| Name | Total Amount | Place | Over/Under Est | Amt Left From Low Bid | Delta Between Bidders |
|---|---|---|---|---|---|
| Engineer's Estimate | $3,368,914.77 | ||||
| LESNA CONSTRUCTION, INC. | $3,183,455.40 | 1 |
-5.51%
|
-$185,459.37
|
||
| DAN WILLIAMS COMPANY | $3,203,707.85 | 2 |
-4.9%
|
-$165,206.92
|
0.64%
|
$20,252.45
|
|
| INTERNATIONAL EAGLE ENTERPRISES, INC. | $3,643,816.60 | 3 |
8.16%
|
$274,901.83
|
14.46%
|
$460,361.20
|
13.74%
|
$440,108.75
|
| Subcontractor | Percentage | Amount |
|---|---|---|
| PMI PAVEMENT MARKING, LLC | 3.53% | $112,375.98 |
| PROFESSIONAL TRAFFIC CONTROL LLC | 0.40% | $12,733.82 |
| Total: | 3.93% | $125,109.80 |
|
HUDSPETH SH 20 | EL PASO | 0002-04-034 | 02/02/2023 | $3,368,915 | STP 2023(472)HES | HAZARD ELIM & SAFETY | 180 WORKING DAYS
|
|||||||
|---|---|---|---|---|---|---|---|
| Item code | Description | Unit | Quantity | Engineer's Estimate | LESNA CONSTRUCTION, INC. | DAN WILLIAMS COMPANY | INTERNATIONAL EAGLE ENTERPRISES, INC. |
| 100 6002 | PREPARING ROW | STA | 289.600 | $350.000 | $120.000 | $190.000 | $250.000 |
| 112 6003 | SUBGRADE WIDENING (DENS CONT) | SY | 38,388.000 | $4.500 | $4.000 | $5.000 | $2.500 |
| 134 6004 | BACKFILL (TY A OR B) | STA | 374.000 | $185.000 | $150.000 | $275.000 | $200.000 |
| 216 6001 | PROOF ROLLING | HR | 10.900 | $90.000 | $100.000 | $68.000 | $32.000 |
| 247 6230 | FL BS (CMP IN PLACE)(TY A GR 1-2)(8") | SY | 31,793.000 | $20.000 | $20.000 | $17.000 | $12.500 |
| 310 6014 | PRIME COAT (SS-1H) | GAL | 5,079.000 | $6.500 | $7.500 | $5.000 | $8.000 |
| 316 6001 | ASPH (MULTI OPTION) | GAL | 8,835.000 | $7.000 | $7.500 | $5.000 | $8.000 |
| 316 6224 | AGGR(TY-PB GR-4 SAC-B) | CY | 227.000 | $200.000 | $110.000 | $160.000 | $300.000 |
| 351 6002 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") | SY | 134.000 | $62.000 | $60.000 | $120.000 | $50.000 |
| 354 6021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 1,232.000 | $5.000 | $5.000 | $4.000 | $15.000 |
| 354 6134 | PLANE ASPH CONC PAV (0" TO 1/2" MICRO) | SY | 115.000 | $5.000 | $15.000 | $16.000 | $200.000 |
| 416 6001 | DRILL SHAFT (18 IN) | LF | 48.000 | $300.000 | $450.000 | $200.000 | $600.000 |
| 420 6066 | CL C CONC (RAIL FOUNDATION) | CY | 15.500 | $600.000 | $600.000 | $900.000 | $1,500.000 |
| 450 6004 | RAIL (TY T221) | LF | 20.000 | $150.000 | $200.000 | $350.000 | $200.000 |
| 450 6055 | RAIL (TY T221) (MOD) | LF | 73.000 | $250.000 | $200.000 | $225.000 | $250.000 |
| 451 6005 | RETROFIT RAIL (TY T221) | LF | 12.000 | $150.000 | $150.000 | $600.000 | $1,000.000 |
| 500 6001 | MOBILIZATION | LS | 1.000 | $178,985.120 | $150,000.000 | $208,000.000 | $340,000.000 |
| 502 6001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 10.000 | $10,000.000 | $10,000.000 | $15,000.000 | $15,000.000 |
| 506 6038 | TEMP SEDMT CONT FENCE (INSTALL) | LF | 19,113.000 | $4.000 | $4.000 | $2.000 | $4.500 |
| 506 6039 | TEMP SEDMT CONT FENCE (REMOVE) | LF | 19,113.000 | $1.000 | $1.000 | $0.500 | $1.000 |
| 533 6004 | RUMBLE STRIPS (CENTERLINE) ASPHALT | LF | 29,808.000 | $1.000 | $0.350 | $0.180 | $1.750 |
| 540 6001 | MTL W-BEAM GD FEN (TIM POST) | LF | 350.000 | $32.500 | $50.000 | $30.000 | $40.000 |
| 540 6006 | MTL BEAM GD FEN TRANS (THRIE-BEAM) | EA | 4.000 | $3,500.000 | $3,500.000 | $2,600.000 | $2,500.000 |
| 542 6001 | REMOVE METAL BEAM GUARD FENCE | LF | 225.000 | $7.500 | $4.000 | $4.500 | $5.000 |
| 542 6003 | REMOVE DOWNSTREAM ANCHOR TERMINAL | EA | 2.000 | $400.000 | $450.000 | $350.000 | $500.000 |
| 544 6001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 4.000 | $4,000.000 | $3,900.000 | $3,200.000 | $3,500.000 |
| 544 6003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 2.000 | $500.000 | $500.000 | $350.000 | $500.000 |
| 545 6013 | CRASH CUSH ATTEN (INSTL)(R)(N)(TL3) | EA | 4.000 | $10,000.000 | $12,000.000 | $28,000.000 | $32,000.000 |
| 560 6025 | RELOCATE EXISTING MAILBOX | EA | 15.000 | $450.000 | $200.000 | $650.000 | $800.000 |
| 644 6001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 9.000 | $850.000 | $750.000 | $1,100.000 | $1,000.000 |
| 644 6004 | IN SM RD SN SUP&AM TY10BWG(1)SA(T) | EA | 3.000 | $925.000 | $750.000 | $1,200.000 | $1,100.000 |
| 644 6007 | IN SM RD SN SUP&AM TY10BWG(1)SA(U) | EA | 1.000 | $1,000.000 | $850.000 | $1,350.000 | $1,000.000 |
| 644 6030 | IN SM RD SN SUP&AM TYS80(1)SA(T) | EA | 1.000 | $1,400.000 | $850.000 | $1,450.000 | $1,000.000 |
| 644 6068 | RELOCATE SM RD SN SUP&AM TY 10BWG | EA | 12.000 | $850.000 | $500.000 | $890.000 | $800.000 |
| 644 6076 | REMOVE SM RD SN SUP&AM | EA | 14.000 | $135.000 | $140.000 | $100.000 | $250.000 |
| 658 6047 | INSTL OM ASSM (OM-2Y)(WC)GND | EA | 19.000 | $75.000 | $50.000 | $90.000 | $54.000 |
| 658 6060 | REMOVE DELIN & OBJECT MARKER ASSMS | EA | 19.000 | $25.000 | $10.000 | $40.000 | $25.000 |
| 666 6041 | REFL PAV MRK TY I (W)12"(SLD)(090MIL) | LF | 525.000 | $3.750 | $7.500 | $6.500 | $10.000 |
| 666 6285 | REF PROF PAV MRK TY I(W)6"(SLD)(090MIL) | LF | 60,116.000 | $0.700 | $1.750 | $1.500 | $1.750 |
| 666 6308 | RE PM W/RET REQ TY I (W)6"(SLD)(090MIL) | LF | 2,148.000 | $0.650 | $1.200 | $1.120 | $2.000 |
| 666 6317 | RE PM W/RET REQ TY I (Y)6"(BRK)(090MIL) | LF | 7,363.000 | $1.000 | $1.300 | $1.150 | $2.000 |
| 666 6320 | RE PM W/RET REQ TY I (Y)6"(SLD)(090MIL) | LF | 5,290.000 | $0.750 | $1.200 | $1.100 | $2.000 |
| 672 6009 | REFL PAV MRKR TY II-A-A | EA | 442.000 | $4.000 | $6.250 | $5.350 | $10.000 |
| 677 6028 | ELIM EXT PV MRK & MRKS (RUMBLE STRIP) | LF | 57,916.000 | $1.000 | $0.350 | $0.300 | $0.800 |
| 3077 6052 | SP MIXES SP-D SAC-A PG70-22 | TON | 8,543.000 | $145.000 | $140.000 | $135.000 | $158.000 |
| 3077 6054 | SP MIXES SP-D SAC-A PG70-22 (LEVEL-UP) | TON | 286.000 | $300.000 | $200.000 | $200.000 | $200.000 |
| 3077 6075 | TACK COAT | GAL | 3,220.000 | $7.000 | $7.500 | $5.000 | $8.000 |
| 3085 6001 | UNDERSEAL COURSE | GAL | 20,615.000 | $7.000 | $7.500 | $5.000 | $8.000 |
| 6001 6001 | PORTABLE CHANGEABLE MESSAGE SIGN | DAY | 180.000 | $125.000 | $140.000 | $110.000 | $100.000 |
| 6185 6002 | TMA (STATIONARY) | DAY | 168.000 | $200.000 | $125.000 | $300.000 | $150.000 |
| Totals: | $3,368,914.77 | $3,183,455.40 | $3,203,707.85 | $3,643,816.60 |