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 $5,000) |
0.01
| 1 | LS | $5,000.00 | $5,000.00 |
$5,000.00
| $5,000.00 | $5,000.00 |
001.06.006 | CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
0.03
| 34 | MTH | $500.00 | $500.00 |
$17,000.00
| $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 |
0.21
| 1 | LS | $10,000.00 | $115,000.00 |
$115,000.00
| $151,375.00 | $120,000.00 |
001.07.004 | PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000) |
0.01
| 1 | LS | $5,000.00 | $5,000.00 |
$5,000.00
| $5,000.00 | $5,000.00 |
001.07.007 | IMPLEMENTATION OF THE SWPPP |
0.55
| 1 | LS | $85,000.00 | $300,000.00 |
$300,000.00
| $236,250.00 | $210,000.00 |
001.07.021 | SHORING OF OPEN EXCAVATIONS |
0.37
| 1 | LS | $630,000.00 | $200,000.00 |
$200,000.00
| $502,957.02 | $427,500.00 |
001.07.043 | PREPARATION OF THE SITE-SPECIFIC LEAD COMPLIANCE PLAN (STIPULATED UNIT PRICE OF $3000) |
0.01
| 1 | LS | $3,000.00 | $3,000.00 |
$3,000.00
| $3,000.00 | $3,000.00 |
001.07.045 | IMPLEMENTATION OF THE SITE-SPECIFIC LEAD COMPLIANCE PLAN |
0.14
| 1 | LS | $25,000.00 | $75,000.00 |
$75,000.00
| $22,737.50 | $18,250.00 |
001.08.005 | OFFICE FACILITIES |
0.31
| 34 | MTH | $3,000.00 | $5,000.00 |
$170,000.00
| $6,756.25 | $6,250.00 |
001.09.003 | MOBILIZATION |
7.34
| 1 | LS | $4,000,000.00 | $3,998,042.48 |
$3,998,042.48
| $5,799,176.56 | $5,647,185.00 |
300.01.003 | CLEARING AND GRUBBING |
0.28
| 1 | LS | $80,000.00 | $150,000.00 |
$150,000.00
| $909,646.00 | $150,000.00 |
300.01.013 | TREE REMOVAL (6"-12" DIAMETER) |
0
| 2 | EA | $500.00 | $600.00 |
$1,200.00
| $869.38 | $792.50 |
300.01.014 | TREE REMOVAL (13"-24" DIAMETER) |
0.02
| 8 | EA | $900.00 | $1,200.00 |
$9,600.00
| $1,843.75 | $1,850.00 |
300.01.015 | TREE REMOVAL (25"+ DIAMETER) |
0.05
| 11 | EA | $1,100.00 | $2,500.00 |
$27,500.00
| $3,225.00 | $3,500.00 |
300.01.057 | REMOVE EXISTING CHAIN LINK FENCE |
0.16
| 11950 | LF | $5.00 | $7.50 |
$89,625.00
| $7.69 | $7.00 |
300.01.065 | CONCRETE REMOVAL (NON-REINFORCED) |
0.19
| 2960 | CY | $160.00 | $35.00 |
$103,600.00
| $117.00 | $100.00 |
300.01.067 | CONCRETE REMOVAL (REINFORCED) |
0.08
| 523 | CY | $350.00 | $80.00 |
$41,840.00
| $173.00 | $140.00 |
300.02.003 | UNCLASSIFIED EXCAVATION |
0.23
| 13881 | CY | $70.00 | $9.00 |
$124,929.00
| $40.63 | $44.50 |
300.06.003 | BASIN EXCAVATION |
8.81
| 2085952 | CY | $3.00 | $2.30 |
$4,797,689.60
| $6.08 | $5.13 |
300.11.007 | RIPRAP (LIGHT CLASS) |
0.04
| 160 | CY | $100.00 | $150.00 |
$24,000.00
| $173.25 | $172.50 |
300.11.009 | RIPRAP (QUARTER TON CLASS) |
0.47
| 1817 | CY | $120.00 | $140.00 |
$254,380.00
| $164.50 | $157.50 |
300.11.017 | CONCRETED RIPRAP (LIGHT CLASS) |
0.22
| 799 | CY | $150.00 | $150.00 |
$119,850.00
| $237.63 | $237.50 |
300.11.019 | CONCRETED RIPRAP (QUARTER TON CLASS) |
0.21
| 921 | CY | $150.00 | $125.00 |
$115,125.00
| $239.38 | $253.00 |
301.02.005 | CRUSHED MISCELLANEOUS BASE |
0.90
| 9805 | CY | $70.00 | $50.00 |
$490,250.00
| $56.56 | $37.50 |
302.05.001 | AC CURB, TYPE D2-6 |
0.14
| 22365 | LF | $5.00 | $3.50 |
$78,277.50
| $6.72 | $5.45 |
302.05.013 | AC PAVEMENT |
2.56
| 13973 | TON | $80.00 | $100.00 |
$1,397,300.00
| $105.88 | $96.50 |
303.01.333 | TRANSITION STRUCTURE PER STD PLAN 342 |
0.19
| 4 | EA | $5,000.00 | $26,000.00 |
$104,000.00
| $22,776.25 | $24,605.00 |
303.01.346 | MANHOLE PER STD PLAN 320 |
0.12
| 4 | EA | $5,000.00 | $17,000.00 |
$68,000.00
| $17,912.50 | $16,000.00 |
303.05.043 | PCC WALK, 4" THICK |
0
| 72 | SF | $20.00 | $26.00 |
$1,872.00
| $78.75 | $48.50 |
304.03.009 | 5' HIGH WALK GATE |
0
| 2 | EA | $1,000.00 | $525.00 |
$1,050.00
| $989.00 | $523.50 |
304.06.009 | TRANSPORTATION AND DISPOSAL OF TREATED WOOD WASTE |
0.02
| 4010 | LB | $1.00 | $2.50 |
$10,025.00
| $6.26 | $1.85 |
306.01.107 | 8' - 0" W X 4' - 0" H RCB |
0.28
| 20 | LF | $2,250.00 | $7,500.00 |
$150,000.00
| $4,648.25 | $4,650.00 |
306.01.109 | 8' - 6" W X 3' - 0" H DBL RCB |
0.49
| 128 | LF | $1,200.00 | $2,100.00 |
$268,800.00
| $2,198.75 | $2,165.00 |
306.01.135 | 72" RUBBER GASKETED RCP, 2000 D |
0.75
| 745 | LF | $700.00 | $550.00 |
$409,750.00
| $930.63 | $775.00 |
306.01.135 | 54" RUBBER GASKETED RCP, 2000 D |
0.49
| 896 | LF | $510.00 | $295.00 |
$264,320.00
| $483.75 | $408.50 |
306.01.135 | 60" RUBBER GASKETED RCP, 2000 D |
0.06
| 68 | LF | $500.00 | $450.00 |
$30,600.00
| $733.75 | $658.50 |
306.01.135 | 36" RUBBER GASKETED RCP, 2000 D |
0.12
| 342 | LF | $340.00 | $190.00 |
$64,980.00
| $285.63 | $224.00 |
306.01.135 | 18" RUBBER GASKETED RCP, 2000 D |
0.06
| 182 | LF | $230.00 | $175.00 |
$31,850.00
| $228.50 | $235.50 |
306.01.203 | 4" WATERMAIN, .14" THICK STL |
0.12
| 130 | LF | $350.00 | $500.00 |
$65,000.00
| $339.13 | $367.50 |
306.01.380 | 60" CONCRETE COLLAR |
0.01
| 1 | EA | $5,000.00 | $4,200.00 |
$4,200.00
| $4,880.63 | $3,750.00 |
306.02.011 | JACK 72" RUBBER GASKETED RCP, 3000 D |
1.02
| 427 | LF | $2,000.00 | $1,300.00 |
$555,100.00
| $1,910.00 | $1,495.00 |
601.09.011 | TRAFFIC CONTROL |
0.18
| 1 | LS | $70,000.00 | $100,000.00 |
$100,000.00
| $215,312.50 | $87,500.00 |
601.09.017 | FLASHING ARROW SIGN |
0
| 2 | EA | $5,000.00 | $1,000.00 |
$2,000.00
| $4,797.50 | $1,000.00 |
801.04.015 | FURNISH AND PLANT 24" BOX TREE |
0.03
| 21 | EA | $700.00 | $650.00 |
$13,650.00
| $950.00 | $675.00 |
801.06.003 | PLANT ESTABLISHMENT PERIOD |
0.03
| 1 | LS | $5,000.00 | $18,000.00 |
$18,000.00
| $28,562.50 | $18,000.00 |
| STRUCTURE EXCAVATION (OUTLET STRUCTURE) |
0.11
| 2602 | CY | $55.00 | $23.00 |
$59,846.00
| $42.50 | $32.00 |
| STRUCTURE EXCAVATION (OVERFLOW STRUCTURE) |
0.17
| 7761 | CY | $55.00 | $12.00 |
$93,132.00
| $42.81 | $37.50 |
| SUBMERSIBLE LEVEL TRANSMITTER AND APPURTENANCES |
0.06
| 8 | EA | $4,000.00 | $4,000.00 |
$32,000.00
| $5,613.75 | $4,750.00 |
| STRUCTURE EXCAVATION (WEIR STRUCTURE EAST) |
0.02
| 65 | CY | $55.00 | $150.00 |
$9,750.00
| $74.31 | $87.50 |
| TRANSPORTATION AND DISPOSAL OF PETROLEUM WASTE (ALLOWANCE OF $5,000) |
0.01
| 5000 | AL | $1.00 | $1.00 |
$5,000.00
| $1.00 | $1.00 |
| TREE PROTECTION |
0.02
| 7 | EA | $1,000.00 | $1,500.00 |
$10,500.00
| $1,140.00 | $920.00 |
| WATER TRUCKS |
1.88
| 682 | DAY | $1,200.00 | $1,500.00 |
$1,023,000.00
| $1,962.50 | $1,280.00 |
| VEHICLES AND EQUIPMENT EMISSIONS REPORTING |
0.50
| 34 | MTH | $1,000.00 | $8,000.00 |
$272,000.00
| $5,146.25 | $935.00 |
| VENT STACK |
0.04
| 4 | EA | $3,000.00 | $6,000.00 |
$24,000.00
| $6,257.50 | $5,535.00 |
| IMPLEMENTATION OF THE FUGITIVE DUST CONTROL PLAN |
0.50
| 34 | MTH | $1,500.00 | $8,000.00 |
$272,000.00
| $4,125.00 | $2,500.00 |
| HAUL TRUCK STAGING AND IDLING 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 |
| IMPLEMENTATION OF THE QUALITY CONTROL PROGRAM FOR MOISTURE CONTENT |
1.25
| 682 | DAY | $100.00 | $1,000.00 |
$682,000.00
| $1,145.00 | $1,000.00 |
| INSTALLATION OF TIRE WASHES |
0.63
| 3 | EA | $50,000.00 | $115,000.00 |
$345,000.00
| $157,375.00 | $123,000.00 |
| MAINTENANCE OF TIRE WASHES |
0.58
| 90 | MTH | $10,000.00 | $3,500.00 |
$315,000.00
| $3,558.75 | $3,250.00 |
| KEYPAD PER DETAIL"K" |
0.05
| 4 | EA | $5,000.00 | $7,000.00 |
$28,000.00
| $6,720.00 | $6,555.00 |
| MANUALLY OPERATED LIFT |
0.01
| 4 | EA | $2,000.00 | $1,500.00 |
$6,000.00
| $5,381.25 | $2,000.00 |
| MAINTENANCE OF TEMPORARY SOUND BARRIER |
0.24
| 5800 | LF | $50.00 | $23.00 |
$133,400.00
| $19.56 | $17.75 |
| NOISE MONITORING AND REPORTING |
0.37
| 34 | MTH | $8,000.00 | $6,000.00 |
$204,000.00
| $5,293.75 | $5,525.00 |
| MECHANICAL WORK |
0.03
| 1 | LS | $10,000.00 | $15,000.00 |
$15,000.00
| $38,788.75 | $35,000.00 |
| OVERHEAD HEIGHT CLEARANCE SIGN |
0.01
| 2 | EA | $250.00 | $1,400.00 |
$2,800.00
| $1,157.50 | $1,000.00 |
| OBJECT MARKER PER CALTRANS STD. PLAN A73A |
0.01
| 22 | EA | $100.00 | $160.00 |
$3,520.00
| $183.63 | $155.00 |
| PORTABLE SCALES |
0.99
| 3 | EA | $17,500.00 | $180,000.00 |
$540,000.00
| $309,625.00 | $246,000.00 |
| PREPARATION OF THE REVERSE SIGNAL ALARM MITIGATION 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 |
| PREPARATION OF THE NOISE ASSESSMENT REPORT (STIPULATED UNIT PRICE OF $15,000) |
0.03
| 1 | LS | $15,000.00 | $15,000.00 |
$15,000.00
| $15,000.00 | $15,000.00 |
| PREPARATION OF THE NOISE MITIGATION PLAN (STIPULATED LUMP SUM PRICE OF $3,000) |
0.01
| 1 | LS | $3,000.00 | $3,000.00 |
$3,000.00
| $3,000.00 | $3,000.00 |
| REINFORCED CONCRETE OUTLET STRUCTURE FOR EAST SETTLING BASIN |
0.11
| 1 | LS | $162,000.00 | $61,000.00 |
$61,000.00
| $62,214.00 | $52,500.00 |
| REINFORCED CONCRETE OUTLET STRUCTURE FOR WEST SETTLING BASIN |
0.11
| 1 | LS | $179,000.00 | $62,000.00 |
$62,000.00
| $62,509.00 | $52,500.00 |
| REINFORCED CONCRETE OVERFLOW STRUCTURE EAST SETTLING BASIN |
0.45
| 1 | LS | $139,000.00 | $246,000.00 |
$246,000.00
| $251,847.75 | $248,000.00 |
| REINFORCED CONCRETE ACCESS RAMP |
0.47
| 160 | CY | $930.00 | $1,600.00 |
$256,000.00
| $1,227.88 | $1,271.50 |
| REINFORCED CONCRETE BASIN EAST |
0.73
| 1 | LS | $360,200.00 | $400,000.00 |
$400,000.00
| $360,412.50 | $366,150.00 |
| REINFORCED CONCRETE BASIN WEST |
0.73
| 1 | LS | $360,200.00 | $400,000.00 |
$400,000.00
| $352,537.50 | $366,150.00 |
| PREPARTION OF OIL PIPELINE REMOVAL PLAN (STIPULATED PRICE OF $5,000) |
0.01
| 1 | LS | $5,000.00 | $5,000.00 |
$5,000.00
| $5,000.00 | $5,000.00 |
| REINFORCED CONCRETE OVERFLOW STRUCTURE NO. 2 |
0.48
| 1 | LS | $130,000.00 | $260,000.00 |
$260,000.00
| $229,976.50 | $226,500.00 |
| REINFORCED CONCRETE OVERFLOW STRUCTURE NO. 3 |
0.54
| 1 | LS | $153,000.00 | $293,000.00 |
$293,000.00
| $250,057.75 | $236,825.00 |
| REINFORCED CONCRETE OVERFLOW STRUCTURE NO. 4 |
0.50
| 1 | LS | $133,000.00 | $271,000.00 |
$271,000.00
| $240,906.38 | $239,000.00 |
| REINFORCED CONCRETE OVERFLOW STRUCTURE NO. 5 |
0.50
| 1 | LS | $137,000.00 | $270,000.00 |
$270,000.00
| $238,101.50 | $244,000.00 |
| REINFORCED CONCRETE OVERFLOW STRUCTURE NO. 6 |
0.52
| 1 | LS | $151,000.00 | $285,000.00 |
$285,000.00
| $253,182.75 | $249,325.00 |
| REINFORCED CONCRETE OVERFLOW STRUCTURE WEST SETTLING BASIN |
0.51
| 1 | LS | $140,000.00 | $280,000.00 |
$280,000.00
| $254,004.00 | $252,500.00 |
| REINFORCED CONCRETE INTAKE CANAL |
3.62
| 2190 | CY | $920.00 | $900.00 |
$1,971,000.00
| $913.13 | $842.50 |
| REINFORCED CONCRETE OUTLET STRUCTURE |
1.22
| 7 | EA | $57,900.00 | $95,000.00 |
$665,000.00
| $81,524.25 | $79,097.00 |
| REMOVAL OF TEMPORARY SOUND BARRIER |
0.07
| 5800 | LF | $50.00 | $7.00 |
$40,600.00
| $14.06 | $7.00 |
| REINFORCED CONCRETE WEIR STRUCTURE EAST |
0.23
| 1 | LS | $58,500.00 | $126,000.00 |
$126,000.00
| $145,650.00 | $140,100.00 |
| REINFORCED CONCRETE WEIR STRUCTURE WEST |
0.23
| 1 | LS | $58,500.00 | $125,000.00 |
$125,000.00
| $157,125.00 | $147,500.00 |
| REINFORCED CONCRETE OVERFLOW STRUCTURE NO. 1 |
0.54
| 1 | LS | $153,000.00 | $295,000.00 |
$295,000.00
| $253,145.25 | $246,675.00 |
| REMOVE AND RELOCATE EXISTING RIPRAP PER SH.12 |
0.08
| 2110 | CY | $30.00 | $20.00 |
$42,200.00
| $52.00 | $54.00 |
| REMOVAL OF EXISTING IMPROVEMENTS |
0.09
| 1 | LS | $43,000.00 | $50,000.00 |
$50,000.00
| $140,715.63 | $60,500.00 |
| REMOVAL OF OIL PIPELINE |
0.11
| 1 | LS | $20,000.00 | $60,000.00 |
$60,000.00
| $77,242.08 | $70,000.00 |
| STREET SWEEPING |
1.88
| 682 | DAYS | $1,400.00 | $1,500.00 |
$1,023,000.00
| $1,284.38 | $1,337.50 |
| SPECIAL REQUIREMENTS |
0.04
| 1 | LS | $30,000.00 | $24,000.00 |
$24,000.00
| $61,312.50 | $24,500.00 |
| SEDIMENT TRANSPORTATION PLAN |
0.02
| 1 | LS | $7,000.00 | $10,000.00 |
$10,000.00
| $22,937.50 | $7,500.00 |
| STRUCTURE EXCAVATION (CONCRETE BASIN EAST) |
0.04
| 650 | CY | $55.00 | $31.00 |
$20,150.00
| $71.56 | $70.50 |
| STRUCTURE EXCAVATION (CONCRETE BASIN WEST) |
0.04
| 650 | CY | $55.00 | $31.00 |
$20,150.00
| $76.06 | $61.00 |
| STRUCTURE EXCAVATION (ACCESS RAMP) |
0.04
| 432 | CY | $55.00 | $50.00 |
$21,600.00
| $60.31 | $61.00 |
| STRUCTURE EXCAVATION (BASIN DOWN DRAIN) |
0.07
| 926 | CY | $55.00 | $42.00 |
$38,892.00
| $60.81 | $65.50 |
| STRUCTURE EXCAVATION (WEIR STRUCTURE WEST) |
0.02
| 65 | CY | $55.00 | $150.00 |
$9,750.00
| $73.56 | $90.00 |
| STRUCTURE EXCAVATION (INTAKE CANAL) |
0.12
| 3768 | CY | $55.00 | $18.00 |
$67,824.00
| $62.44 | $65.50 |
| STRUCTURE EXCAVATION (OUTFALL STRUCTURE FOR EAST SETTLING BASIN) |
0.02
| 61 | CY | $55.00 | $160.00 |
$9,760.00
| $92.56 | $87.50 |
| STRUCTURE EXCAVATION (OUTFALL STRUCTURE FOR WEST SETTLING BASIN) |
0.02
| 42 | CY | $55.00 | $235.00 |
$9,870.00
| $120.56 | $107.50 |
| 2.5" FLUSHOUT HEAD, 200 PSI WWP, WITH HOSE ADAPTER |
0.01
| 2 | EA | $1,500.00 | $2,750.00 |
$5,500.00
| $2,521.50 | $2,475.00 |
| 18" X 18" CAST-IRON SLIDE GATE ASSEMBLY |
0.03
| 2 | EA | $10,000.00 | $9,300.00 |
$18,600.00
| $16,662.50 | $17,250.00 |
| 4" REDUCED PRESSURE PRINCIPLE ASSEMBLY FROM APPROVED USC FOUNDATION FOR CROSS-CONNECTION CONTROL LIST WITH 4' BY 8' STEEL ENCLOSURE |
0.08
| 2 | EA | $15,200.00 | $23,000.00 |
$46,000.00
| $17,174.00 | $16,681.00 |
| 4" STEEL STRUCTURAL SUPPORT PIPE |
0.03
| 64 | LF | $325.00 | $250.00 |
$16,000.00
| $258.13 | $228.00 |
| 4" GATE VALVE, FLG'D CL 125, 150 PSI WWP WITH HANDWHEEL |
0
| 2 | EA | $2,000.00 | $1,200.00 |
$2,400.00
| $1,361.88 | $1,275.00 |
| 4" GATE VALVE, FLG'D CL 125, 150 PSI WWP, NRS, W/ VALVE BOX PER LACWD STD PLAN W-15 |
0.01
| 2 | EA | $1,800.00 | $2,800.00 |
$5,600.00
| $2,343.88 | $2,000.00 |
| 36" X 36" CAST-IRON SLIDE GATE ASSEMBLY |
0.23
| 8 | EA | $26,000.00 | $16,000.00 |
$128,000.00
| $26,667.50 | $26,750.00 |
| 72" X 48" FABRICATED STAINLESS STEEL SLIDE GATE ASSEMBLY |
0.51
| 14 | EA | $25,000.00 | $20,000.00 |
$280,000.00
| $32,375.00 | $32,500.00 |
| 54" X 54" CAST-IRON SLIDE GATE ASSEMBLY |
0.17
| 4 | EA | $35,000.00 | $23,000.00 |
$92,000.00
| $35,150.00 | $35,000.00 |
| AC PAVEMENT (TEMPORARY ACCESS ROAD AND RAMP) |
0.32
| 1500 | TON | $80.00 | $115.00 |
$172,500.00
| $128.75 | $119.50 |
| AC PAVEMENT (TEMPORARY ACCESS ROAD MAINTENANCE) |
0.07
| 1500 | TON | $100.00 | $25.00 |
$37,500.00
| $99.25 | $107.50 |
| AUTOMATIC SLIDE GATE OPERATOR |
0.21
| 4 | EA | $3,000.00 | $28,000.00 |
$112,000.00
| $26,701.25 | $27,555.00 |
| AGENCY EXCLUDES 2013 MODEL YEAR ENGINE TRUCK |
0.04
| 2115914 | TON | $2.00 | $0.01 |
$21,159.14
| $0.10 | $0.01 |
| AGENCY EXCLUDES 2014 MODEL YEAR ENGINE TRUCK |
0.04
| 2115914 | TON | $1.00 | $0.01 |
$21,159.14
| $0.10 | $0.01 |
| AGENCY EXCLUDES 2015 MODEL YEAR ENGINE TRUCK |
0.04
| 2115914 | TON | $0.50 | $0.01 |
$21,159.14
| $0.11 | $0.01 |
| BEVEL GEAR OPERATOR |
0.04
| 24 | EA | $6,000.00 | $850.00 |
$20,400.00
| $4,659.38 | $2,750.00 |
| BASIN DOWN DRAIN |
0.31
| 2382 | LF | $70.00 | $70.00 |
$166,740.00
| $99.25 | $85.00 |
| CITY PERMIT AND INSPECTION FEES (ALLOWANCE OF $10,000) |
0.02
| 10000 | AL | $1.00 | $1.00 |
$10,000.00
| $1.00 | $1.00 |
| CHANGABLE MESSAGE SIGN (DELETED) |
0
| 1 | EA | $0.01 | $0.00 |
$0.00
| $0.00 | $0.00 |
| CHAIN LINK FENCE, 5' HIGH (INTAKE CANAL) |
0.12
| 1403 | LF | $75.00 | $48.00 |
$67,344.00
| $46.88 | $48.00 |
| CONCRETE DOWN DRAIN INLET |
0.17
| 30 | CY | $500.00 | $3,000.00 |
$90,000.00
| $3,159.13 | $3,250.00 |
| COLD MILL AC PAVEMENT (> 3") (DELETED) |
0
| 1 | SF | $0.01 | $0.00 |
$0.00
| $0.00 | $0.00 |
| CONSTRUCTION OF TEMPORARY SOUND BARRIER |
2.24
| 5800 | LF | $300.00 | $210.00 |
$1,218,000.00
| $182.00 | $175.00 |
| CONSTRUCT 2" COPPER WATER SERVICE LINE |
0.07
| 1 | LS | $66,000.00 | $40,000.00 |
$40,000.00
| $45,951.25 | $40,000.00 |
| ELECTRIC MOTOR OPERATOR AND APPURTENANCES |
0.34
| 24 | EA | $6,000.00 | $7,800.00 |
$187,200.00
| $7,581.25 | $6,750.00 |
| ELECTRICAL WORK |
1.69
| 1 | LS | $650,000.00 | $920,000.00 |
$920,000.00
| $1,074,450.63 | $1,000,000.00 |
| DRIVEWAY PER STD PLAN S-440-4 |
0.01
| 192 | SF | $16.00 | $35.00 |
$6,720.00
| $46.38 | $42.50 |
| DISPOSAL OF LEAD CONTAINING PAINT WASTE |
0.01
| 1 | LS | $10,000.00 | $5,000.00 |
$5,000.00
| $7,118.75 | $5,750.00 |
| EXPANDED METAL CAGE ENCLOSURE FOR WEIR |
0.39
| 2 | EA | $100,000.00 | $105,000.00 |
$210,000.00
| $104,462.50 | $102,500.00 |
| EXCAVATION, TRANSPORTATION AND DISPOSAL OF DELINEATED SOIL |
1.21
| 31268 | CY | $22.50 | $21.00 |
$656,628.00
| $26.32 | $24.50 |
| ELECTROMAGNETIC GATE LOCK |
0.01
| 4 | EA | $800.00 | $700.00 |
$2,800.00
| $1,026.25 | $710.00 |
| FUGITIVE DUST CONTROL PLAN (STIPULATED UNIT PRICE OF $2,500) |
0.01
| 3 | EA | $2,500.00 | $2,500.00 |
$7,500.00
| $2,500.00 | $2,500.00 |
| FABRICATED STEEL AIR GAP ADAPTOR |
0.01
| 2 | EA | $1,500.00 | $2,200.00 |
$4,400.00
| $2,625.00 | $1,752.50 |
| EXCAVATION, TRANSPORTATION AND DISPOSAL OF EXCESS BASIN MATERIAL |
36.99
| 1343403 | CY | $22.50 | $15.00 |
$20,151,045.00
| $21.39 | $21.50 |
| EXPANDED METAL CAGE ENCLOSURE FOR LOW FLOW AND CONCRETE LINED BASINS |
0.17
| 3 | EA | $25,000.00 | $30,000.00 |
$90,000.00
| $30,832.25 | $30,000.00 |
| EXPANDED METAL CAGE ENCLOSURE FOR REINFORCED CONCRETE OVERFLOW STRUCTURE |
0.37
| 8 | EA | $18,750.00 | $25,000.00 |
$200,000.00
| $27,714.75 | $27,500.00 |
| GAUGE BOARD |
0.13
| 16 | EA | $2,500.00 | $4,500.00 |
$72,000.00
| $5,075.00 | $3,250.00 |
| GALVANIZED STEEL SLIDE GATE-6 FEET HIGH |
0.43
| 8 | EA | $6,250.00 | $29,000.00 |
$232,000.00
| $28,475.00 | $28,750.00 |
| GALVANIZED STEEL DOUBLE SWING GATE-6-FEET HIGH, 16-FEET LONG |
0.07
| 2 | EA | $10,000.00 | $19,000.00 |
$38,000.00
| $17,200.00 | $18,250.00 |
| GALVANIZED STEEL PICKET FENCE-6 FEET HIGH |
4.43
| 13258 | LF | $150.00 | $182.00 |
$2,412,956.00
| $197.00 | $183.00 |
| Total Percent | 100 | | | | Total Amount | $54,483,460.00 | | |