Item Code | Description | % of Total Project | Quantity | Unit | Engineer's Estimate | Low Bidder Item Bid | Amount | Average Item Bid | Median Item Bid |
001.06.001 | CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $2,000) |
0.01
| 1 | LS | $2,000.00 | $2,000.00 |
$2,000.00
| $2,000.00 | $2,000.00 |
001.06.006 | CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
0.03
| 14 | MTH | $500.00 | $500.00 |
$7,000.00
| $500.00 | $500.00 |
001.06.009 | CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
0
| 1 | LS | $1,000.00 | $1,000.00 |
$1,000.00
| $1,000.00 | $1,000.00 |
001.06.011 | IMPLEMENTATION OF THE LTWHP |
0.04
| 1 | LS | $20,000.00 | $10,000.00 |
$10,000.00
| $26,900.17 | $15,700.00 |
001.07.004 | PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $15,000) |
0.06
| 1 | LS | $15,000.00 | $15,000.00 |
$15,000.00
| $15,000.00 | $15,000.00 |
001.07.007 | IMPLEMENTATION OF THE SWPPP |
0.38
| 1 | LS | $35,000.00 | $100,000.00 |
$100,000.00
| $102,666.67 | $100,500.00 |
001.07.009 | RESTORATION OF EXISTING IMPROVEMENTS |
0
| 1 | LS | $20,000.00 | $1.00 |
$1.00
| $95,166.83 | $40,000.00 |
001.07.021 | SHORING OF OPEN EXCAVATIONS |
0.09
| 1 | LS | $450,000.00 | $25,000.00 |
$25,000.00
| $145,525.00 | $114,075.00 |
001.08.005 | OFFICE FACILITIES |
0.13
| 14 | MTH | $5,000.00 | $2,500.00 |
$35,000.00
| $7,450.00 | $5,250.00 |
001.09.003 | MOBILIZATION |
9.48
| 1 | LS | $350,000.00 | $2,500,000.00 |
$2,500,000.00
| $2,006,559.83 | $2,160,004.50 |
306.01.503 | RESTORATION OF PERMANENT SURFACING |
0.36
| 1 | LS | $200,000.00 | $95,000.00 |
$95,000.00
| $233,869.50 | $240,000.00 |
307.03.913 | 1-1/2" ELECTROLIER LIGHTING CONDUIT |
0.07
| 897 | LF | $40.00 | $20.00 |
$17,940.00
| $49.08 | $28.00 |
601.09.011 | TRAFFIC CONTROL |
0.28
| 1 | LS | $200,000.00 | $75,000.00 |
$75,000.00
| $150,916.67 | $131,250.00 |
| DRY WELL MANHOLE SHAFT PER STD PLAN 326, SECTION C-C (CASE 2) ON PLAN DR |
0.59
| 42 | EA | $4,000.00 | $3,700.00 |
$155,400.00
| $4,570.00 | $3,100.00 |
| DRY WELL MANHOLE SHAFT PER STD PLAN 326, SECTION C-C (CASE 1) ON PLAN DR |
0.16
| 16 | EA | $3,000.00 | $2,700.00 |
$43,200.00
| $3,741.67 | $2,650.00 |
| DRILL 72" DIAMETER HOLE |
42.05
| 10507 | LF | $390.00 | $1,055.00 |
$11,084,885.00
| $1,087.17 | $1,052.50 |
| DRAINAGE |
10.91
| 1 | LS | $2,340,110.00 | $2,875,330.00 |
$2,875,330.00
| $2,765,804.00 | $2,692,905.00 |
| FILTRATION UNIT |
1.54
| 1 | LS | $480,000.00 | $405,000.00 |
$405,000.00
| $331,276.67 | $356,830.00 |
| ELECTRICAL WORK |
4.95
| 1 | LS | $588,265.00 | $1,305,000.00 |
$1,305,000.00
| $803,993.80 | $738,474.25 |
| CLASS "D5" GRAVEL PACK (DRY WELL) |
0.68
| 2167 | CY | $100.00 | $83.00 |
$179,861.00
| $130.17 | $85.50 |
| CLASS "C" CEMENT MORTAR GROUT (DRY WELL) |
1.16
| 941 | CY | $275.00 | $325.00 |
$305,825.00
| $338.17 | $332.50 |
| LANDSCAPE AND IRRIGATION |
11.94
| 1 | LS | $2,883,626.00 | $3,147,819.00 |
$3,147,819.00
| $2,664,922.63 | $2,678,478.00 |
| MECHANICAL WORK |
1.78
| 1 | LS | $881,488.00 | $468,300.00 |
$468,300.00
| $610,154.60 | $609,013.30 |
| NO. 3 8X20 SAND PACK (DRY WELL) |
0.30
| 66 | CY | $200.00 | $1,200.00 |
$79,200.00
| $1,029.17 | $1,200.00 |
| BENTONITE TRANSITION SEAL (DRY WELL) |
0.63
| 165 | CY | $150.00 | $1,000.00 |
$165,000.00
| $898.67 | $980.00 |
| 52" SOLID WALL RCP, 2350 D |
1.96
| 3970 | LF | $400.00 | $130.00 |
$516,100.00
| $342.00 | $397.50 |
| 52" PERFORATED WALL RCP, 2350 D |
3.35
| 5890 | LF | $450.00 | $150.00 |
$883,500.00
| $434.17 | $537.50 |
| REMOVE EXISTING SCE PULL BOX |
0
| 4 | EA | $500.00 | $10.00 |
$40.00
| $791.67 | $770.00 |
| REMOVE EXISTING 1-1/2" ELECTROLIER LIGHTING CONDUIT |
0.04
| 968 | LF | $20.00 | $10.00 |
$9,680.00
| $14.67 | $10.00 |
| REMOVE EXISTING 2" ELECTROLIER LIGHTING CONDUIT |
0.03
| 841 | LF | $20.00 | $10.00 |
$8,410.00
| $15.83 | $10.50 |
| 3" ELECTROLIER LIGHTING CONDUIT |
0.07
| 932 | LF | $60.00 | $20.00 |
$18,640.00
| $56.42 | $28.00 |
| TEMPORARY SOUND BARRIER |
0.06
| 1 | LS | $50,000.00 | $15,000.00 |
$15,000.00
| $112,000.00 | $118,500.00 |
| SAFETY GRATE ASSEMBLY (CIRCULAR GRATING, STEEL ANGLES, AND ANCHORS) |
0.39
| 103 | EA | $1,000.00 | $1,000.00 |
$103,000.00
| $1,786.67 | $1,610.00 |
| ROADWAY |
1.46
| 1 | LS | $374,490.00 | $385,101.00 |
$385,101.00
| $292,100.83 | $275,255.50 |
| SIGNING AND STRIPING |
0.17
| 1 | LS | $45,631.30 | $45,641.00 |
$45,641.00
| $44,577.17 | $42,820.50 |
| 17" X 30" X 15" SCE PULL BOX |
0.02
| 3 | EA | $1,000.00 | $2,000.00 |
$6,000.00
| $1,416.67 | $1,500.00 |
| STRUCTURE BACKFILL (DRY WELL) |
0.21
| 1479 | CY | $200.00 | $37.00 |
$54,723.00
| $154.50 | $56.00 |
| STRUCTURE EXCAVATION (DRY WELL) |
0.61
| 1460 | CY | $200.00 | $111.00 |
$162,060.00
| $92.67 | $70.00 |
| STRUCTURE CONCRETE (DRY WELL COVER) |
2.06
| 387 | CY | $1,000.00 | $1,400.00 |
$541,800.00
| $1,662.67 | $1,475.00 |
| TRAFFIC SIGNALS |
0.29
| 1 | LS | $158,496.00 | $77,200.00 |
$77,200.00
| $99,760.00 | $88,800.00 |
| 1/4" X 23 GAUGE VINYL-COATED WELDED WIRE MESH |
1.05
| 92520 | SF | $3.00 | $3.00 |
$277,560.00
| $2.38 | $2.00 |
| DRY WELL MANHOLE SHAFT PER STD PLAN 326, SECTION C-C (CASE 3) ON PLAN DR |
0.60
| 45 | EA | $1,000.00 | $3,500.00 |
$157,500.00
| $3,133.33 | $2,900.00 |
| Total Percent | 100 | | | | Total Amount | $26,359,716.00 | | |