| Item Code | Description | % of Total Project | Quantity | Unit | Engineer's Estimate | Low Bidder Item Bid | Amount | Average Item Bid | Median Item Bid |
| 001.06.002 | CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $2,500) |
0.08
| 1 | LS | $2,500.00 | $2,500.00 |
$2,500.00
| $2,500.00 | $2,500.00 |
| 001.06.006 | CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
0.08
| 5 | MTH | $500.00 | $500.00 |
$2,500.00
| $500.00 | $500.00 |
| 001.06.009 | CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
0.03
| 1 | LS | $1,000.00 | $1,000.00 |
$1,000.00
| $1,000.00 | $1,000.00 |
| 001.06.011 | IMPLEMENTATION OF THE LTWHP |
1.43
| 1 | LS | $10,000.00 | $45,000.00 |
$45,000.00
| $24,428.57 | $20,000.00 |
| 001.06.013 | PARTNERING (ALLOWANCE OF $10,000) |
0.32
| 10000 | AL | $1.00 | $1.00 |
$10,000.00
| $1.00 | $1.00 |
| 001.07.005 | PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $2,500) |
0.08
| 1 | LS | $2,500.00 | $2,500.00 |
$2,500.00
| $2,500.00 | $2,500.00 |
| 001.07.007 | IMPLEMENTATION OF THE SWPPP |
1.91
| 1 | LS | $20,000.00 | $60,000.00 |
$60,000.00
| $29,585.71 | $25,000.00 |
| 001.08.005 | OFFICE FACILITIES |
0.95
| 6 | MTH | $5,000.00 | $5,000.00 |
$30,000.00
| $6,214.29 | $5,000.00 |
| 001.09.003 | MOBILIZATION |
4.77
| 1 | LS | $329,010.00 | $150,000.00 |
$150,000.00
| $264,142.86 | $298,000.00 |
| 300.01.003 | CLEARING AND GRUBBING |
0.32
| 1 | LS | $10,000.00 | $10,000.00 |
$10,000.00
| $89,582.86 | $25,000.00 |
| 300.01.005 | ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
0.20
| 9 | EA | $1,200.00 | $700.00 |
$6,300.00
| $1,900.00 | $2,000.00 |
| 300.01.014 | TREE REMOVAL (13"-24" DIAMETER) |
0.33
| 8 | EA | $2,500.00 | $1,300.00 |
$10,400.00
| $1,436.43 | $1,375.00 |
| 300.01.015 | TREE REMOVAL (25"+ DIAMETER) |
0.05
| 1 | EA | $4,000.00 | $1,700.00 |
$1,700.00
| $1,837.00 | $1,700.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
5.14
| 521 | CY | $300.00 | $310.00 |
$161,510.00
| $325.29 | $310.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
5.48
| 472 | CY | $195.00 | $365.00 |
$172,280.00
| $227.29 | $190.00 |
| 301.01.003 | UNCLASSIFIED EXCAVATION (ROADWAY) |
7.11
| 2982 | CY | $100.00 | $75.00 |
$223,650.00
| $95.64 | $89.50 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
2.99
| 627 | CY | $200.00 | $150.00 |
$94,050.00
| $208.71 | $174.00 |
| 301.03.011 | CEMENT STABILIZED PULVERIZED BASE, 12" THICK |
4.54
| 18537 | SY | $10.00 | $7.70 |
$142,734.90
| $11.40 | $12.00 |
| 301.03.013 | PORTLAND CEMENT FOR CSPB |
4.62
| 660 | TON | $250.00 | $220.00 |
$145,200.00
| $245.66 | $239.60 |
| 302.01.005 | COLD MILL AC PAVEMENT (0 - 1-1/2") |
0.12
| 1300 | SF | $2.00 | $3.00 |
$3,900.00
| $4.36 | $5.00 |
| 302.05.013 | AC PAVEMENT |
10.46
| 2695 | TON | $230.00 | $122.00 |
$328,790.00
| $144.23 | $140.60 |
| 302.05.014 | AC PAVEMENT(PATCH BACK) |
0.38
| 48 | TON | $380.00 | $250.00 |
$12,000.00
| $339.71 | $316.00 |
| 302.05.023 | RECONSTRUCT MANHOLE |
2.15
| 25 | EA | $3,000.00 | $2,700.00 |
$67,500.00
| $3,235.71 | $2,850.00 |
| 302.09.003 | ASPHALT RUBBER HOT MIX |
8.33
| 1496 | TON | $180.00 | $175.00 |
$261,800.00
| $174.50 | $165.00 |
| 303.01.365 | CURB DRAIN PER STD PLAN 150, N=1, CASE 2 INLET |
0.03
| 1 | EA | $4,000.00 | $1,000.00 |
$1,000.00
| $3,323.57 | $2,050.00 |
| 303.01.368 | PARKWAY DRAIN PER STD PLAN 151, S=36", INLET TYPE 2 |
0.32
| 1 | EA | $6,000.00 | $10,000.00 |
$10,000.00
| $12,764.29 | $12,000.00 |
| 303.05.003 | PCC CURB, TYPE A1-6 |
0.19
| 165 | LF | $65.00 | $37.00 |
$6,105.00
| $47.89 | $52.20 |
| 303.05.004 | PCC CURB, TYPE A1-8 |
0.13
| 106 | LF | $65.00 | $40.00 |
$4,240.00
| $52.14 | $54.00 |
| 303.05.009 | PCC CURB & GUTTER, TYPE A2-6 |
0.96
| 736 | LF | $70.00 | $41.00 |
$30,176.00
| $60.04 | $58.00 |
| 303.05.010 | PCC CURB & GUTTER, TYPE A2-8 |
2.09
| 1585 | LF | $70.00 | $41.50 |
$65,777.50
| $61.67 | $60.00 |
| 303.05.047 | PCC WALK & DRIVEWAYS, 4" THICK |
2.15
| 7955 | SF | $14.00 | $8.50 |
$67,617.50
| $10.81 | $10.00 |
| 303.05.050 | PCC CURB RAMPS |
2.48
| 100 | CY | $1,700.00 | $780.00 |
$78,000.00
| $1,391.71 | $1,400.00 |
| 303.05.055 | PCC DRIVEWAYS, 6" THICK |
0.31
| 650 | SF | $20.00 | $15.00 |
$9,750.00
| $15.62 | $15.00 |
| 303.05.059 | DETECTABLE WARNING SURFACE |
0.58
| 457 | SF | $72.00 | $40.00 |
$18,280.00
| $63.14 | $50.00 |
| 303.05.061 | CROSS GUTTER |
2.82
| 148 | CY | $740.00 | $600.00 |
$88,800.00
| $740.36 | $768.50 |
| 312.01.017 | INSTALL FIRE HYDRANT LOCATION RPM |
0
| 11 | EA | $30.00 | $10.00 |
$110.00
| $170.43 | $232.00 |
| 601.09.011 | TRAFFIC CONTROL |
12.20
| 1 | LS | $120,000.00 | $383,700.00 |
$383,700.00
| $285,171.43 | $300,000.00 |
| 801.04.015 | FURNISH AND PLANT 24" BOX TREE |
1.22
| 51 | EA | $825.00 | $750.00 |
$38,250.00
| $918.29 | $875.00 |
| | TREE ESTABLISHMENT BY TRUCK WATERING FOR (180) DAYS |
0.80
| 1 | LS | $15,000.00 | $25,000.00 |
$25,000.00
| $27,871.43 | $28,000.00 |
| | REMOVE AND REPLACE EXISTING GRATE(S) PER CITY OF LOS ANGELES STD. PLAN S-342-4 |
0.40
| 5 | EA | $2,000.00 | $2,500.00 |
$12,500.00
| $3,157.86 | $2,500.00 |
| | RECONSTRUCT MANHOLE (MWD) |
1.59
| 1 | LS | $32,813.00 | $50,000.00 |
$50,000.00
| $117,921.43 | $24,500.00 |
| | UTILITY MODIFICATION PER SHEET 6 AND 7 (MWD) |
0.80
| 1 | LS | $49,375.00 | $25,000.00 |
$25,000.00
| $75,171.43 | $30,000.00 |
| | CLASS A TOPSOIL |
0.16
| 20 | CY | $362.25 | $250.00 |
$5,000.00
| $220.43 | $150.00 |
| | LANDSCAPING |
0.32
| 1 | LS | $63,666.00 | $10,000.00 |
$10,000.00
| $25,414.29 | $20,000.00 |
| | IRRIGATION SYSTEM |
2.23
| 1 | LS | $96,000.00 | $70,000.00 |
$70,000.00
| $69,257.14 | $76,000.00 |
| | HOMEOWNER OPTIONS: PLANTS; TURF; OR, SOIL AND MULCH |
0.35
| 275 | SF | $34.00 | $40.00 |
$11,000.00
| $27.90 | $20.00 |
| | HOMEOWNER OPTION: PERMEABLE PAVER SYSTEM |
2.80
| 2446 | SF | $64.00 | $36.00 |
$88,056.00
| $43.20 | $36.00 |
| | ELECTRICAL WORK |
3.02
| 1 | LS | $79,640.00 | $95,000.00 |
$95,000.00
| $51,542.86 | $49,000.00 |
| | AGRONOMIC SOIL REPORT |
0.01
| 2 | EA | $580.00 | $200.00 |
$400.00
| $560.29 | $750.00 |
| | MAINTENANCE AND PLANT ESTABLISHMENT PERIOD |
0.16
| 1 | LS | $3,509.28 | $5,000.00 |
$5,000.00
| $5,800.00 | $5,200.00 |
| | Total Percent | 100 | | | | Total Amount | $3,144,076.90 | | |
