| Item Code | Description | % of Total Project | Quantity | Unit | Engineer's Estimate | Low Bidder Item Bid | Amount | Average Item Bid | Median Item Bid |
| 001.06.013 | PARTNERING (ALLOWANCE OF $25,000) |
0.04
| 25000 | AL | $1.00 | $1.00 |
$25,000.00
| $1.00 | $1.00 |
| 001.07.001 | IMPLEMENTATION OF BMPS |
0.54
| 36 | MTH | $2,000.00 | $10,000.00 |
$360,000.00
| $22,500.00 | $20,000.00 |
| 300.01.013 | TREE REMOVAL (6"-12" DIAMETER) |
0
| 2 | EA | $1,000.00 | $500.00 |
$1,000.00
| $691.43 | $750.00 |
| 300.01.014 | TREE REMOVAL (13"-24" DIAMETER) |
0.01
| 7 | EA | $1,000.00 | $800.00 |
$5,600.00
| $1,077.14 | $1,000.00 |
| 300.01.015 | TREE REMOVAL (25"+ DIAMETER) |
0
| 1 | EA | $1,200.00 | $1,000.00 |
$1,000.00
| $1,718.57 | $1,200.00 |
| 300.01.057 | REMOVE EXISTING CHAIN LINK FENCE |
0.01
| 330 | LF | $20.00 | $16.00 |
$5,280.00
| $11.71 | $10.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
0.04
| 105 | CY | $150.00 | $250.00 |
$26,250.00
| $137.00 | $105.00 |
| 300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
0.04
| 94 | CY | $300.00 | $260.00 |
$24,440.00
| $137.00 | $105.00 |
| 300.01.067 | CONCRETE REMOVAL (REINFORCED) |
0.02
| 25 | CY | $300.00 | $440.00 |
$11,000.00
| $242.86 | $225.00 |
| 300.01.067 | CONCRETE REMOVAL (REINFORCED) |
0.07
| 157 | CY | $300.00 | $280.00 |
$43,960.00
| $242.86 | $225.00 |
| 300.05.002 | IMPORTED BORROW |
0.04
| 871 | CY | $80.00 | $30.00 |
$26,130.00
| $33.86 | $30.00 |
| 300.11.007 | RIPRAP (LIGHT CLASS) |
0.03
| 148 | CY | $110.00 | $120.00 |
$17,760.00
| $194.71 | $188.00 |
| 300.11.009 | RIPRAP (QUARTER TON CLASS) |
0.03
| 149 | CY | $120.00 | $120.00 |
$17,880.00
| $162.14 | $170.00 |
| 300.11.017 | CONCRETED RIPRAP (LIGHT CLASS) |
0.03
| 148 | CY | $200.00 | $150.00 |
$22,200.00
| $309.14 | $330.00 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
0.11
| 685 | CY | $60.00 | $110.00 |
$75,350.00
| $112.29 | $98.00 |
| 302.05.024 | ADJUST MANHOLE |
0.01
| 4 | EA | $600.00 | $1,000.00 |
$4,000.00
| $1,448.57 | $1,250.00 |
| 302.06.003 | PCC PAVEMENT |
0.22
| 359 | CY | $300.00 | $415.00 |
$148,985.00
| $469.57 | $385.00 |
| 303.01.113 | DRILL AND BOND DOWEL |
0.01
| 100 | LF | $50.00 | $50.00 |
$5,000.00
| $54.43 | $45.00 |
| 303.01.315 | CATCH BASIN PER STD PLAN 304, 1 GRATES |
0.04
| 3 | EA | $8,000.00 | $8,000.00 |
$24,000.00
| $8,757.14 | $8,000.00 |
| 303.01.315 | CATCH BASIN PER STD PLAN 304, 5 GRATES |
0.03
| 1 | EA | $10,000.00 | $20,000.00 |
$20,000.00
| $18,224.29 | $20,000.00 |
| 303.01.339 | JUNCTION STRUCTURE PER STD PLAN 331 |
0.02
| 3 | EA | $2,000.00 | $5,000.00 |
$15,000.00
| $5,132.86 | $3,300.00 |
| 303.01.606 | REINFORCED CONCRETE RETAINING WALL TYPE 2 |
0.09
| 23 | CY | $1,200.00 | $2,700.00 |
$62,100.00
| $1,882.86 | $1,800.00 |
| 303.01.608 | REINFORCED CONCRETE RETAINING WALL TYPE 4 |
0.12
| 26 | CY | $1,200.00 | $3,000.00 |
$78,000.00
| $2,224.29 | $1,800.00 |
| 303.02.005 | AIR PLACED CONCRETE (INCL WIRE MESH) |
0.02
| 13 | CY | $800.00 | $900.00 |
$11,700.00
| $1,568.57 | $1,100.00 |
| 303.05.004 | PCC CURB, TYPE A1-8 |
0
| 10 | LF | $25.00 | $100.00 |
$1,000.00
| $115.71 | $100.00 |
| 303.05.021 | PCC CURB, TYPE C1-6 |
0
| 12 | LF | $25.00 | $75.00 |
$900.00
| $102.00 | $75.00 |
| 304.03.003 | CHAIN LINK FENCE, 5' HIGH |
0.03
| 272 | LF | $40.00 | $65.00 |
$17,680.00
| $49.86 | $56.00 |
| 304.03.003 | CHAIN LINK FENCE, 4' HIGH |
0.02
| 80 | LF | $30.00 | $155.00 |
$12,400.00
| $74.29 | $55.00 |
| 305.02.003 | TIMBER POST, 4" DIA |
0
| 8 | LF | $150.00 | $125.00 |
$1,000.00
| $88.71 | $125.00 |
| 306.01.129 | 18" RCP, 2000 D |
0.02
| 73 | LF | $300.00 | $200.00 |
$14,600.00
| $165.00 | $160.00 |
| 306.01.377 | PIPE ANCHOR |
0.19
| 28 | EA | $1,500.00 | $4,500.00 |
$126,000.00
| $2,359.86 | $1,900.00 |
| 310.05.005 | DETAIL 32 (TWO-COAT PAINT) |
0.01
| 395 | LF | $4.50 | $19.00 |
$7,505.00
| $12.00 | $11.00 |
| 310.05.005 | DETAIL 29 (TWO-COAT PAINT) |
0
| 90 | LF | $4.00 | $20.00 |
$1,800.00
| $13.14 | $12.00 |
| 310.05.005 | DETAIL 38 (TWO-COAT PAINT) |
0.01
| 170 | LF | $3.00 | $20.00 |
$3,400.00
| $12.00 | $11.00 |
| 310.05.005 | DETAIL 22 (TWO-COAT PAINT) |
0
| 150 | LF | $3.50 | $12.00 |
$1,800.00
| $9.00 | $11.00 |
| 310.05.032 | PAVEMENT MARKINGS (TWO-COAT PAINT) |
0
| 52 | SF | $6.00 | $35.00 |
$1,820.00
| $20.57 | $12.00 |
| 310.05.038 | 12" STRIPING (TWO-COAT PAINT) |
0
| 90 | LF | $4.00 | $35.00 |
$3,150.00
| $19.29 | $11.00 |
| 310.05.103 | REMOVE DETAIL 29 |
0.01
| 395 | LF | $10.00 | $23.00 |
$9,085.00
| $13.43 | $11.00 |
| 310.05.103 | REMOVE DETAIL 22 |
0
| 90 | LF | $4.60 | $35.00 |
$3,150.00
| $21.00 | $21.00 |
| 315.06.003 | SIGN PANEL |
0.01
| 27 | EA | $150.00 | $250.00 |
$6,750.00
| $197.29 | $220.00 |
| 315.06.005 | FURNISH ONE-POST (ROADSIDE SIGN) |
0.01
| 12 | EA | $150.00 | $330.00 |
$3,960.00
| $232.86 | $200.00 |
| 315.06.015 | INSTALL ONE-POST (ROADSIDE SIGN) |
0
| 12 | EA | $150.00 | $200.00 |
$2,400.00
| $222.14 | $200.00 |
| 315.06.017 | INSTALL SIGN (STRAP AND SADDLE BRACKET) |
0.01
| 27 | EA | $150.00 | $180.00 |
$4,860.00
| $180.00 | $180.00 |
| 601.09.011 | TRAFFIC CONTROL |
0.23
| 1 | LS | $25,000.00 | $150,000.00 |
$150,000.00
| $598,571.43 | $800,000.00 |
| 601.09.017 | FLASHING ARROW SIGN |
0.02
| 2 | EA | $10,000.00 | $5,000.00 |
$10,000.00
| $9,757.14 | $5,000.00 |
| 601.09.019 | CHANGEABLE MESSAGE SIGN |
0.06
| 2 | EA | $10,000.00 | $19,000.00 |
$38,000.00
| $18,771.43 | $19,000.00 |
| | STREET SWEEPING (RESERVOIR HAUL ROUTE) (2020) |
0.37
| 1440 | HRS | $67.00 | $170.00 |
$244,800.00
| $160.29 | $160.00 |
| | STREET SWEEPING (RESERVOIR HAUL ROUTE) (2021) |
0.37
| 1440 | HRS | $67.00 | $170.00 |
$244,800.00
| $160.29 | $160.00 |
| | STREET SWEEPING (RESERVOIR HAUL ROUTE) (2022) |
0.37
| 1440 | HRS | $67.00 | $170.00 |
$244,800.00
| $161.00 | $160.00 |
| | STREET SWEEPING (MANNING PIT HAUL ROUTE) (2019) |
0.39
| 1440 | HRS | $67.00 | $180.00 |
$259,200.00
| $160.29 | $160.00 |
| | STREET SWEEPING (MANNING PIT HAUL ROUTE) (2020) |
0.37
| 1440 | HRS | $67.00 | $170.00 |
$244,800.00
| $160.29 | $160.00 |
| | STREET SWEEPING (MANNING PIT HAUL ROUTE) (2021) |
0.37
| 1440 | HRS | $67.00 | $170.00 |
$244,800.00
| $160.29 | $160.00 |
| | STREET SWEEPING (MANNING PIT HAUL ROUTE) (2022) |
0.37
| 1440 | HRS | $67.00 | $170.00 |
$244,800.00
| $161.00 | $160.00 |
| | TEMPORARY SOUND WALL |
0.23
| 305 | LF | $60.00 | $500.00 |
$152,500.00
| $425.00 | $500.00 |
| | STRUCTURE CONCRETE (MEDIAN) |
0.04
| 23 | CY | $1,220.00 | $1,100.00 |
$25,300.00
| $720.71 | $600.00 |
| | TIRE WASHES (2020) |
0.06
| 2 | EA | $55,000.00 | $20,000.00 |
$40,000.00
| $72,085.71 | $82,000.00 |
| | TIRE WASHES (2021) |
0.03
| 2 | EA | $55,000.00 | $10,000.00 |
$20,000.00
| $71,128.57 | $82,000.00 |
| | TIRE WASHES (2022) |
0.02
| 2 | EA | $55,000.00 | $7,500.00 |
$15,000.00
| $71,271.43 | $82,000.00 |
| | TIRE WASHES (2019) |
0.08
| 2 | EA | $55,000.00 | $25,000.00 |
$50,000.00
| $145,757.14 | $110,000.00 |
| | TRANSPORTATION AND DISPOSAL OF MATERIAL (MANNING PIT) (2020) |
7.96
| 415625 | TON | $7.50 | $12.75 |
$5,299,218.75
| $13.85 | $14.00 |
| | TRANSPORTATION AND DISPOSAL OF MATERIAL (MANNING PIT) (2021) |
8.15
| 415625 | TON | $7.75 | $13.06 |
$5,428,062.50
| $13.78 | $13.06 |
| | TRANSPORTATION AND DISPOSAL OF MATERIAL (MANNING PIT) (2022) |
8.34
| 415625 | TON | $8.00 | $13.36 |
$5,552,750.00
| $13.80 | $13.36 |
| | TRANSPORTATION AND DISPOSAL OF MATERIAL (SHELDON PIT) (2019) |
6.96
| 415625 | TON | $8.25 | $11.15 |
$4,634,218.75
| $12.32 | $12.50 |
| | TRANSPORTATION AND DISPOSAL OF MATERIAL (SHELDON PIT) (2020) |
7.09
| 415625 | TON | $8.50 | $11.36 |
$4,721,500.00
| $12.37 | $12.60 |
| | TRANSPORTATION AND DISPOSAL OF MATERIAL (SHELDON PIT) (2021) |
7.29
| 415625 | TON | $8.75 | $11.67 |
$4,850,343.75
| $12.44 | $12.00 |
| | TRANSPORTATION AND DISPOSAL OF MATERIAL (SHELDON PIT) (2022) |
7.47
| 415625 | TON | $9.00 | $11.96 |
$4,970,875.00
| $12.58 | $12.00 |
| | TRANSPORTATION AND DISPOSAL OF MATERIAL (MANNING PIT) (2019) |
7.84
| 415625 | TON | $7.25 | $12.56 |
$5,220,250.00
| $14.14 | $14.50 |
| | TYPE I BARRICADE |
0.02
| 8 | EA | $550.00 | $1,400.00 |
$11,200.00
| $681.43 | $250.00 |
| | UNCLASSIFIED EXCAVATION (MEDIAN RESTORATION ) |
0.01
| 58 | CY | $90.00 | $100.00 |
$5,800.00
| $130.29 | $125.00 |
| | UNCLASSIFIED EXCAVATION (2019) |
2.54
| 831250 | TON | $4.00 | $2.03 |
$1,687,437.50
| $4.55 | $3.80 |
| | UNCLASSIFIED FILL (ACCESS ROADS) |
0.19
| 1820 | CY | $50.00 | $70.00 |
$127,400.00
| $22.36 | $9.00 |
| | UNCLASSIFIED FILL (MANNING PIT) (2019) |
1.41
| 250000 | CY | $7.00 | $3.75 |
$937,500.00
| $5.32 | $6.00 |
| | UNCLASSIFIED FILL (MANNING PIT) (2020) |
1.43
| 250000 | CY | $7.25 | $3.82 |
$955,000.00
| $5.11 | $5.80 |
| | UNCLASSIFIED EXCAVATION (2020) |
2.57
| 831250 | TON | $4.25 | $2.06 |
$1,712,375.00
| $4.25 | $3.80 |
| | UNCLASSIFIED EXCAVATION (2021) |
2.66
| 831250 | TON | $4.50 | $2.13 |
$1,770,562.50
| $3.99 | $3.80 |
| | UNCLASSIFIED EXCAVATION (2022) |
2.73
| 831250 | TON | $4.75 | $2.19 |
$1,820,437.50
| $3.96 | $3.80 |
| | UNCLASSIFIED EXCAVATION (ACCESS ROADS) |
0.36
| 949 | CY | $50.00 | $250.00 |
$237,250.00
| $48.71 | $14.00 |
| | UNCLASSIFIED EXCAVATION (MEDIAN REMOVAL) |
0.02
| 84 | CY | $90.00 | $120.00 |
$10,080.00
| $106.14 | $81.00 |
| | UNCLASSIFIED FILL (MANNING PIT) (2021) |
1.49
| 250000 | CY | $7.50 | $3.96 |
$990,000.00
| $4.82 | $5.00 |
| | UNCLASSIFIED FILL (MANNING PIT) (2022) |
1.52
| 250000 | CY | $7.75 | $4.06 |
$1,015,000.00
| $4.87 | $5.00 |
| | LOW FLOW CROSSINGS |
0.11
| 10 | EA | $75,000.00 | $7,500.00 |
$75,000.00
| $18,400.00 | $16,800.00 |
| | JOBS COORDINATOR (ALLOWANCE OF $150,000) |
0.23
| 150000 | AL | $1.00 | $1.00 |
$150,000.00
| $1.00 | $1.00 |
| | MOBILIZATION (2021) |
0.30
| 1 | LS | $125,000.00 | $200,000.00 |
$200,000.00
| $1,271,428.57 | $1,500,000.00 |
| | MOBILIZATION (2022) |
0.30
| 1 | LS | $125,000.00 | $200,000.00 |
$200,000.00
| $1,074,285.71 | $1,000,000.00 |
| | MOBILIZATION (2018) |
5.29
| 1 | LS | $125,000.00 | $3,520,000.00 |
$3,520,000.00
| $1,474,337.14 | $1,000,000.00 |
| | MOBILIZATION (2019) |
0.30
| 1 | LS | $125,000.00 | $200,000.00 |
$200,000.00
| $1,742,857.14 | $1,900,000.00 |
| | MOBILIZATION (2020) |
0.30
| 1 | LS | $125,000.00 | $200,000.00 |
$200,000.00
| $1,390,254.14 | $1,430,000.00 |
| | NOX AND PM10 REDUCTION PLAN UPDATES (STIPULATED UNIT PRICE OF $500/MONTH) |
0.03
| 36 | MTH | $500.00 | $500.00 |
$18,000.00
| $500.00 | $500.00 |
| | NOX AND PM10 REDUCTION PLAN (STIPULATED UNIT PRICE OF $2,500) |
0
| 1 | LS | $2,500.00 | $2,500.00 |
$2,500.00
| $2,500.00 | $2,500.00 |
| | OFFICE FACILITIES (MANNING PIT) |
0.17
| 36 | MTH | $1,250.00 | $3,200.00 |
$115,200.00
| $4,200.00 | $3,800.00 |
| | OFFICE FACILITIES (RESERVOIR) |
0.17
| 36 | MTH | $1,250.00 | $3,200.00 |
$115,200.00
| $5,642.86 | $3,800.00 |
| | PCC CURB & GUTTER PER CITY OF PASADENA STD PLAN S-406 (ACCESS ROADS) |
0.01
| 85 | LF | $25.00 | $40.00 |
$3,400.00
| $63.00 | $50.00 |
| | PCC CURB & GUTTER PER CITY OF PASADENA STD PLAN S-406 (MEDIAN) |
0.02
| 227 | LF | $25.00 | $60.00 |
$13,620.00
| $46.29 | $50.00 |
| | PORTABLE SCALES (2022) |
0.24
| 2 | EA | $30,000.00 | $80,000.00 |
$160,000.00
| $80,100.00 | $80,000.00 |
| | PORTABLE SCALES (2019) |
0.45
| 2 | EA | $30,000.00 | $150,000.00 |
$300,000.00
| $163,071.43 | $150,000.00 |
| | PIPE GATE PER STD PLAN 602 (MOD), W=42' |
0.02
| 1 | EA | $10,000.00 | $14,000.00 |
$14,000.00
| $10,828.57 | $13,000.00 |
| | PIPE GATE PER STD PLAN 602, W=16' |
0.02
| 2 | EA | $10,000.00 | $6,000.00 |
$12,000.00
| $5,285.71 | $6,100.00 |
| | PIPE GATE PER STD PLAN 602, W=32' |
0.02
| 1 | EA | $10,000.00 | $13,000.00 |
$13,000.00
| $8,928.57 | $10,000.00 |
| | PREPARATION OF SURFACE WATER DIVERSION PLAN (STIPULATED UNIT PRICE OF $5,000) |
0.03
| 4 | EA | $5,000.00 | $5,000.00 |
$20,000.00
| $5,000.00 | $5,000.00 |
| | PORTABLE SCALES (2020) |
0.45
| 2 | EA | $30,000.00 | $150,000.00 |
$300,000.00
| $89,114.29 | $86,000.00 |
| | PORTABLE SCALES (2021) |
0.27
| 2 | EA | $30,000.00 | $90,000.00 |
$180,000.00
| $81,028.57 | $86,000.00 |
| | REINFORCED CONCRETE ACCESS RAMP |
0.08
| 86 | CY | $1,200.00 | $650.00 |
$55,900.00
| $610.43 | $620.00 |
| | REINFORCED CONCRETE THRUST BLOCK (SECTION A4-A4) |
0.01
| 1 | EA | $4,200.00 | $9,000.00 |
$9,000.00
| $11,071.43 | $9,600.00 |
| | REINFORCED CONCRETE THRUST BLOCK (DETAIL "A") |
0.04
| 1 | EA | $30,000.00 | $28,000.00 |
$28,000.00
| $31,685.71 | $28,000.00 |
| | REINFORCED CONCRETE THRUST BLOCK (SECTION A3-A3) |
0.04
| 2 | EA | $8,000.00 | $14,000.00 |
$28,000.00
| $15,600.00 | $14,600.00 |
| | REINFORCED CONCRETE OUTLET STRUCTURE |
0.14
| 1 | LS | $52,000.00 | $90,000.00 |
$90,000.00
| $107,285.71 | $90,000.00 |
| | REMOVE AND REPLACE LACFCD WATER VALVE BOX |
0
| 1 | EA | $3,000.00 | $2,000.00 |
$2,000.00
| $2,483.57 | $2,000.00 |
| | REMOVE AND DISPOSE TEMPORARY SOUND WALL |
0.03
| 305 | LF | $10.00 | $55.00 |
$16,775.00
| $79.71 | $88.00 |
| | REMOVE AND DISPOSE OF EXISTING GUARDRAIL |
0.01
| 380 | LF | $20.00 | $16.00 |
$6,080.00
| $17.29 | $16.00 |
| | REMOVE ESA FENCING (2020) |
0.03
| 12000 | LF | $4.90 | $1.40 |
$16,800.00
| $1.78 | $1.50 |
| | REMOVE ESA FENCING (2021) |
0.03
| 12000 | LF | $4.90 | $1.40 |
$16,800.00
| $1.79 | $1.50 |
| | REMOVE BOLLARDS (INC. CONC. FOOTING) |
0.01
| 5 | EA | $150.00 | $800.00 |
$4,000.00
| $422.14 | $320.00 |
| | REMOVE EXISTING METAL HAND RAILINGS |
0
| 11 | LF | $50.00 | $200.00 |
$2,200.00
| $88.14 | $100.00 |
| | REMOVE ESA FENCING (2022) |
0.03
| 12000 | LF | $4.90 | $1.40 |
$16,800.00
| $1.72 | $1.40 |
| | REMOVE EXISTING 36" PE PIPE |
0
| 75 | LF | $20.00 | $35.00 |
$2,625.00
| $60.29 | $50.00 |
| | REMOVE EXISTING 36" PE PIPE (DOUBLE) |
0.01
| 200 | LF | $25.00 | $40.00 |
$8,000.00
| $71.14 | $55.00 |
| | REMOVE ESA FENCING (2019) |
0.03
| 12000 | LF | $4.90 | $1.40 |
$16,800.00
| $1.78 | $1.50 |
| | REMOVE PIEZOMETER |
0
| 2 | EA | $100.00 | $500.00 |
$1,000.00
| $1,367.14 | $1,600.00 |
| | REMOVE EXISTING METAL DRAIN PIPE |
0
| 49 | LF | $50.00 | $50.00 |
$2,450.00
| $56.71 | $50.00 |
| | REMOVE PULLBOX |
0
| 1 | EA | $300.00 | $500.00 |
$500.00
| $742.86 | $700.00 |
| | REMOVE SURVEY MONUMENT |
0
| 1 | EA | $150.00 | $1,000.00 |
$1,000.00
| $818.57 | $920.00 |
| | RESERVOIR MOWING |
0.53
| 350000 | AL | $1.00 | $1.00 |
$350,000.00
| $1.00 | $1.00 |
| | SHORING OF OPEN EXCAVATION (DRAINAGE) |
0
| 1 | LS | $5,000.00 | $1,000.00 |
$1,000.00
| $20,571.43 | $15,000.00 |
| | SHORING OF OPEN EXCAVATION (RETAINING WALL) |
0
| 1 | LS | $30,000.00 | $1,000.00 |
$1,000.00
| $68,857.14 | $15,000.00 |
| | SEPARATION AND DISPOSAL OF ORGANIC MATERIAL AND DEBRIS (2019) |
0.37
| 8313 | TON | $45.00 | $30.00 |
$249,390.00
| $70.86 | $70.00 |
| | SEPARATION AND DISPOSAL OF ORGANIC MATERIAL AND DEBRIS (2020) |
0.37
| 8313 | TON | $45.00 | $30.00 |
$249,390.00
| $71.14 | $70.00 |
| | SEPARATION AND DISPOSAL OF ORGANIC MATERIAL AND DEBRIS (2021) |
0.37
| 8313 | TON | $45.00 | $30.00 |
$249,390.00
| $71.71 | $71.00 |
| | SEPARATION AND DISPOSAL OF ORGANIC MATERIAL AND DEBRIS (2022) |
0.37
| 8313 | TON | $45.00 | $30.00 |
$249,390.00
| $72.00 | $72.00 |
| | STREET SWEEPING (RESERVOIR HAUL ROUTE) (2019) |
0.39
| 1440 | HRS | $67.00 | $180.00 |
$259,200.00
| $160.29 | $160.00 |
| | 2'X2' CUSTOM SIGN PANEL |
0.01
| 8 | EA | $1,000.00 | $700.00 |
$5,600.00
| $477.14 | $400.00 |
| | 24" RCP, 2000 D (ACCESS ROADS) |
0.04
| 191 | LF | $350.00 | $150.00 |
$28,650.00
| $147.14 | $140.00 |
| | 24" RCP, 2000 D (MANNING PIT) |
0.14
| 624 | LF | $500.00 | $150.00 |
$93,600.00
| $145.29 | $150.00 |
| | 36" POLYETHYLENE SOLID WALL PIPE |
0.04
| 64 | LF | $220.00 | $400.00 |
$25,600.00
| $322.57 | $350.00 |
| | 36" POLYETHYLENE SOLID WALL PIPE (DOUBLE) |
0.32
| 384 | LF | $375.00 | $550.00 |
$211,200.00
| $581.00 | $550.00 |
| | AC PAVEMENT (PATCH BACK) |
0.01
| 16 | TON | $200.00 | $400.00 |
$6,400.00
| $262.86 | $260.00 |
| | AC PAVEMENT (ACCESS ROADS) |
0.02
| 108 | TON | $100.00 | $150.00 |
$16,200.00
| $241.86 | $150.00 |
| | AC PAVEMENT (MANNING PIT) |
0.68
| 5417 | TON | $100.00 | $84.00 |
$455,028.00
| $112.43 | $110.00 |
| | AC PAVEMENT (MEDIAN) |
0.03
| 71 | TON | $100.00 | $250.00 |
$17,750.00
| $190.43 | $163.00 |
| | ACCESS RAMP/ROAD DRAIN INLET STRUCTURE |
0.08
| 7 | EA | $400.00 | $8,000.00 |
$56,000.00
| $8,614.29 | $8,000.00 |
| | ACCESS RAMP/ROAD DRAIN OUTLET STRUCTURE |
0.08
| 7 | EA | $900.00 | $8,000.00 |
$56,000.00
| $8,842.86 | $8,000.00 |
| | AIR PLACED CONCRETE (INCL WIRE MESH) (MANNING PIT) |
0.69
| 1156 | CY | $300.00 | $400.00 |
$462,400.00
| $597.71 | $580.00 |
| | ADJUST PIEZOMETER TO FINAL GRADE |
0
| 1 | EA | $3,000.00 | $1,600.00 |
$1,600.00
| $1,722.86 | $1,600.00 |
| | CATCH BASIN PER STD PLAN 300 (MOD), W=7 |
0.02
| 1 | EA | $9,000.00 | $11,000.00 |
$11,000.00
| $12,457.14 | $12,000.00 |
| | CITY PERMIT AND INSPECTION FEES (ALLOWANCE OF $50,000) |
0.08
| 50000 | AL | $1.00 | $1.00 |
$50,000.00
| $1.00 | $1.00 |
| | CLEARING AND GRUBBING (RESERVOIR) (2022) |
0.19
| 14 | AC | $3,300.00 | $9,000.00 |
$126,000.00
| $16,571.43 | $11,000.00 |
| | CLEARING AND GRUBBING (ACCESS ROADS) |
0.08
| 1 | LS | $50,000.00 | $50,000.00 |
$50,000.00
| $235,714.29 | $50,000.00 |
| | CLEARING AND GRUBBING (RESERVOIR) (2019) |
1.69
| 51 | AC | $3,300.00 | $22,000.00 |
$1,122,000.00
| $24,571.43 | $25,000.00 |
| | CONCRETE REMOVAL (REINFORCED) (CONCRETE DAM) |
0.01
| 17 | CY | $250.00 | $300.00 |
$5,100.00
| $432.86 | $320.00 |
| | CONCRETE REMOVAL (REINFORCED) (MEDIAN) |
0
| 10 | CY | $1,000.00 | $250.00 |
$2,500.00
| $492.86 | $500.00 |
| | CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $2,000) |
0
| 1 | LS | $2,000.00 | $2,000.00 |
$2,000.00
| $2,000.00 | $2,000.00 |
| | CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $5000) |
0.01
| 1 | LS | $5,000.00 | $5,000.00 |
$5,000.00
| $5,000.00 | $5,000.00 |
| | CRASH CUSHION |
0.10
| 1 | LS | $50,000.00 | $66,000.00 |
$66,000.00
| $53,128.57 | $66,000.00 |
| | CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MTH) |
0.03
| 36 | MTH | $500.00 | $500.00 |
$18,000.00
| $500.00 | $500.00 |
| | CRUSHED MISCELLANEOUS BASE (MEDIAN REMOVAL) |
0.01
| 36 | CY | $100.00 | $190.00 |
$6,840.00
| $145.00 | $160.00 |
| | CRUSHED MISCELLANEOUS BASE (MEDIAN RESTORATION) |
0.01
| 35 | CY | $100.00 | $170.00 |
$5,950.00
| $208.57 | $170.00 |
| | CRUSHED MISCELLANEOUS BASE (MANNING PIT) |
0.24
| 4013 | CY | $45.00 | $40.00 |
$160,520.00
| $67.29 | $61.00 |
| | ENVIRONMENTALLY SENSITIVE AREA (ESA) FENCING (2019) |
0.10
| 12000 | LF | $4.90 | $5.50 |
$66,000.00
| $5.32 | $4.40 |
| | ENVIRONMENTALLY SENSITIVE AREA (ESA) FENCING (2020) |
0.10
| 12000 | LF | $4.90 | $5.50 |
$66,000.00
| $5.05 | $4.00 |
| | EXPLORATORY EXCAVATION (12" GAS) |
0
| 1 | EA | $3,000.00 | $2,500.00 |
$2,500.00
| $6,857.14 | $5,000.00 |
| | EXPLORATORY EXCAVATION (12" WATER) |
0
| 1 | EA | $3,000.00 | $2,500.00 |
$2,500.00
| $6,857.14 | $5,000.00 |
| | ENVIRONMENTALLY SENSITIVE AREA (ESA) FENCING (2021) |
0.10
| 12000 | LF | $4.90 | $5.50 |
$66,000.00
| $5.08 | $4.00 |
| | ENVIRONMENTALLY SENSITIVE AREA (ESA) FENCING (2022) |
0.10
| 12000 | LF | $4.90 | $5.50 |
$66,000.00
| $5.09 | $4.00 |
| | FOLDABLE SIGN PANEL |
0.01
| 8 | EA | $150.00 | $450.00 |
$3,600.00
| $343.57 | $410.00 |
| | FUGITIVE DUST CONTROL PLAN (MANNING PIT) (STIPULATED UNIT PRICE OF $2,500) |
0
| 1 | LS | $2,500.00 | $2,500.00 |
$2,500.00
| $2,500.00 | $2,500.00 |
| | FUGITIVE DUST CONTROL PLAN (RESERVOIR) (STIPULATED UNIT PRICE OF $2,500) |
0
| 1 | LS | $2,500.00 | $2,500.00 |
$2,500.00
| $2,500.00 | $2,500.00 |
| | IMPLEMENTATION OF SURFACE WATER DIVERSION PLAN (STIPULATED UNIT PRICE OF $1,000/MONTH) |
0.05
| 32 | MTH | $1,000.00 | $1,000.00 |
$32,000.00
| $1,000.00 | $1,000.00 |
| | INSTALL SIGNS ON BARRICADES/POSTS |
0
| 8 | EA | $100.00 | $200.00 |
$1,600.00
| $315.71 | $210.00 |
| | Total Percent | 100 | | | | Total Amount | $66,564,504.25 | | |
