL (TY C221)(HPC)	547.0	LF	$ - 0		547.0
	66	454-7004	SEALED EXPANSION JOING (4 IN) (SEJ -M)	239	LF	$ - 0	84	155
	67	459-7001	GABIONS (GALV)	35	CY	$ - 0	35
	68	460-7003	CMP (GAL STL 18 IN)	270	LF	$ - 0		270
	69	462-7001	CONC BOX CULV (3 FT X 2 FT)	134	LF	$ - 0	134
	70	462-7004	CONC BOX CULV (4 FT X 3 FT)	1175	LF	$ - 0	1175
	71	462-7005	CONC BOX CULV (4 FT X 4 FT)	753	LF	$ - 0	753
	72	462-7007	CONC BOX CULV (5 FT X 3 FT)	241	LF	$ - 0	241
	73	462-7060	CONC BOX CULV (4 FT X 4 FT) (EXTEND)	104	LF	$ - 0	104
	74	462-7090	CONC BOX CULV (10 FT X 7 FT) (EXTEND)	405	LF	$ - 0		405
	75	464-7003	RC PIPE (CL III)(18 IN)	5702	LF	$ - 0	1098	4604
	76	464-7005	RC PIPE (CL III)(24 IN)	2239	LF	$ - 0	1081	1158
	77	464-7007	RC PIPE (CL III)(30 IN)	463	LF	$ - 0	463
	78	464-7009	RC PIPE (CL III)(36 IN)	1523	LF	$ - 0	1462	61
	79	464-7010	RC PIPE (CL III)(42 IN)	503	LF	$ - 0	416	87
	80	464-7012	RC PIPE (CL III)(54 IN)	188	LF	$ - 0	188
	81	464-7019	RC PIPE (CL IV)(18 IN)	141	LF	$ - 0	141
	82	465-7002	MANH (COMPL)(PRM)(48")	2	EA	$ - 0	2
	83	465-7005	JCTBOX (COMPL)(PJB)(3FTX3FT)	9	EA	$ - 0	4	5
	84	465-7006	JCTBOX (COMPL)(PJB)(4FTX4FT)	10	EA	$ - 0	5	5
	85	465-7008	JCTBOX (COMPL)(PJB)(4FTX5FT)	1	EA	$ - 0	1
	86	465-7010	JCTBOX (COMPL)(PJB)(5FTX6FT)	1	EA	$ - 0	1
	87	465-7011	JCTBOX (COMPL)(PJB)(6FTX6FT)	1	EA	$ - 0	1
	88	465-7012	JCTBOX (COMPL)(PJB)(8FTX8FT)	1	EA	$ - 0	1
	89	465-7015	INLET (COMPL)(PCO)(3FT)(RIGHT)	2	EA	$ - 0	2
	90	465-7018	INLET (COMPL) (PCO) (4FT)(LEFT)	9	EA	$ - 0		9
	91	465-7019	INLET (COMPL) (PCO) (4FT)(RIGHT)	5	EA	$ - 0		5
	92	465-7020	INLET (COMPL) (PCO) (4FT)(BOTH)	1	EA	$ - 0		1
	93	465-7070	INLET (COMPL)(PSL)(RC)(3FTX3FT)	10	EA	$ - 0	10
	94	465-7071	INLET (COMPL)(PSL)(RC)(4FTX4FT)	4	EA	$ - 0	4
	95	465-7072	INLET (COMPL)(PSL)(RC)(3FTX5FT)	3	EA	$ - 0	3
	96	465-7073	INLET (COMPL)(PSL)(RC)(4FTX5FT)	2	EA	$ - 0	2
	97	465-7075	INLET (COMPL)(PSL)(RC)(5FTX6FT)	5	EA	$ - 0	5
	98	465-7076	INLET (COMPL)(PSL)(RC)(6FTX6FT)	2	EA	$ - 0	2
	99	465-7126	INLET (COMPL)(PSL)(FG)(3FTX3FT-3FTX3FT)	4	EA	$ - 0	4
	100	465-7128	INLET (COMPL)(PSL)(FG)(4FTX4FT-4FTX4FT)	3	EA	$ - 0	3
	101	465-7146	INLET (COMPL)(PSL)(SFG)(3FTX3FT-3FTX3FT)	16	EA	$ - 0	16
	102	465-7147	INLET (COMPL)(PSL)(SFG)(4FTX4FT-4FTX4FT)	5	EA	$ - 0	5
	103	465-7158	INLET (COMPL) (PAZD) (FG)(3FTX3FT-3FTX3FT)	2	EA	$ - 0		2
	104	465-7159	INLET (COMPL) (PAZD) (FG)(4FTX4FT-3FTX3FT)	1	EA	$ - 0		1
	105	465-7160	INLET (COMPL) (PAZD) (FG)(4FTX4FT-4FTX4FT)	3	EA	$ - 0		3
	106	465-7162	INLET (COMPL) (PAZD) (FG)(5FTX5FT-4FTX4FT)	3	EA	$ - 0		3
	107	465-7332	JCT BOX (COMPL)(SPL)	1	EA	$ - 0	1
	108	465-7349	INLET (COMPL) (RWI) (TY II)	5	EA	$ - 0		5
	109	466-7103	HEADWALL (CH-PW-O)(DIA=30 IN)	1	EA	$ - 0	1
	110	466-7108	HEADWALL (CH-PW-O)(DIA=54 IN)	1	EA	$ - 0	1
	111	466-7116	HEADWALL (CH-PW-S)(DIA=24 IN)	2	EA	$ - 0	2
	112	466-7118	HEADWALL (CH-PW-S)(DIA=30 IN)	1	EA	$ - 0	1
	113	466-7161	HEADWALL (FW-S)(HW=5 FT)	1	EA	$ - 0	1
	114	466-7173	HEADWALL (PW-1)(HW=3 FT)	1	EA	$ - 0	1
	115	466-7174	HEADWALL (PW-1)(HW=4 FT)	1	EA	$ - 0	1
	116	466-7175	WINGWALL (PW - 1) (HW=5 FT)	2	EA	$ - 0	1	1
	117	466-7176	WINGWALL (PW - 1) (HW=6 FT)	1	EA	$ - 0	1
	118	466-7179	WINGWALL (PW - 1) (HW=9 FT)	2	EA	$ - 0		2
	119	467-7005	SET (TY I) (24 IN) (3:1)( C)	1	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0		1

James Chamberlin: Engineer to insert Bid Quantity

120 467-7006 SET (TY I) (24 IN) (4:1)( C) 3 EA

Christen Eschberger: Contractor to Insert Unit Cost James Chamberlin: Engineer to insert Bid Quantity $ - 0 3 Maria Castanon: Engineer to Insert Bid Quantity

	121	467-7043	SET (TY I) (S=3 FT) (HW=3 FT) (6:1) (P)	1	EA	$ - 0	1
	122	467-7071	SET (TY I) (S=4 FT) (HW=4 FT) (3:1) (C)	1	EA	$ - 0	1
	123	467-7100	SET (TY I) (S=5 FT) (HW=4 FT) (4:1) (C)	1	EA	$ - 0	1
	124	467-7306	SET (TY II) (18 IN) (RCP) (4:1) (C)	7	EA	$ - 0	7
	125	467-7308	SET (TY II) (18 IN) (RCP) (6:1) (P)	9	EA
Christen Eschberger: Contractor to Insert Unit Cost	$ - 0	1	8

Maria Castanon: Engineer to Insert Bid Quantity

	126	467-7326	SET (TY II) (24 IN) (RCP) (4:1) (C)	3	EA	$ - 0	2	1
	127	467-7328	SET (TY II) (24 IN) (RCP) (6:1) (P)	8	EA	$ - 0		8
	128	471-7003	GRATE & FRAME	2	EA	$ - 0	2
	129	471-7006	GRATE AND FRAME (BRIDGE DRAIN)	2	EA	$ - 0	2
	130	479-7001	ADJUSTING MANHOLES	1	EA	$ - 0		1
	131	480-7001	CLEAN EXIST CULVERTS	2	EA	$ - 0		2
	132	481-7013	PIPE (PVC) (SCH 40)(6 IN)	65	LF	$ - 0	65
	133	496-7002	REMOV STR (INLET)	6	EA	$ - 0	6
	134	496-7003	REMOV STR (MANHOLE)	3	EA	$ - 0	3
	135	496-7004	REMOV STR (SET)	27	EA	$ - 0	19	8
	136	496-7005	REMOV STR (WINGWALL)	2	EA	$ - 0		2
	137	496-7006	REMOV STR (HEADWALL)	4	EA	$ - 0	3	1
	138	496-7007	REMOV STR (PIPE)	3278	LF	$ - 0	2690	588
	139	496-7044	REMOV STR (JUNCTION BOX)	4	EA	$ - 0	4
	140	500-7001	MOBILIZATION	1	LS	$ - 0	0.5	0.5
	141	502-7001	BARRICADES, SIGNS AND TRAFFIC HANDLING	49	MO	$ - 0	17	32
	142	503-7002	PORTABLE CHANGEABLE MESSAGE SIGN	6	EA	$ - 0	4	2
	143	505-7001	TMA(STATIONARY)	120	DAY	$ - 0	60	60
	144	505-7003	TMA(MOBILE OPERATION)	90	DAY	$ - 0	45	45
	145	506-7001	ROCK FILTER DAMS (INSTALL) (TY 1)	150	LF	$ - 0	150
	146	506-7002	ROCK FILTER DAMS (INSTALL) (TY 2)	961	LF	$ - 0	781	180
	147	506-7003	ROCK FILTER DAMS (INSTALL) (TY 3)	925	LF	$ - 0	555	370
	148	506-7011	ROCK FILTER DAMS (REMOVE)	2036	LF	$ - 0	1486	550
	149	506-7020	CONSTRUCTION EXITS (INSTALL)(TY 1)	3283	SY	$ - 0	2838	445
	150	506-7024	CONSTRUCTION EXITS (REMOVE)	3283	SY	$ - 0	2838	445
	151	506-7039	TEMP SEDMT CONT FENCE (INSTALL)	22243	LF	$ - 0	7174	15069
	152	506-7041	TEMP SEDMT CONT FENCE (REMOVE)	22243	LF	$ - 0	7174	15069
	153	506-7043	BIODEG EROSN CONT LOGS (INSTL) (8")	850	LF	$ - 0	850
	154	506-7045	BIODEG EROSN CONT LOGS (INSTL) (18")	2470	LF	$ - 0	1480	990
	155	506-7046	BIODEG EROSN CONT LOGS (REMOVE)	3320	LF	$ - 0	2330	990
	156	508-7001	CONSTRUCTING DETOURS	7075	SY	$ - 0	5898	1177
	157	512-7001	PORT CTB (FUR & INST)(SGL SLOPE)(TY 1)	7140	LF	$ - 0	5580	1560
	158	512-7009	PORT CTB (FUR & INST)(LOW PROF)(TY 1)	320	LF	$ - 0	320
	159	512-7010	PORT CTB (FUR & INST)(LOW PROF)(TY 2)	60	LF	$ - 0	60
	160	512-7025	PORT CTB (MOVE)(SGL SLOPE)(TY 1)	10410	LF	$ - 0	7080	3330
	161	512-7049	PORT CTB (REMOVE) (SGL SLP)(TY 1)	7080	LF	$ - 0	5580	1500
	162	512-7057	PORT CTB (REMOVE)(LOW PROF)(TY 1)	320	LF	$ - 0	320
	163	512-7058	PORT CTB (REMOVE)(LOW PROF)(TY 2)	60	LF	$ - 0	60
	164	514-7001	PERM CTB (SGL SLOPE) (TY 1) (42)	2604	LF	$ - 0	2604
	165	529-7001	CONC CURB (TY I)	2794	LF	$ - 0	2794
	166	529-7002	CONC CURB (TY II)	5917	LF	$ - 0	101	5816
	167	529-7015	CONC CURB (TY F2)	197	LF	$ - 0	197
	168	529-7018	CONC CURB & GUTTER (ARMOR CURB)	240	LF	$ - 0	240
	169	529-7022	CONC CURB (TY F3)	1034	LF	$ - 0	1034
	170	530-7006	DRIVEWAYS (CONC)	485	SY	$ - 0		485
	171	530-7015	DRIVEWAYS (BASE)	143	SY	$ - 0		143
	172	531-7001	CONC SIDEWALKS (4")	654	SY	$ - 0	191	463
	173	531-7005	CURB RAMPS (TY 1)	2	EA	$ - 0	2
	174	531-7008	CURB RAMPS (TY 5)	2	EA	$ - 0	2
	175	531-7013	CURB RAMPS (TY 21)	2	EA	$ - 0	2
	176	536-7002	CONC MEDIAN	57	SY	$ - 0		57
	177	540-7001	MTL W-BEAM GD FEN (TIM POST)	6267	LF	$ - 0	4392	1875
	178	540-7005	MTL BEAM GD FEN TRANS (THRIE-BEAM)	8	EA	$ - 0	1	7
	179	540-7013	SHORT RADIUS (28")	24	LF	$ - 0		24
	180	540-7014	DRIVEWAY TERMINAL ANCHOR SECTION	1	EA	$ - 0		1
	181	540-7015	DOWNSTREAM ANCHOR TERMINAL SECTION	12	EA	$ - 0	6	6
	182	540-7028	MTL BEAM GD FEN TRANS (31"-28")	1	EA	$ - 0		1
	183	542-7001	REMOVE METAL BEAM GUARD FENCE	390	LF	$ - 0	390
	184	542-7002	REMOVE TERMINAL ANCHOR SECTION	2	EA	$ - 0	2
	185	544-7001	GUARDRAIL END TREATMENT (INSTALL)	14	EA	$ - 0	7	7
	186	545-7002	CRASH CUSH ATTEN (MOVE & RESET)	27	EA	$ - 0	6	21
	187	545-7004	CRASH CUSH ATTEN (REMOVE)	13	EA	$ - 0	9	4
	188	545-7006	CRASH CUSH ATTEN (INSTL)(L)(N)(TL3)	2	EA	$ - 0	2
	189	545-7014	CRASH CUSH ATTEN (INSTL)(S)(N)(TL3)	4	EA	$ - 0		4
	190	545-7018	CCA (INSTL)(N)(TL3)(WORK ZONE)	9	EA	$ - 0	9
	191	556-7008	PIPE UNDERDRAINS (TY 8)(6")	4029	LF	$ - 0	2435	1594
	192	610-7014	IN RD IL (U/P)(TY 1)(150 W EQ) LED	4	EA	$ - 0	4
	193	618-7030	CONDT (PVC) (SCH 40) (2")	1902	LF	$ - 0	225
James Chamberlin: Engineer to insert Bid Quantity	1677
	194	618-7031	CONDT (PVC) (SCH 40) (2")(BORE)	90	LF	$ - 0	90
	195	618-7036	CONDT (PVC) (SCH 40) (3")	2143	LF	$ - 0	636	1507
	196	618-7037	CONDT (PVC) (SCH 40) (3")(BORE)	880	LF	$ - 0	880
	197	618-7055	CONDT (PVC) (SCH 80) (2") BORE	816	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0		816

James Chamberlin: Engineer to insert Bid Quantity

198 618-7061 CONDT (PVC) (SCH 80) (3") BORE 816 LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 816 James Chamberlin: Engineer to insert Bid Quantity

	199	618-7072	CONDT (RM)(1")	90	LF	$ - 0	90
	200	618-7090	CONDT PREPARE	205	LF	$ - 0	205
	201	620-7003	ELEC. CONDR. (NO.12) BARE	630	LF	$ - 0	630
	202	620-7004	ELEC. CONDR. (NO.12) INSULATED	180	LF	$ - 0	180
	203	620-7007	ELEC. CONDR. (NO.8) BARE	315	LF	$ - 0	315
	204	620-7008	ELEC. CONDR. (NO.8) INSULATED	17598	LF	$ - 0	5158	12440
	205	620-7009	ELEC. CONDR. (NO.6) BARE	4088	LF
Christen Eschberger: Contractor to Insert Unit Cost	$ - 0	1559	2529

Maria Castanon: Engineer to Insert Bid Quantity

206 620-7010 ELEC. CONDR. (NO.6) INSULATED 344 LF

James Chamberlin: Contractor to Insert Unit Cost $ - 0 192 152 James Chamberlin: Engineer to insert Bid Quantity

207 624-7001 GROUND BOX TY A (122311) 6 EA

James Chamberlin: Contractor to Insert Unit Cost Maria Castanon: Engineer to Insert Bid Quantity

James Chamberlin: Engineer to insert Bid Quantity $ - 0 6 James Chamberlin: Engineer to insert Bid Quantity

208	624-7002	GROUND BOX TY A (122311) W/APRON	23	EA	$ - 0	4	19
209	624-7007	GROUND BOX TY D (122311)	1	EA	$ - 0		1
210	624-7008	GROUND BOX TY D (122311) W/APRON	12	EA	$ - 0	9	3
211	628-7148	ELC SRV TY D 120/240 060(NS)SS(E)SP(O)	5	EA	$ - 0	1	4
212	636-7001	ALUMINUM SIGNS (TY A)	105	SF

James Chamberlin: Contractor to Insert Unit Cost $ - 0 105 James Chamberlin: Engineer to insert Bid Quantity

213	644-7001	IN SM RD SN SUP&AM TY10BWG(1)SA(P)	61	EA	$ - 0	45	16
214	644-7004	IN SM RD SN SUP&AM TY10BWG(1)SA(T)	27	EA	$ - 0	12	15
215	644-7026	IN SM RD SN SUP&AM TYS80(1)SA(P-BM)	11	EA	$ - 0	5	6
216	644-7028	IN SM RD SN SUP&AM TYS80(1)SA(T)	5	EA	$ - 0	5
217	644-7031	IN SM RD SN SUP&AM TYS80(1)SA(U)	1	EA	$ - 0	1
218	644-7061	IN BRIDGE MNT CLEARANCE SGN ASSM(TY N)	1	EA	$ - 0	1
219	644-7062	IN BRIDGE MNT CLEARANCE SGN ASSM(TY S)	1	EA	$ - 0	1
220	644-7073	REMOVE SM RD SN SUP&AM	32	EA

James Chamberlin: Contractor to Insert Unit Cost $ - 0 21 11 James Chamberlin: Engineer to insert Bid Quantity

221	644-7075	REMOVE SM RD SN SUP&AM (SIGN ONLY)	11	EA	$ - 0	11
222	658-7003	INSTL DEL ASSM (D-SW)SZ 1(WFLX)GND	11	EA	$ - 0	11
223	658-7012	INSTL DEL ASSM (D-SW)SZ 1(BRF)CTB	26	EA	$ - 0	26
223	658-7015	INSTL DEL ASSM (D-SW) SZ 1 (BRF)GF1	68	EA	$ - 0	28	40
224	658-7031	INSTL DEL ASSM (D-SY) SZ 1 (BRF) CTB	25	EA	$ - 0	25
225	658-7034	INSTL DEL ASSM (D-SY) SZ 1 (BRF)GF1	27	EA	$ - 0	22	5
226	658-7045	INSTL DEL ASSM (D-SW)SZ 1(WFLX)GND	3	EA	$ - 0	3
227	658-7048	INSTL DEL ASSM (D-SW) SZ 1 (BRF)GF2	4	EA	$ - 0	4
228	658-7056	INSTL OM ASSM (OM-2Y)(WC)GND	2	EA	$ - 0	2
229	662-7005	WK ZN PAV MRK NON-REMOV (W)6"(BRK)	5330	LF	$ - 0	5330
230	662-7008	WK ZN PAV MRK NON-REMOV (W)6"(SLD)	30813	LF	$ - 0	30813
231	662-7010	WK ZN PAV MRK NON-REMOV (W)8"(DOT)	381	LF	$ - 0	381
232	662-7012	WK ZN PAV MRK NON-REMOV (W)8"(SLD)	6441	LF	$ - 0	6441
233	662-7017	WK ZN PAV MRK NON-REMOV (W)24"(SLD)	234	LF	$ - 0	234
234	662-7018	WK ZN PAV MRK NON-REMOV (W)(ARROW)	26	EA	$ - 0	26
235	662-7030	WK ZN PAV MRK NON-REMOV (W)(WORD)	10	EA	$ - 0	10
236	662-7038	WK ZN PAV MRK NON-REMOV (Y)6"(SLD)	36156	LF	$ - 0	36156
237	662-7064	WK ZN PAV MRK REMOV (W)4"(SLD)	1047	LF

James Chamberlin: Contractor to Insert Unit Cost $ - 0 1047 James Chamberlin: Engineer to insert Bid Quantity

238 662-7082 WK ZN PAV MRK REMOV (W)(ARROW) 2 EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 2 James Chamberlin: Engineer to insert Bid Quantity

239	662-7097	WK ZN PAV MRK REMOV (Y)4" (SLD)	400	LF	$ - 0		400
240	662-7112	WK ZN PAV MRK SHT TERM (TAB) TY W	6055	EA	$ - 0	2055	4000
241	662-7114	WK ZN PAV MRK SHT TERM (TAB) TY Y-2	3527	EA	$ - 0	1527	2000
242	666-7009	REFL PAV MRK TY I (W)6"(DOT)(100MIL)	2381	LF

James Chamberlin: Contractor to Insert Unit Cost $ - 0 2134 247 James Chamberlin: Engineer to insert Bid Quantity

243 666-7018 REFL PAV MRK TY I (W)8"(DOT)(100MIL) 851 LF

James Chamberlin: Contractor to Insert Unit Cost $ - 0 851 James Chamberlin: Engineer to insert Bid Quantity

244 666-7024 REFL PAV MRK TY I (W)8"(SLD)(100MIL) 18427 LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Engineer to insert Bid Quantity $ - 0 11715 6712 James Chamberlin: Engineer to insert Bid Quantity

245	666-7030	REFL PAV MRK TY I (W)12"(SLD)(100MIL)	1249	LF	$ - 0	1135	114
246	666-7036	REFL PAV MRK TY I (W)24"(SLD)(100MIL)	1000	LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 750 250 James Chamberlin: Engineer to insert Bid Quantity

247 666-7042 REFL PAV MRK TY I (W)(ARROW)(100MIL) 96 EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 57 39 James Chamberlin: Engineer to insert Bid Quantity

248	666-7045	REFL PAV MRK TY I (W)(DBL ARROW)(100MIL)	1	EA	$ - 0	1
249	666-7048	REFL PAV MRK TY I (W)(TPL ARRW)(100MIL)	1	EA	$ - 0	1
250	666-7051	REFL PAV MRK TY I (W)(UTURN ARRW)(100MIL)	2	EA	$ - 0		2
251	666-7066	REFL PAV MRK TY I (W)(WORD)(100MIL)	72	EA

James Chamberlin: Contractor to Insert Unit Cost $ - 0 39 33 James Chamberlin: Engineer to insert Bid Quantity

252 666-7090 REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) 55 EA

James Chamberlin: Contractor to Insert Unit Cost $ - 0 8 47 James Chamberlin: Engineer to insert Bid Quantity

253 666-7114 REFL PAV MRK TY I (Y)8"(SLD)(100MIL) 2518 LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Engineer to insert Bid Quantity $ - 0 2518 James Chamberlin: Engineer to insert Bid Quantity

254	666-7117	REFL PAV MRK TY I (Y)12"(SLD)(100MIL)	904	LF	$ - 0	280	624
255	666-7172	RE PM TY II (W) 6" (BRK)	15490	LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 7160 8330 James Chamberlin: Engineer to insert Bid Quantity

256	666-7173	RE PM TY II (W) 6" (DOT)	2375	LF	$ - 0	2134	241
257	666-7175	RE PM TY II (W) 6" (SLD)	64973	LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 29220 35753 James Chamberlin: Engineer to insert Bid Quantity

258	666-7177	RE PM TY II (W) 8" (DOT)	851	LF	$ - 0	851
259	666-7179	RE PM TY II (W) 8" (SLD)	18447	LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 11735 6712 James Chamberlin: Engineer to insert Bid Quantity

260	666-7182	RE PM TY II (W) 12" (SLD)	1399	LF	$ - 0	1285	114
261	666-7184	RE PM TY II (W) 24" (SLD)	1000	LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 750 250 James Chamberlin: Engineer to insert Bid Quantity

262 666-7186 RE PM TY II (W) (ARROW) 96 EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 57 39 James Chamberlin: Engineer to insert Bid Quantity

263	666-7189	RE PM TY II (W) (UTURN ARROW)	2	EA	$ - 0	2
264	666-7194	RE PM TY II (W) (WORD)	72	EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 39 33 James Chamberlin: Engineer to insert Bid Quantity

265 666-7201 RE PM TY II (W) 36" (YLD TRI) 55 EA

James Chamberlin: Contractor to Insert Unit Cost $ - 0 8 47 James Chamberlin: Engineer to insert Bid Quantity

266 666-7213 RE PM TY II (Y) 6" (SLD) 62415 LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Engineer to insert Bid Quantity $ - 0 30500 31915 James Chamberlin: Engineer to insert Bid Quantity

267	666-7214	RE PM TY II (Y) 8" (SLD)	2518	LF	$ - 0		2518
268	666-7215	RE PM TY II (Y) 12" (SLD)	1528	LF	$ - 0	280	1248
269	666-7266	REF PROF PAV MRK TY I(W)6"(SLD)(100MIL)	64973	LF	$ - 0	29220	35753
270	666-7270	REF PROF PAV MRK TY I(Y)6"(SLD)(100MIL)	62415	LF	$ - 0	30500	31915
271	666-7408	REFL PAV MRK TY I(W)6"(BRK)(100MIL)	15490	LF	$ - 0	7160	8330
272	672-7002	REFL PAV MRKR TY I-C	132	EA	$ - 0	54	78
273	672-7004	REFL PAV MRKR TY II-AA	297	EA	$ - 0	53	244
274	672-7006	REFL PAV MRKR TY II-C-R	1885	EA

James Chamberlin: Contractor to Insert Unit Cost $ - 0 1133 752 James Chamberlin: Engineer to insert Bid Quantity

275 677-7001 ELIM EXT PM & MRKS (4") 45240 LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 44205 1035 James Chamberlin: Engineer to insert Bid Quantity

276	677-7002	ELIM EXT PM & MRKS (6")	2280	LF	$ - 0	2280
277	677-7004	ELIM EXT PM & MRKS (8")	391	LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 391 James Chamberlin: Engineer to insert Bid Quantity

278	677-7008	ELIM EXT PM & MRKS (24")	40	LF	$ - 0	40
279	677-7009	ELIM EXT PM & MRKS (ARROW)	5	EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 3 2 James Chamberlin: Engineer to insert Bid Quantity

280 677-7015 ELIM EXT PM & MRKS (WORD) 3 EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 3

James Chamberlin: Engineer to insert Bid Quantity	281	678-7002	PAV SURF PREP FOR MRK (6")	22300	LF	$ - 0	22300
	282	680--7001	INSTALL HWY TRAF SIGN (FLASH BEACON)	3	EA	$ - 0		3
	283	680-7002	INSTALL HWY TRAF SIGN (ISOLATED)	2	EA

James Chamberlin: Contractor to Insert Unit Cost $ - 0 1 1 James Chamberlin: Engineer to insert Bid Quantity

284 680-7004 REMOVING TRAFFIC SIGNALS 2 EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 2 James Chamberlin: Engineer to insert Bid Quantity

285	680-7011	INSTALL HWY TRF SIG (UPGRADE)	1	EA	$ - 0	1
286	682-7001	VEH SIG SEC (12") LED (GRN)	27	EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 20 7 James Chamberlin: Engineer to insert Bid Quantity

287 682-7002 VEH SIG SEC (12") LED (GRN ARW) 13 EA

James Chamberlin: Contractor to Insert Unit Cost $ - 0 7 6 James Chamberlin: Engineer to insert Bid Quantity

288 682-7003 VEH SIG SEC (12") LED (YEL) 51 EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 20 31 James Chamberlin: Engineer to insert Bid Quantity

289 682-7004 VEH SIG SEC (12") LED (YEL ARW) 11 EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 6 5 James Chamberlin: Engineer to insert Bid Quantity

290 682-7005 VEH SIG SEC (12") LED (RED) 63 EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 20 43 James Chamberlin: Engineer to insert Bid Quantity

291 682-7006 VEH SIG SEC (12") LED (RED ARW) 11 EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity James Chamberlin: Engineer to insert Bid Quantity $ - 0 6 5 James Chamberlin: Engineer to insert Bid Quantity

292	682-7018	PED SIG SEC (LED) (COUNTDOWN)	12	EA	$ - 0	12
293	682-7039	BACKPLATE W/REFL BRDR (3 SEC) ALUM	10	EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 10 James Chamberlin: Engineer to insert Bid Quantity

294 682-7040 BACKPLATE W/REFL BRDR (4 SEC) ALUM 1 EA

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 1 James Chamberlin: Engineer to insert Bid Quantity

295	682-7042	BACKPLATE W/REFL BRDR (3 SEC) (VENT) ALUM	25	EA	$ - 0	25
296	682-7043	BACKPLATE W/REFL BRDR (4 SEC) (VENT) ALUM	2	EA	$ - 0	2
297	682-7050	BACKPLATE W/REFL BRDR (1 SEC) (VENT) ALUM	60	EA	$ - 0		60
298	684-7028	TRF SIG CBL (TYA) (14AWG) (2 CONDR)	2500	LF	$ - 0	2500
299	684-7031	TRF SIG CBL (TYA) (14AWG) (5 CONDR)	16615	LF	$ - 0	7898	8717
300	684-7033	TRF SIG CBL (TYA) (14AWG) (7 CONDR)	1752	LF	$ - 0		1752
301	684-7085	REMOVE TRF SIG CBL	125	LF	$ - 0		125
302	686-7040	INS TRF SIG PL AM(S) 1 ARM (36') LUM&ILSN	1	EA	$ - 0		1
303	686-7044	INS TRF SIG PL AM(S) 1 ARM (40') LUM&ILSN	1	EA	$ - 0		1
304	686-7052	INS TRF SIG PL AM(S) 1 ARM (48') LUM&ILSN	2	EA	$ - 0	2
305	686-7054	INS TRF SIG PL AM(S) 1 ARM (50') ILSN	2	EA	$ - 0	2
306	686-7056	INS TRF SIG PL AM(S) 1 ARM (50') LUM&ILSN	5	EA	$ - 0		5
307	686-7060	INS TRF SIG PL AM(S) 1 ARM (55') LUM&ILSN	4	EA	$ - 0	1	3
308	686-7068	INS TRF SIG PL AM(S) 1 ARM (65') LUM&ILSN	2	EA

James Chamberlin: Contractor to Insert Unit Cost $ - 0 2 James Chamberlin: Engineer to insert Bid Quantity

309	686-7224	INS TRF SIG PL AM(S) 2 ARM (55'-44') LUM&ILSN	1	EA	$ - 0		1
310	686-7313	REMOVE SIG POLE	1	EA	$ - 0	1
311	687-7001	PED POLE ASSEMBLY	10	EA	$ - 0	6	4
312	688-7001	PED DETECT PUSH BUTTON (APS)	8	EA	$ - 0	8
313	688-7003	PED DETECTOR CONTROLLER UNIT	8	EA	$ - 0	8
314	690-7046	INSTALL OF FLASHER CABINET	3	EA	$ - 0		3
315	730-7019	FULL - WIDTH MOWING	9	CYC

James Chamberlin: Contractor to Insert Unit Cost $ - 0 3 6 James Chamberlin: Engineer to insert Bid Quantity

316	WC200-01	ARSENIC REMOVAL - DIPPING VAT	1893	CY	$ - 0	1893
317	462-WC01	ARCH BRIDGE 20' SPAN X 5' RISE	1	LS

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity $ - 0 1 James Chamberlin: Engineer to insert Bid Quantity

318	GT100-01	JELLYFISH WQ MODEL JFPD0806-6-2	3	EA	$ - 0	3
319	GT100-02	JELLYFISH WQ MODEL JFPD0806-7-2	1	EA	$ - 0	1
320	GT-100-03	JELLYFISH WQ MODEL JFPD0808-10-2	2	EA	$ - 0	2
321	5073-7001	WATER QUALITY SAND FILTRATION POND	2	EA

James Chamberlin: Contractor to Insert Unit Cost $ - 0 2

James Chamberlin: Engineer to insert Bid Quantity	322	6001-7003	ILSN (8S)	9	EA	$ - 0	3	6
	323	6001-7005	ILSN (10S)	11	EA	$ - 0	2	9
	324	6005-7001	ITS COM CBL (ETHERNET)	258	LF	$ - 0	258
	325	6006-7007	VIVDS CABLE (INSTALL)	1498	LF	$ - 0	1498
	326	6006-7021	VIVDS PROSR SYS	2	EA	$ - 0	2
	327	6006-7022	VIVDS CNTRL SOFTWARE	1	EA	$ - 0	1
	328	6006-7023	VIVDS CAM ASS VAR LNS(FURN AND INSTAL)	4	EA	$ - 0	4
	329	6006-7026	VIVDS CABLE	980	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0		980

James Chamberlin: Engineer to insert Bid Quantity

330	6007-7001	BBU SYSTEM (EXTERNAL BATTERY CABINET)	5	EA	$ - 0	1	4
331	6018-7005	CCTV FIELD EQUIPMENT	1	EA

James Chamberlin: Contractor to Insert Unit Cost James Chamberlin: Engineer to insert Bid Quantity $ - 0 1 James Chamberlin: Engineer to insert Bid Quantity

City of Georgetown (Austin) Pay Items - WATER
332	501-24	JACKING OR BORING, 24" STEEL PIPE, ASTM A134	547	LF

James Chamberlin: Contractor to Insert Unit Cost

James Chamberlin: Engineer to insert Bid Quantity	$ - 0	547
	333	501-42	JACKING OR BORING, 42" STEEL PIPE, ASTM A134	321	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	169	152
	334	CIP11.06-B	TRENCH EXCAVATION SAFETY PROTECTION SYSTEM (ALL DEPTHS)	2275	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	2053	222
	335	G4.06.D	CONCRETE TRENCH CAP (6" THICK, 2000 PSI)	10	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	10
	336	W1.17.A-24"	PIPE, 24" DIA. DI CL-250, ALL DEPTHS, COMPLETE IN PLACE, INCLUDING EXCAVATION AND BACKFILL	283	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	283
	337	W1.17.AR-24"	PIPE, 24"DIA. DI CL-250 (RESTRAINED), ALL DEPTHS, COMPLETE IN PLACE, INCLUDING EXCAVATION AND BACKFILL.	544	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	544
	338	W2.10.AR-12"	PIPE, 12" DIA. DR-18 C-900 (RESTRAINED), ALL DEPTHS, COMPLETE IN PLACE, INCLUDING EXCAVATION AND BACKFILL	1247	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	1247
	339	W2.10.AR-24"	PIPE, 24" DIA. C-900 DR18(RESTRAINED), ALL DEPTHS, COMPLETE IN PLACE, INCLUDING EXCAVATION AND BACKFILL	796	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	497	299
	340	W2.10.A-24"	PIPE, 24" DIA. PVC C-900 DR18(RESTRAINED), ALL DEPTHS, COMPLETE IN PLACE, INCLUDING EXCAVATION AND BACKFILL	130	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	130
	341	W1.17.C	DUCTILE IRON FITTINGS (C-153 WEIGHT SCHEDULE)	10.20	TON
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	8.96	1.24
	342	W1.17.D-8"X8"	WET CONNECTIONS, 8"X8"	1	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	1
	343	W1.17.D-12"X12"	WET CONNECTIONS, 12"X12"	6	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	6
	344	W1.17.D-24"X24"	WET CONNECTIONS, 24"X24"	11	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	9	2
	345	W3.21.A-12"	VALVES, GATE 12" DIA.	2	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	2
	346	W3.21.A-24"	VALVES, GATE 24" DIA.	1	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	1
	347	W3.21.B	FIRE HYDRANT ASSEMBLY, INCLUDING 6" GATE VALVE, 6" LEAD PIPE, AND FITTINGS	4	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	4
	348	W4.05-24"	ENCASEMENT PIPE, 24" DIA., STEEL	446	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	371	75
	349	W4.05-42"	ENCASEMENT PIPE, 42" DIA., STEEL	343	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	283	60
	350	WW1.13.B-48"CS	STANDARD PRE-CAST MANHOLE W/CIP BASE, 48" DIA. - CEMENT STABLIZED	1	EA	$ - 0	1
	351	WW2.09.A-12"	PIPE, 12" DIA. PVC SDR-26 (ASTM F789), ALL DEPTHS, COMPLETE IN PLACE, INCLUDING EXCAVATION AND BACKFILL	5	LF	$ - 0	5
	352	WW2.09.AR-12"	PIPE, 12" DIA. PVC SDR-26 (ASTM F789) (RESTRAINED), ALL DEPTHS, COMPLETE IN PLACE, INCLUDING EXCAVATION AND BACKFILL	70	LF	$ - 0	70
	353	WW3.05.A-8"	CONNECTING TO EXISTING 8" WASTEWATER LINE	3	EA	$ - 0	1
	354	WW3.05.A-12"	CONNECTING TO EXISTING 12" WASTEWATER LINE	1	EA	$ - 0	1
	355	WW3.05.B	WASTEWATER BYPASS	1	LS	$ - 0	1
	356	SP.W1.17.A-24"	RESTRAIN EXISTING DI PIPE, 24" DIAMETER; INCLUDES BELL OR MECHANICAL JOINT RESTRAINTS AND OTHER INCIDENTALS NECESSARY TO COMPLETE; PIPE SHALL BE RESTRAINED AT A MINIMUM TH ELENGTH OF CALLED FOR ON THE PLANS, BUT SHALL BE RESTRAINED UP TO THE NEXT JOINT.	5	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	5
	357	SP.W2.10.A-8"	RESTRAIN EXISTING PVC PIPE, 8" DIAMETER; INCLUDES BELL OR MECHANICAL JOINT RESTRAINTS AND OTHER INCIDENTALS NECESSARY TO COMPLETE; PIPE SHALL BE RESTRAINED AT A MINIMUM TH ELENGTH OF CALLED FOR ON THE PLANS, BUT SHALL BE RESTRAINED UP TO THE NEXT JOINT.	1	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	1
	358	SP.W2.10.A-12"	RESTRAIN EXISTING PVC PIPE, 12" DIAMETER; INCLUDES BELL OR MECHANICAL JOINT RESTRAINTS AND OTHER INCIDENTALS NECESSARY TO COMPLETE; PIPE SHALL BE RESTRAINED AT A MINIMUM TH ELENGTH OF CALLED FOR ON THE PLANS, BUT SHALL BE RESTRAINED UP TO THE NEXT JOINT.	5	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	5
	359	SP.W2.10.A-24"	RESTRAIN EXISTING PVC PIPE, 24" DIAMETER; INCLUDES BELL OR MECHANICAL JOINT RESTRAINTS AND OTHER INCIDENTALS NECESSARY TO COMPLETE; PIPE SHALL BE RESTRAINED AT A MINIMUM TH ELENGTH OF CALLED FOR ON THE PLANS, BUT SHALL BE RESTRAINED UP TO THE NEXT JOINT.	3	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	1	2
	360	SP.W3.21.C-24"X6"	PRESSURE TAP, 24'X6" (INCLUDING 24' TAPPING SLEEVE, 6" GATE VALVE)	1	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	1
	361	SP.W3.21.E	REMOVE EXISTING GATE VALVE	7	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	7
	362	SP.W3.21.F	REMOVE EXISTING FIRE HYDRANT	3	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	3
	363	SP.W3.21.V	REMOVE EXISTING AIR RELEASE VALVE	1	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	1
	364	SP.W3.21.AGV	ADJUST EXISTING GATE VALVE TO FINAL GRADE	3	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	3
	365	SP.W3.21.AFM	ADJUST EXISTING FORCE MAIN VALVE TO FINAL GRADE	2	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	2
	366	SP.W3.21.RV	REPLACE AND RELOCATE AR VENT PIPE	1	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	1
	367	SP.W4.05-18"	SPLIT ENCASEMENT PIPE, 18" DIA., STEEL	79	LF	$ - 0	79
	368	SP.W4.05-24"	SPLIT ENCASEMENT PIPE, 24" DIA., STEEL	17	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	17
	369	SP.W4.05-30"	SPLIT ENCASEMENT PIPE, 30" DIA., STEEL	21	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	21
	370	SP.W4.05-42"	SPLIT ENCASEMENT PIPE, 42" DIA., STEEL	30	LF
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	30
	City of Georgetown (Austin) Pay Items - WASTEWATER
	371	SP.WW1.13.C	MAJOR MANHOLE HEIGHT ADJUSTMENT	3	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	2	1
	372	SP.WW1.13.D	MINOR MANHOLE HEIGHT ADJUSTMENT	1	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0	1
	373	SP.WW1.13.E	REMOVAL OF EXISTING MANHOLES	2	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0		2
	374	SP.WW2.09.A-8"	RESTRAIN EXISTING PVC PIPE, 8" DIAMETER; INCLUDES BELL OR MECHANICAL JOINT RESTRAINTS AND OTHER INCIDENTALS NECESSARY TO COMPLETE; PIPE SHALL BE RESTRAINED AT A MINIMUM TH ELENGTH OF CALLED FOR ON THE PLANS, BUT SHALL BE RESTRAINED UP TO THE NEXT JOINT.	1	EA	$ - 0	1
	375	SP.WW2.09.A-12"	RESTRAIN EXISTING PVC PIPE, 12" DIAMETER; INCLUDES BELL OR MECHANICAL JOINT RESTRAINTS AND OTHER INCIDENTALS NECESSARY TO COMPLETE; PIPE SHALL BE RESTRAINED AT A MINIMUM TH ELENGTH OF CALLED FOR ON THE PLANS, BUT SHALL BE RESTRAINED UP TO THE NEXT JOINT.	1	EA
James Chamberlin: Contractor to Insert Unit Cost	$ - 0		1

	NON-BID ITEMS TO BE INCLUDED IN BID AND CONTRACT AMOUNT. DO NOT MAKE CHANGES TO THIS SECTION.
	376	341-WC01	FORCE ACCOUNT - ESTIMATED PLACEMENT AND PRODUCTION BONUS / PENALTY (TY B)			435,300	DOL	$ 1.00	$ 435,300.00	203400	231900
	377	341-WC02	FORCE ACCOUNT - ESTIMATED PLACEMENT AND PRODUCTION BONUS / PENALTY (TY D SURFACE)			331,400	DOL	$ 1.00	$ 331,400.00	150600	180800
	378	416-WC01	CORE HOLES FOR BRIDGES			9	EA	$ 200.00	$ 1,800.00	4	5
	379	585-WC01	FORCE ACCOUNT - ESTIMATED RIDE QUALITY BONUS/PENALTY			32,600	DOL	$ 1.00	$ 32,600.00	14400	18200
	380	999-WC01	FORCE ACCOUNT			200,000	DOL	$ 1.00	$ 200,000.00	100000	100000
	381	999-WC02	INTERSECTIONS IMPROVEMENTS			1,500,000	DOL	$ 1.00	$ 1,500,000.00	1500000
	382	999-WC03	FORCE ACCOUNT - VOID MITIGATION			100,000	DOL	$ 1.00	$ 100,000.00		100000
		TOTAL AMOUNT OF BID
					Dollars and
Christen Eschberger: Contractor to Insert Total Amount of Bid in Words		Cents		$ 2,601,100.00

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

File details come from the government source that posted it. Updated May 12, 2026.