| 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) |
0.02
| 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) |
0.10
| 24 | MTH | $500.00 | $500.00 |
$12,000.00
| $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 |
0.34
| 1 | LS | $20,000.00 | $40,000.00 |
$40,000.00
| $100,714.29 | $50,000.00 |
| 001.07.004 | PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000) |
0.04
| 1 | LS | $5,000.00 | $5,000.00 |
$5,000.00
| $5,000.00 | $5,000.00 |
| 001.07.007 | IMPLEMENTATION OF THE SWPPP |
0.14
| 1 | LS | $100,000.00 | $16,000.00 |
$16,000.00
| $132,785.71 | $65,000.00 |
| 001.08.005 | OFFICE FACILITIES |
0.10
| 24 | MTH | $4,000.00 | $500.00 |
$12,000.00
| $2,842.86 | $3,000.00 |
| 001.09.003 | MOBILIZATION |
0.63
| 1 | LS | $450,000.00 | $75,000.00 |
$75,000.00
| $848,475.61 | $878,500.00 |
| 300.01.003 | CLEARING AND GRUBBING |
0.13
| 0.50 | LS | $20,000.00 | $30,000.00 |
$15,000.00
| $246,285.71 | $85,000.00 |
| 300.01.005 | ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
0.99
| 92 | EA | $600.00 | $1,275.00 |
$117,300.00
| $1,376.43 | $1,275.00 |
| 300.01.009 | STUMP REMOVAL ONLY (6"-12" DIAMETER) |
0
| 1 | EA | $300.00 | $210.00 |
$210.00
| $324.29 | $220.00 |
| 300.01.010 | STUMP REMOVAL ONLY (13"-24" DIAMETER) |
0.17
| 55 | EA | $400.00 | $375.00 |
$20,625.00
| $503.57 | $400.00 |
| 300.01.011 | STUMP REMOVAL ONLY (25"+ DIAMETER) |
0.12
| 29 | EA | $600.00 | $500.00 |
$14,500.00
| $689.29 | $550.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
4.11
| 3119 | CY | $225.00 | $156.00 |
$486,564.00
| $226.43 | $175.00 |
| 300.01.067 | CONCRETE REMOVAL (REINFORCED) |
0.05
| 3 | CY | $850.00 | $1,800.00 |
$5,400.00
| $1,117.86 | $400.00 |
| 300.02.003 | UNCLASSIFIED EXCAVATION |
3.87
| 3316 | CY | $110.00 | $138.00 |
$457,608.00
| $140.14 | $138.00 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
3.73
| 4205 | CY | $90.00 | $105.00 |
$441,525.00
| $135.00 | $110.00 |
| 301.03.005 | TRENCH BACKFILL SLURRY (CLASS 270-E-500) |
0.07
| 50 | CY | $300.00 | $177.00 |
$8,850.00
| $228.86 | $175.00 |
| 301.03.011 | CEMENT STABILIZED PULVERIZED BASE, 12" THICK |
3.09
| 71639 | SY | $8.00 | $5.10 |
$365,358.90
| $8.56 | $6.50 |
| 301.03.011 | CEMENT STABILIZED PULVERIZED BASE, 8" THICK |
3.66
| 88314 | SY | $6.00 | $4.90 |
$432,738.60
| $7.10 | $5.55 |
| 301.03.013 | PORTLAND CEMENT FOR CSPB |
5.91
| 4598 | TON | $150.00 | $152.00 |
$698,896.00
| $178.00 | $150.00 |
| 301.03.015 | PRIME/TACK COAT FOR CSPB |
0.12
| 32009 | GAL | $6.00 | $0.45 |
$14,404.05
| $3.85 | $3.30 |
| 302.01.005 | COLD MILL AC PAVEMENT (0 - 1-1/2") |
0.15
| 54495 | SF | $0.50 | $0.32 |
$17,438.40
| $0.84 | $0.50 |
| 302.05.013 | AC PAVEMENT |
13.41
| 22669 | TON | $90.00 | $70.00 |
$1,586,830.00
| $91.29 | $76.00 |
| 302.05.014 | AC PAVEMENT(PATCH BACK) |
0.06
| 23 | TON | $400.00 | $315.00 |
$7,245.00
| $357.29 | $285.00 |
| 302.05.023 | RECONSTRUCT MANHOLE |
2.36
| 155 | EA | $1,900.00 | $1,800.00 |
$279,000.00
| $2,113.57 | $1,800.00 |
| 302.05.025 | DOUBLE ADJUST MANHOLE |
0.01
| 2 | EA | $1,000.00 | $800.00 |
$1,600.00
| $2,794.29 | $1,200.00 |
| 302.06.003 | PCC PAVEMENT |
4.22
| 1281 | CY | $450.00 | $390.00 |
$499,590.00
| $484.00 | $367.00 |
| 302.09.003 | ASPHALT RUBBER HOT MIX |
10.29
| 13531 | TON | $110.00 | $90.00 |
$1,217,790.00
| $121.71 | $97.00 |
| 302.09.005 | ASPHALT RUBBER HOT MIX (TEST STRIP) |
0.45
| 500 | TON | $130.00 | $107.00 |
$53,500.00
| $137.71 | $117.00 |
| 303.01.309 | CATCH BASIN PER STD PLAN 300, W=3 |
0.14
| 2 | EA | $7,000.00 | $8,000.00 |
$16,000.00
| $10,242.86 | $8,000.00 |
| 303.01.340 | JUNCTION STRUCTURE PER STD PLAN 333 |
0.04
| 2 | EA | $4,000.00 | $2,600.00 |
$5,200.00
| $3,800.00 | $3,000.00 |
| 303.01.365 | CURB DRAIN PER STD PLAN 150, N=1, CASE 3 INLET |
0.20
| 19 | EA | $1,500.00 | $1,250.00 |
$23,750.00
| $841.43 | $800.00 |
| 303.01.365 | CURB DRAIN PER STD PLAN 150, N=2, CASE 3 INLET |
0.01
| 1 | EA | $1,500.00 | $1,250.00 |
$1,250.00
| $1,135.71 | $1,200.00 |
| 303.01.613 | CONCRETE SLOUGH WALL |
0.06
| 5 | CY | $2,000.00 | $1,500.00 |
$7,500.00
| $3,121.43 | $3,000.00 |
| 303.05.005 | PCC CURB, TYPE A1-VAR |
0
| 16 | LF | $60.00 | $23.00 |
$368.00
| $57.43 | $43.00 |
| 303.05.009 | PCC CURB & GUTTER, TYPE A2-6 |
2.57
| 9226 | LF | $30.00 | $33.00 |
$304,458.00
| $41.14 | $37.00 |
| 303.05.010 | PCC CURB & GUTTER, TYPE A2-8 |
5.02
| 16059 | LF | $32.00 | $37.00 |
$594,183.00
| $42.43 | $39.00 |
| 303.05.011 | PCC CURB & GUTTER, TYPE A2-VAR |
0
| 15 | LF | $60.00 | $28.00 |
$420.00
| $48.14 | $43.00 |
| 303.05.015 | PCC CURB & GUTTER, TYPE A3-6 |
0.03
| 106 | LF | $32.00 | $34.00 |
$3,604.00
| $48.86 | $43.00 |
| 303.05.016 | PCC CURB & GUTTER, TYPE A3-8 |
0.02
| 63 | LF | $50.00 | $34.00 |
$2,142.00
| $51.86 | $43.00 |
| 303.05.041 | LONGITUDINAL GUTTER |
1.43
| 342 | CY | $400.00 | $495.00 |
$169,290.00
| $554.57 | $500.00 |
| 303.05.047 | PCC WALK & DRIVEWAYS, 4" THICK |
3.46
| 64556 | SF | $6.50 | $6.35 |
$409,930.60
| $7.81 | $8.30 |
| 303.05.050 | PCC CURB RAMPS |
1.44
| 252 | CY | $550.00 | $675.00 |
$170,100.00
| $1,187.14 | $720.00 |
| 303.05.057 | PCC WALK & DRIVEWAYS, 6" THICK |
0.03
| 315 | SF | $9.00 | $9.50 |
$2,992.50
| $11.79 | $11.00 |
| 303.05.059 | DETECTABLE WARNING SURFACE |
0.83
| 2277 | SF | $55.00 | $43.00 |
$97,911.00
| $43.14 | $44.00 |
| 303.05.061 | CROSS GUTTER |
1.49
| 475 | CY | $500.00 | $370.00 |
$175,750.00
| $542.43 | $450.00 |
| 303.05.063 | ALLEY INTERSECTION |
0.44
| 142 | CY | $500.00 | $370.00 |
$52,540.00
| $608.43 | $525.00 |
| 304.02.007 | METAL HAND RAILINGS PER STD PLAN 606 |
0.32
| 213 | LF | $90.00 | $180.00 |
$38,340.00
| $251.43 | $185.00 |
| 306.01.129 | 18" RCP, 1500 D |
0.45
| 102 | LF | $330.00 | $525.00 |
$53,550.00
| $431.43 | $295.00 |
| 307.02.045 | NO. 6 PULL BOX INCL PCC COVER |
0.02
| 2 | EA | $800.00 | $900.00 |
$1,800.00
| $878.57 | $900.00 |
| 312.01.017 | INSTALL FIRE HYDRANT LOCATION RPM |
0.01
| 64 | EA | $20.00 | $15.00 |
$960.00
| $40.43 | $44.00 |
| 601.09.011 | TRAFFIC CONTROL |
3.13
| 1 | LS | $500,000.00 | $370,000.00 |
$370,000.00
| $944,357.14 | $360,500.00 |
| 801.04.013 | FURNISH AND PLANT 15 GALLON TREE |
0.29
| 92 | EA | $400.00 | $370.00 |
$34,040.00
| $485.00 | $370.00 |
| 801.06.017 | RIVER ROCK PAVING |
0.13
| 488 | SF | $20.00 | $32.00 |
$15,616.00
| $50.43 | $25.00 |
| | UNCLASSIFIED EXCAVATION (ROADWAY) |
17.54
| 28831 | CY | $50.00 | $72.00 |
$2,075,832.00
| $111.14 | $75.00 |
| | AC PAVEMENT (PATCH BACK) TEMP |
1.03
| 386 | TON | $400.00 | $315.00 |
$121,590.00
| $266.29 | $200.00 |
| | CROSS GUTTER (MOD) |
0.17
| 53 | CY | $500.00 | $370.00 |
$19,610.00
| $580.29 | $512.00 |
| | RED BRICK WITH MORTAR PER DETAIL A ON SHEET 15 |
0.02
| 41 | SF | $75.00 | $50.00 |
$2,050.00
| $173.71 | $50.00 |
| | AC PAVEMENT (SPEED CUSHION) |
0.06
| 16 | TON | $400.00 | $475.00 |
$7,600.00
| $622.29 | $500.00 |
| | RECONSTRUCT LOCAL DEPRESSION PER STD PLAN 313-3 |
0.03
| 1 | EA | $2,500.00 | $3,700.00 |
$3,700.00
| $2,342.86 | $2,500.00 |
| | RECONSTRUCT INLET PER DETAIL ON SHEET 79 |
0.28
| 1 | EA | $25,000.00 | $33,000.00 |
$33,000.00
| $18,800.00 | $18,500.00 |
| | SOD |
0.96
| 1649 | SY | $25.00 | $69.00 |
$113,781.00
| $33.86 | $28.00 |
| | Total Percent | 100 | | | | Total Amount | $11,833,831.05 | | |
