| Name | Total Amount | Place | Over/Under Est | Amt Left From Low Bid | Delta Between Bidders |
|---|---|---|---|---|---|
| Engineer's Estimate | $252,053.20 | ||||
| B & MS CONSTRUCTION, INC. | $337,395.19 | 1 |
33.86%
|
$85,341.99
|
||
| SJ&J CONSTRUCTION, LLC | $394,301.00 | 2 |
56.44%
|
$142,247.80
|
16.87%
|
$56,905.81
|
|
| FNH CONSTRUCTION, LLC | $445,824.00 | 3 |
76.88%
|
$193,770.80
|
32.14%
|
$108,428.81
|
13.07%
|
$51,523.00
|
| LUCANIA CONSTRUCTION LLC | $524,636.00 | 4 |
108.14%
|
$272,582.80
|
55.5%
|
$187,240.81
|
17.68%
|
$78,812.00
|
| FOREMOST PAVING, INC. | $535,464.00 | 5 |
112.44%
|
$283,410.80
|
58.71%
|
$198,068.81
|
2.06%
|
$10,828.00
|
|
WILLACY SH0186 | PHARR | 6354-90-001 | 09/09/2020 | $252,053 | RMC - 635490001 | INSTL OF CONC PIPE & RIPRAP | 50 W
|
|||||||||
|---|---|---|---|---|---|---|---|---|---|
| Item code | Description | Unit | Quantity | Engineer's Estimate | B & MS CONSTRUCTION, INC. | SJ&J CONSTRUCTION, LLC | FNH CONSTRUCTION, LLC | LUCANIA CONSTRUCTION LLC | FOREMOST PAVING, INC. |
| 110 6004 | EXCAVATION (ROADWAY AND CHANNEL) | CY | 162.000 | $100.000 | $36.800 | $15.000 | $100.000 | $60.000 | $200.000 |
| 132 6001 | EMBANKMENT (FINAL)(ORD COMP)(TY A) | CY | 66.000 | $30.000 | $35.540 | $100.000 | $100.000 | $180.000 | $250.000 |
| 400 6008 | CUT & RESTORE ASPH PAVING | SY | 147.000 | $50.000 | $260.590 | $100.000 | $200.000 | $300.000 | $150.000 |
| 432 6002 | RIPRAP (CONC)(5 IN) | CY | 141.000 | $400.000 | $552.000 | $700.000 | $550.000 | $320.000 | $525.000 |
| 464 6005 | RC PIPE (CL III)(24 IN) | LF | 448.000 | $100.000 | $90.000 | $130.000 | $105.000 | $190.000 | $125.000 |
| 464 6008 | RC PIPE (CL III)(36 IN) | LF | 264.000 | $100.000 | $125.000 | $190.000 | $150.000 | $330.000 | $140.000 |
| 467 6388 | SET (TY II) (24 IN) (RCP) (3: 1) (C) | EA | 4.000 | $1,000.000 | $2,200.000 | $1,500.000 | $4,500.000 | $3,150.000 | $4,500.000 |
| 467 6448 | SET (TY II) (36 IN) (RCP) (3: 1) (C) | EA | 6.000 | $1,000.000 | $4,500.000 | $3,000.000 | $4,500.000 | $3,200.000 | $5,500.000 |
| 496 6016 | REMOV STR (PIPE) | EA | 1.000 | $1,000.000 | $690.000 | $1,000.000 | $8,000.000 | $8,500.000 | $5,000.000 |
| 500 6001 | MOBILIZATION | LS | 1.000 | $2,500.000 | $25,875.000 | $40,000.000 | $40,000.000 | $33,000.000 | $45,000.000 |
| 502 6001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | $2,500.000 | $5,175.000 | $5,000.000 | $8,500.000 | $16,750.000 | $9,000.000 |
| 540 6010 | MTL W-BEAM GD FEN ADJUSTMENT | LF | 654.000 | $10.000 | $12.650 | $15.000 | $15.000 | $32.000 | $30.000 |
| 662 6041 | WK ZN PAV MRK NON-REMOV (Y)24"(SLD) | LF | 48.000 | $3.000 | $6.330 | $25.000 | $50.000 | $17.750 | $20.000 |
| 666 6303 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 1,872.000 | $0.350 | $0.390 | $3.000 | $2.000 | $1.750 | $2.000 |
| 666 6312 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 240.000 | $0.350 | $0.400 | $3.000 | $2.000 | $1.750 | $2.000 |
| 760 6001 | DITCH CLEANING AND RESHAPING (FOOT) | LF | 75.000 | $20.000 | $5.000 | $15.000 | $100.000 | $50.000 | $55.000 |
| 770 6027 | REMOVE GDRAIL END TRT / REPL WITH SGT | EA | 4.000 | $5,000.000 | $3,059.950 | $3,000.000 | $5,000.000 | $3,725.000 | $3,650.000 |
| 3077 6065 | SP MIXES SP-D SAC-A PG76-22 | TON | 300.000 | $150.000 | $120.000 | $170.000 | $200.000 | $215.000 | $400.000 |
| 6185 6002 | TMA (STATIONARY) | DAY | 20.000 | $200.000 | $186.070 | $100.000 | $350.000 | $470.000 | $300.000 |
| Totals: | $252,053.20 | $337,395.19 | $394,301.00 | $445,824.00 | $524,636.00 | $535,464.00 |