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COLLIN FM 981 (1012-03-027)

Items: 129

County: COLLIN
Length: 10.1070 MILES
Highway: FM 981
District: DALLAS
Control Number: 1012-03-027
DBE Goal: 0.0%
Project: F 2026(992)
Guaranty: $100,000.00
Time: 294 WORKING DAYS
Engineer's Estimate: $18,327,261.60
Date: 1:00 PM AUGUST 06, 2026 (in 5 weeks)
Contract Number: 8263206
Type: REHABILITATE EXISTING ROADWAY
Project ID: A00187792
Contract Type: Federal
Project Description: RECONSTRUCT EXISTING PAVEMENT AND ADD SHOULDERS
Mail/Deliver Bids To:
TEXAS DEPARTMENT OF TRANSPORTATION
ATTN: CONSTRUCTION DIVISION - RM M1C3.02
6230 E STASSNEY LN, AUSTIN, TX 78744
Email All
JENNIFER VORSTER
[email protected]
COLLIN FM 981 (1012-03-027)
Maps
Project Name: N/A
Project: F 2026(992)
Length: 5.3030 MILES
Project Type: CONSTRUCTION
Limits From: COLLIN COUNTY LINE
Limits To: REHABILITATE EXISTING ROADWAY
Project Description: RECONSTRUCT EXISTING PAVEMENT AND ADD SHOULDERS
COLLIN FM 1562 (1492-01-013)
Maps
Project Name: FM 1562 FROM FM 981 TO COLLIN CTYLINE
Project: F 2026(992)
Length: 0.9370 MILES
Project Type: REHABILITATION OF EXISTING ROAD
Limits From: FM 981
Limits To: COLLIN COUNTY LINE
Project Description: RECONSTRUCT EXISTING PAVEMENT AND ADD SHOULDERS
COLLIN FM 981 (1012-03-028)
Maps
Project Name: FM 981 N/S FROM FM 1562 TO COLLIN CTYLN
Project: C 1012-3-28
Length: 3.8670 MILES
Project Type: REHABILITATION OF EXISTING ROAD
Limits From: FM 1562
Limits To: COLLIN COUNTY LINE
Project Description: RECONSTRUCT EXISTING PAVEMENT AND ADD SHOULDERS
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Bid Items & Bid Tabulations

129 Total 0 of 129
COLLIN  |  FM 981  |  DALLAS  |  1012-03-027  |  1:00 PM AUGUST 06, 2026  |  $18,327,261.60  |  F 2026(992)  |  REHAB EXIST ROADWAY  |  294 WORKING DAYS
Item Code
Description
Unit
Quantity
PREPARING ROW
STA 533.330
REMOV CONC (RIPRAP)
CY 0.900
REMOV CONC (DRIVEWAYS)
SY 183.000
RMV (4"-8") TRT/UNTRT BASE & ASPH PAV
SY 3,838.000
RMV (8"-12") TRT/UNTRT BASE & ASPH PAV
SY 2,254.000
RMV (12"-16") TRT/UNTRT BASE & ASPH PAV
SY 9,683.000
RMV (7") TRT/UNTRT BASE & ASPH PAV
SY 267.000
EXCAV (ROADWAY)
CY 27,095.000
EMBANK (FNL)(DC)(TY C)
CY 15,557.000
EMBANK (FNL)(DC)(TY C2)
CY 891.000
BACKFILL (TY A OR B)
STA 533.330
BLADING
STA 533.330
DRILL SEED (PERM_RURAL_CLAY)
SY 346,694.000
DRILL SEED (TEMP_WARM_COOL)
SY 346,694.000
VEGETATIVE WATERING
TGL 103,159.000
FL BS (CMP IN PLC)(TY D GR 1-2) (12")
SY 170,844.000
FL BS (RDWY DEL) (TY D GR 1-2)
TON 23,252.000
REWORK BS MTL (TY C)(12")(ORD COMP)
SY 136,225.000
CEMENT
TON 911.000
CEMENT TRT (EXIST MATL)(6")
SY 5,971.000
CEMENT TRT (EXIST MATL & NEW BASE)(6")
SY 144,576.000
CEMENT TRT (EXIST MATL & NEW BASE)(10")
SY 4,463.000
CEMENT TRT (NEW BASE)(10")
SY 3,900.000
PRIME COAT(MC-30 OR AE-P)
GAL 51,390.000
ASPH (CRS-2P)
GAL 29,128.000
ASPH (RC-250)
GAL 23,302.000
ASPH (AC-15P, AC-20-5TR OR AC-20XP)
GAL 23,302.000
AGGR (TY-B OR L, GR-3)(SAC-B)
CY 1,131.000
AGGR (TY-B OR L, GR-5)
CY 480.000
SP MIXES SP-B PG64-22
TON 249.000
SP MIXES SP-C SAC-B PG64-22
TON 18,812.000
TACK COAT
GAL 1,495.000
FLEXIBLE PAVEMENT STRUCTURE REPAIR(12")
SY 284.000
PLANE ASPH CONC PAV(2")
SY 12,979.000
PLANE ASPH CONC PAV(5")
SY 129,487.000
STRUCT EXCAV
CY 26.000
CUT & RESTORING PAV
SY 451.000
CEM STABIL BKFL
CY 789.000
FLOWABLE BACKFILL
CY 127.000
TRENCH EXCAVATION PROTECTION
LF 703.000
TEMPORARY SPL SHORING
SF 953.000
RIPRAP (CONC)(4 IN)
CY 90.000
RIPRAP (CONC)(6 IN)
CY 1.400
RIPRAP (STONE COMMON)(DRY)(12 IN)
CY 3,735.000
RIPRAP (STONE PROTECTION)(18 IN)
CY 148.000
GABIONS (GALV)
CY 25.000
GABION MATTRESSES (GALV)(18 IN)
SY 47.000
CONC BOX CULV (3 FT X 3 FT)
LF 60.000
CONC BOX CULV (5 FT X 5 FT)
LF 56.000
CONC BOX CULV (5 FT X 5 FT)(EXTEND)
LF 18.000
RC PIPE (CL III)(18 IN)
LF 2,747.000
RC PIPE (CL III)(24 IN)
LF 296.000
RC PIPE (CL III)(30 IN)
LF 748.000
RC PIPE (CL III)(36 IN)
LF 422.000
RC PIPE (CL III)(42 IN)
LF 54.000
RC PIPE (CL III)(48 IN)
LF 164.000
HEADWALL (CH - PW - 0) (DIA= 24 IN)
EA 4.000
HEADWALL (CH - PW - 0) (DIA= 30 IN)
EA 14.000
HEADWALL (CH - PW - 0) (DIA= 36 IN)
EA 12.000
HEADWALL (CH - PW - 0) (DIA= 42 IN)
EA 2.000
HEADWALL (CH - PW - 0) (DIA= 48 IN)
EA 2.000
HEADWALL (CH - PW - S) (DIA= 30 IN)
EA 2.000
HEADWALL (CH - PW - S) (DIA= 48 IN)
EA 2.000
WINGWALL (PW - 1) (HW=6 FT)
EA 1.000
WINGWALL (PW - 1) (HW=7 FT)
EA 3.000
SET (TY II) (18 IN) (RCP) (6: 1) (P)
EA 194.000
SET (TY II) (24 IN) (RCP) (6: 1) (P)
EA 10.000
SET (TY II) (30 IN) (RCP) (6: 1) (P)
EA 7.000
SET (TY II) (36 IN) (RCP) (6: 1) (P)
EA 2.000
SET (TY II) (48 IN) (RCP) (6: 1) (P)
EA 1.000
CLEAN EXIST CULVERTS
EA 3.000
REMOV STR (INLET)
EA 4.000
REMOV STR (SET)
EA 81.000
REMOV STR (WINGWALL)
EA 2.000
REMOV STR (HEADWALL)
EA 6.000
REMOV STR (PIPE)
LF 3,983.000
MOBILIZATION
LS 1.000
BARRICADES, SIGNS AND TRAFFIC HANDLING
MO 18.000
PORTABLE CHANGEABLE MESSAGE SIGN
EA 4.000
TMA (STATIONARY)
DAY 358.000
TMA (MOBILE OPERATION)
HR 358.000
ROCK FILTER DAMS (INSTALL) (TY 3)
LF 2,240.000
ROCK FILTER DAMS (REMOVE)
LF 2,240.000
CONSTRUCTION EXITS (INSTALL) (TY 1)
SY 1,632.000
CONSTRUCTION EXITS (REMOVE)
SY 1,632.000
TEMP SEDMT CONT FENCE (INSTALL)
LF 69,695.000
TEMP SEDMT CONT FENCE (REMOVE)
LF 69,695.000
BIODEG EROSN CONT LOGS (INSTL) (12")
LF 3,223.000
BIODEG EROSN CONT LOGS (REMOVE)
LF 3,223.000
CONSTRUCTING DETOURS (TY1)
SY 491.000
CONSTRUCTING DETOURS (TY2)
SY 286.000
CONSTRUCTING DETOURS (TY3)
SY 349.000
DRIVEWAYS (CONC) (HES)
SY 183.000
DRIVEWAYS (ACP)
SY 12,406.000
MILL RUMBLE STRIPS (ASPHALT) (SHLDR)
LF 96,873.000
MILL RUMBLE STRIPS (ASPH) (CENTERLINE)
LF 48,952.000
MAILBOX INSTALL-S (TWW-POST) TY 4
EA 55.000
MAILBOX INSTALL-D (TWW-POST) TY 4
EA 6.000
MAILBOX INSTALL-M (TWW-POST) TY 4
EA 5.000
IN SM RD SN SUP&AM TY10BWG(1)SA(P)
EA 85.000
IN SM RD SN SUP&AM TY10BWG(1)SA(P-BM)
EA 12.000
IN SM RD SN SUP&AM TY10BWG(1)SA(T)
EA 14.000
IN SM RD SN SUP&AM TY10BWG(1)SA(U)
EA 8.000
IN SM RD SN SUP&AM TYS80(1)SA(U)
EA 3.000
IN SM RD SN SUP&AM TYS80(1)SA(U-BM)
EA 4.000
INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2(BI)
EA 114.000
INSTL OM ASSM (OM-2Z)(WFLX)GND
EA 5.000
WK ZN PAV MRK NON-REMOV (W)6"(SLD)
LF 105,609.000
WK ZN PAV MRK NON-REMOV (W)8"(DOT)
LF 183.000
WK ZN PAV MRK NON-REMOV (W)8"(SLD)
LF 712.000
WK ZN PAV MRK NON-REMOV (W)24"(SLD)
LF 144.000
WK ZN PAV MRK NON-REMOV (Y)6"(SLD)
LF 96,891.000
WK ZN PAV MRK REMOV (W)6"(SLD)
LF 9,619.000
WK ZN PAV MRK REMOV (Y)6"(SLD)
LF 5,155.000
WK ZN PAV MRK SHT TERM (TAB)TY Y-2
EA 1,218.000
REFL PAV MRK TY I (W)6"(DOT)(100MIL)
LF 21.000
REFL PAV MRK TY I (W)8"(DOT)(100MIL)
LF 183.000
REFL PAV MRK TY I (W)8"(SLD)(100MIL)
LF 712.000
REFL PAV MRK TY I (W)24"(SLD)(100MIL)
LF 368.000
REFL PAV MRK TY I (W)(ARROW)(100MIL)
EA 8.000
REFL PAV MRK TY I (W)(WORD)(100MIL)
EA 8.000
PAVEMENT SLER 6"
LF 1,215.000
REFL PAV MRK TY I (W)6"(SLD)(100MIL)
LF 105,609.000
REFL PAV MRK TY I (Y)6"(BRK)(100MIL)
LF 2,220.000
REFL PAV MRK TY I (Y)6"(SLD)(100MIL)
LF 96,891.000
REFL PAV MRKR TY I-C
EA 48.000
REFL PAV MRKR TY II-A-A
EA 1,465.000
ELIM EXT PM & MRKS (4")
LF 1,215.000
REMOVE AND RE-LAY EXISTING STONE RIPRAP
CY 39.000
INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS:
Description Amount
EROSION CONTROL MAINTENANCE: CONTRACTOR FORCE ACCOUNT WORK (PART) $352,918.00
SAFETY CONTINGENCY: CONTRACTOR FORCE ACCOUNT WORK (PART) $352,918.00
Total: $705,836.00