| Name | Total Amount | Place | Over/Under Est | Amt Left From Low Bid | Delta Between Bidders |
|---|---|---|---|---|---|
| Engineer's Estimate | $4,283,347.00 | ||||
| J. LEE MILLIGAN, INC. | $4,695,146.20 | 1 |
9.61%
|
$411,799.20
|
||
| DUININCK, INC. | $5,284,097.99 | 2 |
23.36%
|
$1,000,750.99
|
12.54%
|
$588,951.79
|
|
| GILVIN-TERRILL, LTD. | $5,662,766.69 | 3 |
32.2%
|
$1,379,419.69
|
20.61%
|
$967,620.49
|
7.17%
|
$378,668.70
|
| Subcontractor | Percentage | Amount |
|---|---|---|
| W. S. CONSTRUCTION COMPANY | 11.34% | $532,429.58 |
| ALAMO BROTHERS CONCRETE INC | 3.07% | $144,140.99 |
| HJC FARMS, INC. | 2.72% | $127,707.98 |
| TRP CONSTRUCTION GROUP, LLC | 1.08% | $50,707.58 |
| FC TRAFFIC CONTROL, INC. | 0.43% | $20,189.13 |
| WOLFE CONSTRUCTION GROUP, INCORPORATED | 0.15% | $7,042.72 |
| SURFACE PREPARATION TECHNOLOGIES, LLC | 0.00% | $0.00 |
| Total: | 18.79% | $882,217.98 |
|
COLLINGSWORTH FM 338 | CHILDRESS | 0449-01-024 | 02/01/2024 | $4,283,347 | STP 2024(639)HES | WIDEN ROAD - ADD LANES AND SHOULDERS | 109 WORKING DAYS
|
|||||||
|---|---|---|---|---|---|---|---|
| Item code | Description | Unit | Quantity | Engineer's Estimate | J. LEE MILLIGAN, INC. | DUININCK, INC. | GILVIN-TERRILL, LTD. |
| 100 6002 | PREPARING ROW | STA | 2.000 | $5,000.000 | $4,000.000 | $5,000.000 | $7,500.000 |
| 104 6036 | REMOVING CONC (SIDEWALK OR RAMP) | SY | 700.000 | $50.000 | $40.000 | $32.000 | $145.000 |
| 105 6105 | REMOVING STAB BASE AND ASPH PAV(15") | SY | 250.000 | $35.000 | $19.000 | $60.500 | $270.000 |
| 110 6004 | EXCAVATION (ROADWAY AND CHANNEL) | CY | 120.000 | $30.000 | $30.000 | $64.500 | $145.000 |
| 112 6001 | SUBGRADE WIDENING (ORD COMP) | STA | 207.000 | $550.000 | $900.000 | $2,000.000 | $2,500.000 |
| 132 6007 | EMBANKMENT (FINAL)(ORD COMP)(TY D) | CY | 1,100.000 | $45.000 | $57.000 | $64.000 | $110.000 |
| 134 6004 | BACKFILL (TY A OR B) | STA | 211.000 | $300.000 | $300.000 | $175.000 | $330.000 |
| 164 6034 | DRILL SEEDING (PERM) (RURAL) (SANDY) | AC | 16.000 | $2,000.000 | $515.000 | $550.000 | $466.000 |
| 168 6001 | VEGETATIVE WATERING | MG | 400.000 | $60.000 | $40.000 | $47.500 | $45.000 |
| 216 6001 | PROOF ROLLING | HR | 20.000 | $120.000 | $180.000 | $235.000 | $278.250 |
| 314 6013 | EMULS ASPH (EROSN CONT)(CSS-1H) | GAL | 9,700.000 | $8.000 | $6.000 | $5.150 | $9.000 |
| 354 6002 | PLAN & TEXT ASPH CONC PAV(0" TO 2") | SY | 2,500.000 | $7.000 | $6.950 | $11.000 | $15.000 |
| 401 6001 | FLOWABLE BACKFILL | CY | 65.000 | $350.000 | $425.000 | $455.000 | $250.000 |
| 403 6001 | TEMPORARY SPL SHORING | SF | 500.000 | $100.000 | $80.000 | $130.000 | $65.000 |
| 420 6074 | CL C CONC (MISC) | CY | 98.000 | $6,000.000 | $615.000 | $750.000 | $1,000.000 |
| 432 6045 | RIPRAP (MOW STRIP)(4 IN) | CY | 16.000 | $700.000 | $895.000 | $1,000.000 | $700.000 |
| 450 6019 | RAIL (TY T631LS) | LF | 80.000 | $120.000 | $117.000 | $135.000 | $105.000 |
| 460 6011 | CMP AR (GAL STL DES 4) | LF | 16.000 | $400.000 | $400.000 | $515.000 | $250.000 |
| 462 6054 | CONC BOX CULV (6 FT X 3 FT)(EXTEND) | LF | 60.000 | $2,000.000 | $1,385.000 | $1,700.000 | $900.000 |
| 462 6069 | CONC BOX CULV (9 FT X 6 FT)(EXTEND) | LF | 26.000 | $2,000.000 | $2,655.000 | $2,200.000 | $1,500.000 |
| 464 6008 | RC PIPE (CL III)(36 IN) | LF | 56.000 | $800.000 | $316.000 | $355.000 | $265.000 |
| 464 6009 | RC PIPE (CL III)(42 IN) | LF | 88.000 | $1,000.000 | $425.000 | $420.000 | $300.000 |
| 466 6101 | HEADWALL (CH - PW - 0) (DIA= 36 IN) | EA | 2.000 | $10,000.000 | $28,800.000 | $24,000.000 | $16,000.000 |
| 466 6102 | HEADWALL (CH - PW - 0) (DIA= 42 IN) | EA | 2.000 | $15,000.000 | $33,850.000 | $28,000.000 | $22,000.000 |
| 466 6111 | HEADWALL (CH - PW - A - 0) (DES= 4) | EA | 2.000 | $20,000.000 | $16,800.000 | $30,500.000 | $8,400.000 |
| 466 6151 | WINGWALL (FW - 0) (HW=4 FT) | EA | 2.000 | $10,000.000 | $27,800.000 | $37,000.000 | $17,500.000 |
| 466 6196 | WINGWALL (PW - 2) (HW=7 FT) | EA | 2.000 | $25,000.000 | $67,000.000 | $42,000.000 | $70,000.000 |
| 480 6001 | CLEAN EXIST CULVERTS | EA | 5.000 | $4,000.000 | $5,600.000 | $4,200.000 | $3,255.000 |
| 496 6005 | REMOV STR (WINGWALL) | EA | 4.000 | $2,000.000 | $3,500.000 | $1,600.000 | $1,000.000 |
| 496 6006 | REMOV STR (HEADWALL) | EA | 4.000 | $1,800.000 | $1,750.000 | $1,900.000 | $1,000.000 |
| 496 6043 | REMOV STR (SMALL FENCE) | LF | 120.000 | $10.000 | $15.000 | $13.000 | $12.000 |
| 500 6001 | MOBILIZATION | LS | 1.000 | $342,748.000 | $469,000.000 | $500,000.000 | $570,000.000 |
| 502 6001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 7.000 | $7,500.000 | $35,000.000 | $25,000.000 | $30,000.000 |
| 506 6042 | BIODEG EROSN CONT LOGS (INSTL) (18") | LF | 1,650.000 | $11.000 | $13.500 | $7.250 | $7.000 |
| 529 6008 | CONC CURB & GUTTER (TY II) | LF | 335.000 | $50.000 | $30.000 | $77.000 | $80.000 |
| 531 6001 | CONC SIDEWALKS (4") | SY | 700.000 | $110.000 | $112.000 | $110.000 | $100.000 |
| 531 6013 | CURB RAMPS (TY 10) | EA | 4.000 | $2,500.000 | $1,950.000 | $3,200.000 | $2,500.000 |
| 533 6003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 42,200.000 | $0.500 | $0.300 | $0.060 | $0.360 |
| 533 6004 | RUMBLE STRIPS (CENTERLINE) ASPHALT | LF | 21,100.000 | $0.500 | $0.300 | $0.110 | $0.450 |
| 544 6001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 4.000 | $3,500.000 | $5,000.000 | $5,800.000 | $4,500.000 |
| 552 6001 | WIRE FENCE (TY A) | LF | 100.000 | $40.000 | $50.000 | $58.000 | $45.000 |
| 560 6025 | RELOCATE EXISTING MAILBOX | EA | 1.000 | $500.000 | $475.000 | $480.000 | $425.000 |
| 644 6001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 24.000 | $800.000 | $1,000.000 | $965.000 | $900.000 |
| 644 6068 | RELOCATE SM RD SN SUP&AM TY 10BWG | EA | 41.000 | $700.000 | $1,100.000 | $965.000 | $975.000 |
| 658 6060 | REMOVE DELIN & OBJECT MARKER ASSMS | EA | 52.000 | $30.000 | $16.750 | $25.500 | $15.000 |
| 658 6062 | INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2(BI) | EA | 10.000 | $50.000 | $44.550 | $51.500 | $40.000 |
| 658 6100 | INSTL OM ASSM (OM-2Z)(WFLX)GND(BI) | EA | 12.000 | $100.000 | $140.000 | $130.000 | $125.000 |
| 666 6048 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | LF | 100.000 | $10.000 | $14.000 | $15.500 | $12.500 |
| 666 6225 | PAVEMENT SEALER 6" | LF | 40.000 | $2.000 | $1.100 | $1.300 | $1.000 |
| 666 6309 | RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) | LF | 35,958.000 | $1.000 | $0.750 | $0.820 | $0.660 |
| 666 6318 | RE PM W/RET REQ TY I (Y)6"(BRK)(100MIL) | LF | 1,744.000 | $1.000 | $0.800 | $1.000 | $0.720 |
| 666 6321 | RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) | LF | 31,979.000 | $1.000 | $0.750 | $0.820 | $0.670 |
| 672 6009 | REFL PAV MRKR TY II-A-A | EA | 500.000 | $7.000 | $6.700 | $5.000 | $6.000 |
| 677 6007 | ELIM EXT PAV MRK & MRKS (24") | LF | 100.000 | $5.000 | $4.450 | $3.850 | $4.000 |
| 678 6002 | PAV SURF PREP FOR MRK (6") | LF | 40.000 | $2.000 | $1.100 | $1.300 | $1.000 |
| 3076 6045 | D-GR HMA TY-D SAC-A PG70-28 | TON | 7,494.000 | $145.000 | $195.000 | $225.000 | $236.200 |
| 3076 6066 | TACK COAT | GAL | 8,501.000 | $18.000 | $7.750 | $5.150 | $4.600 |
| 3076 6091 | D-GR HMA TY-B PG70-28 (EXEMPT) | TON | 4,077.000 | $150.000 | $190.000 | $250.000 | $236.200 |
| 6001 6002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | $21,000.000 | $9,600.000 | $15,000.000 | $18,500.000 |
| 6185 6002 | TMA (STATIONARY) | DAY | 215.000 | $300.000 | $560.000 | $250.000 | $515.000 |
| 6185 6005 | TMA (MOBILE OPERATION) | DAY | 19.000 | $300.000 | $1,180.000 | $1,100.000 | $950.000 |
| Totals: | $4,283,347.00 | $4,695,146.20 | $5,284,097.99 | $5,662,766.69 |