| 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) |
0.03
| 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) |
0.21
| 42 | MTH | $500.00 | $500.00 |
$21,000.00
| $500.00 | $500.00 |
| 001.06.009 | CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
0.01
| 1 | LS | $1,000.00 | $1,000.00 |
$1,000.00
| $1,000.00 | $1,000.00 |
| 001.06.011 | IMPLEMENTATION OF THE LTWHP |
0.32
| 1 | LS | $15,000.00 | $32,000.00 |
$32,000.00
| $42,333.33 | $45,000.00 |
| 001.07.004 | PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000) |
0.05
| 1 | LS | $5,000.00 | $5,000.00 |
$5,000.00
| $5,000.00 | $5,000.00 |
| 001.07.007 | IMPLEMENTATION OF THE SWPPP |
0.12
| 1 | LS | $100,000.00 | $12,000.00 |
$12,000.00
| $60,000.00 | $68,000.00 |
| 001.08.005 | OFFICE FACILITIES |
1.26
| 42 | MTH | $6,500.00 | $3,000.00 |
$126,000.00
| $4,500.00 | $5,000.00 |
| 001.09.003 | MOBILIZATION |
7.91
| 1 | LS | $1,000,000.00 | $790,000.00 |
$790,000.00
| $816,666.67 | $790,000.00 |
| 300.01.003 | CLEARING AND GRUBBING |
0.90
| 1 | LS | $100,000.00 | $90,000.00 |
$90,000.00
| $164,428.13 | $90,000.00 |
| 300.01.005 | ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
0.56
| 82 | EA | $1,200.00 | $680.00 |
$55,760.00
| $706.67 | $700.00 |
| 300.01.013 | TREE REMOVAL (6"-12" DIAMETER) |
0.06
| 7 | EA | $1,250.00 | $830.00 |
$5,810.00
| $812.33 | $830.00 |
| 300.01.014 | TREE REMOVAL (13"-24" DIAMETER) |
0.75
| 48 | EA | $1,500.00 | $1,560.00 |
$74,880.00
| $1,506.67 | $1,560.00 |
| 300.01.015 | TREE REMOVAL (25"+ DIAMETER) |
0.13
| 5 | EA | $2,000.00 | $2,600.00 |
$13,000.00
| $2,500.00 | $2,600.00 |
| 300.01.021 | CROWN REDUCTION, TREE (1" - 12" DIAMETER) |
0.14
| 20 | EA | $300.00 | $700.00 |
$14,000.00
| $593.67 | $700.00 |
| 300.01.022 | CROWN REDUCTION, TREE (13" - 24" DIAMETER) |
0.39
| 56 | EA | $400.00 | $700.00 |
$39,200.00
| $702.33 | $700.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
6.71
| 2483 | CY | $260.00 | $270.00 |
$670,410.00
| $285.00 | $270.00 |
| 300.01.067 | CONCRETE REMOVAL (REINFORCED) |
0.04
| 9 | CY | $1,200.00 | $485.00 |
$4,365.00
| $870.33 | $500.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
5.07
| 4365 | CY | $160.00 | $116.00 |
$506,340.00
| $188.67 | $125.00 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
4.59
| 3273 | CY | $165.00 | $140.00 |
$458,220.00
| $170.00 | $145.00 |
| 301.03.011 | CEMENT STABILIZED PULVERIZED BASE, 12" THICK |
4.51
| 50012 | SY | $11.00 | $9.00 |
$450,108.00
| $9.67 | $9.00 |
| 301.03.013 | PORTLAND CEMENT FOR CSPB |
1.91
| 779 | TON | $245.00 | $245.00 |
$190,855.00
| $238.33 | $245.00 |
| 302.01.005 | COLD MILL AC PAVEMENT (0 - 1-1/2") |
0.37
| 140537 | SF | $0.45 | $0.26 |
$36,539.62
| $0.28 | $0.28 |
| 302.01.007 | COLD MILL AC PAVEMENT (> 1-1/2 - 3") |
1.60
| 615208 | SF | $0.70 | $0.26 |
$159,954.08
| $0.28 | $0.28 |
| 302.05.007 | AC CURB, TYPE D1-6 |
0.10
| 226 | LF | $25.00 | $45.00 |
$10,170.00
| $47.00 | $45.00 |
| 302.05.013 | AC PAVEMENT |
0.06
| 18 | TON | $430.00 | $355.00 |
$6,390.00
| $364.33 | $355.00 |
| 302.05.014 | AC PAVEMENT(PATCH BACK) |
1.80
| 506 | TON | $300.00 | $355.00 |
$179,630.00
| $334.33 | $350.00 |
| 302.05.016 | AC PAVEMENT(DRIVEWAYS) |
0.09
| 26 | TON | $420.00 | $355.00 |
$9,230.00
| $353.67 | $355.00 |
| 302.05.018 | AC PAVEMENT(DIGOUTS) |
0.35
| 175 | TON | $200.00 | $200.00 |
$35,000.00
| $268.33 | $255.00 |
| 302.05.023 | RECONSTRUCT MANHOLE |
0.65
| 25 | EA | $3,800.00 | $2,600.00 |
$65,000.00
| $4,200.00 | $4,500.00 |
| 302.05.025 | DOUBLE ADJUST MANHOLE |
0.20
| 14 | EA | $1,500.00 | $1,400.00 |
$19,600.00
| $1,599.00 | $1,400.00 |
| 302.06.003 | PCC PAVEMENT |
0.10
| 15 | CY | $775.00 | $650.00 |
$9,750.00
| $745.67 | $750.00 |
| 302.09.003 | ASPHALT RUBBER HOT MIX |
9.74
| 6573 | TON | $165.00 | $148.00 |
$972,804.00
| $145.33 | $148.00 |
| 302.09.005 | ASPHALT RUBBER HOT MIX (TEST STRIP) |
1.90
| 1000 | TON | $165.00 | $190.00 |
$190,000.00
| $161.00 | $153.00 |
| 302.15.006 | CCPR AC PAVEMENT, 3" THICK |
5.51
| 50012 | SY | $15.00 | $11.00 |
$550,132.00
| $11.88 | $11.00 |
| 302.15.007 | EMULSIFIED RECYCLING AGENT |
1.78
| 265 | TON | $1,000.00 | $670.00 |
$177,550.00
| $675.67 | $670.00 |
| 302.15.011 | CCPRACP MIX DESIGN, SAMPLING, AND TESTING (STIPULATED UNIT PRICE OF $10000) |
0.10
| 1 | LS | $10,000.00 | $10,000.00 |
$10,000.00
| $10,000.00 | $10,000.00 |
| 302.15.013 | IMPORTED RAP FOR CCPRACP |
0.67
| 1908 | TON | $45.00 | $35.00 |
$66,780.00
| $36.00 | $35.00 |
| 302.15.015 | PORTLAND CEMENT FOR CCPRACP |
0.19
| 84 | TON | $275.00 | $230.00 |
$19,320.00
| $233.33 | $230.00 |
| 303.01.365 | CURB DRAIN PER STD PLAN 150, N=1, CASE 3 INLET |
0.23
| 20 | EA | $1,250.00 | $1,150.00 |
$23,000.00
| $3,450.00 | $1,700.00 |
| 303.01.368 | PARKWAY DRAIN PER STD PLAN 151, S=36", INLET TYPE 2 |
0.10
| 1 | EA | $6,000.00 | $9,800.00 |
$9,800.00
| $11,866.67 | $9,800.00 |
| 303.01.368 | PARKWAY DRAIN PER STD PLAN 151, S=24", INLET TYPE 2 |
0.09
| 1 | EA | $6,000.00 | $9,300.00 |
$9,300.00
| $11,466.67 | $9,300.00 |
| 303.05.004 | PCC CURB, TYPE A1-8 |
0.04
| 110 | LF | $55.00 | $40.00 |
$4,400.00
| $49.33 | $40.00 |
| 303.05.005 | PCC CURB, TYPE A1-VAR |
0.02
| 40 | LF | $55.00 | $55.00 |
$2,200.00
| $52.67 | $55.00 |
| 303.05.009 | PCC CURB & GUTTER, TYPE A2-6 |
0.72
| 1311 | LF | $55.00 | $55.00 |
$72,105.00
| $55.33 | $55.00 |
| 303.05.010 | PCC CURB & GUTTER, TYPE A2-8 |
2.79
| 5061 | LF | $60.00 | $55.00 |
$278,355.00
| $55.67 | $55.00 |
| 303.05.011 | PCC CURB & GUTTER, TYPE A2-VAR |
0.08
| 150 | LF | $60.00 | $55.00 |
$8,250.00
| $57.67 | $55.00 |
| 303.05.047 | PCC WALK & DRIVEWAYS, 4" THICK |
6.51
| 59056 | SF | $11.00 | $11.00 |
$649,616.00
| $9.58 | $9.00 |
| 303.05.050 | PCC CURB RAMPS |
2.30
| 184 | CY | $1,350.00 | $1,250.00 |
$230,000.00
| $913.33 | $750.00 |
| 303.05.055 | PCC DRIVEWAYS, 6" THICK |
1.81
| 12909 | SF | $16.00 | $14.00 |
$180,726.00
| $13.37 | $14.00 |
| 303.05.059 | DETECTABLE WARNING SURFACE |
0.50
| 1100 | SF | $65.00 | $45.00 |
$49,500.00
| $54.33 | $48.00 |
| 303.05.061 | CROSS GUTTER |
4.72
| 748 | CY | $775.00 | $630.00 |
$471,240.00
| $658.33 | $630.00 |
| 303.05.063 | ALLEY INTERSECTION |
0.83
| 125 | CY | $700.00 | $660.00 |
$82,500.00
| $680.67 | $660.00 |
| 304.02.007 | METAL HAND RAILINGS PER STD PLAN 606 |
0.35
| 141 | LF | $300.00 | $250.00 |
$35,250.00
| $326.67 | $350.00 |
| 312.01.017 | INSTALL FIRE HYDRANT LOCATION RPM |
0
| 43 | EA | $25.00 | $11.00 |
$473.00
| $47.67 | $32.00 |
| 601.09.011 | TRAFFIC CONTROL |
7.41
| 1 | LS | $310,000.00 | $740,000.00 |
$740,000.00
| $796,666.67 | $800,000.00 |
| 601.09.017 | FLASHING ARROW SIGN |
0.40
| 2 | EA | $10,000.00 | $20,000.00 |
$40,000.00
| $13,833.33 | $16,000.00 |
| 601.09.019 | CHANGEABLE MESSAGE SIGN |
0.50
| 2 | EA | $10,000.00 | $25,000.00 |
$50,000.00
| $28,333.33 | $25,000.00 |
| 801.04.015 | FURNISH AND PLANT 24" BOX TREE |
0.89
| 85 | EA | $1,000.00 | $1,040.00 |
$88,400.00
| $1,030.00 | $1,040.00 |
| 801.06.015 | DECOMPOSED GRANITE, 4" THICK |
0.04
| 198 | SF | $10.00 | $20.00 |
$3,960.00
| $19.00 | $20.00 |
| 801.06.017 | RIVER ROCK PAVING |
0.04
| 74 | SF | $30.00 | $50.00 |
$3,700.00
| $61.67 | $65.00 |
| | RECONSTRUCT CATCH BASIN TOP PER STD PLAN 300-4, W=10' |
0.15
| 1 | EA | $8,000.00 | $15,000.00 |
$15,000.00
| $13,300.00 | $15,000.00 |
| | REMOVE EXISTING WROUGHT IRON FENCE |
0.11
| 88 | LF | $40.00 | $120.00 |
$10,560.00
| $169.33 | $120.00 |
| | SOD |
0.39
| 1125 | SY | $60.00 | $35.00 |
$39,375.00
| $60.67 | $65.00 |
| | UNCLASSIFIED EXCAVATION (ROADWAY) |
4.76
| 5278 | CY | $95.00 | $90.00 |
$475,020.00
| $97.33 | $95.00 |
| | TEMPORARY AC PAVEMENT (PATCH BACK) |
0.47
| 132 | TON | $300.00 | $355.00 |
$46,860.00
| $358.33 | $355.00 |
| | RECONSTRUCT CATCH BASIN TOP PER STD 314-3 CASE 1, W=14' |
0.23
| 1 | EA | $12,000.00 | $23,000.00 |
$23,000.00
| $21,100.00 | $23,000.00 |
| | PCC CURB & GUTTER, TYPE A2-8, W=1' |
1.30
| 2883 | LF | $55.00 | $45.00 |
$129,735.00
| $45.00 | $45.00 |
| | RECONSTRUCT CATCH BASIN TOP PER STD PLAN 300-4, W=14' |
0.21
| 1 | EA | $10,000.00 | $21,000.00 |
$21,000.00
| $16,100.00 | $17,000.00 |
| | ADJUST WROUGHT IRON SLIDE GATE AND TRACKS |
0.98
| 13 | EA | $2,000.00 | $7,500.00 |
$97,500.00
| $6,833.33 | $7,500.00 |
| | CROSS GUTTER (MOD) |
0.05
| 8 | CY | $775.00 | $650.00 |
$5,200.00
| $665.00 | $650.00 |
| | RECONSTRUCT LOCAL DEPRESSION PER STD PLAN 313-3 CASE E |
0.08
| 2 | EA | $3,000.00 | $4,000.00 |
$8,000.00
| $3,733.33 | $4,000.00 |
| | Total Percent | 100 | | | | Total Amount | $9,984,322.70 | | |
