| 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 |
| 001.06.003 | CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
0.02
| 30 | MTH | $500.00 | $500.00 |
$15,000.00
| $500.00 | $500.00 |
| 001.06.009 | 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 |
| 001.06.013 | PARTNERING (ALLOWANCE OF $25,000) |
0.03
| 25000 | AL | $1.00 | $1.00 |
$25,000.00
| $1.00 | $1.00 |
| 001.07.001 | IMPLEMENTATION OF BMPS |
0.16
| 30 | MTH | $3,500.00 | $5,000.00 |
$150,000.00
| $4,833.33 | $5,000.00 |
| 001.07.008 | IMPLEMENTATION OF THE SWPPP |
0.33
| 30 | MTH | $5,000.00 | $10,000.00 |
$300,000.00
| $28,666.67 | $33,000.00 |
| 001.08.005 | OFFICE FACILITIES |
0.39
| 60 | MTH | $2,500.00 | $6,000.00 |
$360,000.00
| $6,500.00 | $6,000.00 |
| 300.01.067 | CONCRETE REMOVAL (REINFORCED) |
0.23
| 1607 | CY | $250.00 | $130.00 |
$208,910.00
| $126.67 | $130.00 |
| 301.02.005 | CRUSHED MISCELLANEOUS BASE |
0.14
| 1254 | CY | $135.00 | $100.00 |
$125,400.00
| $95.67 | $100.00 |
| 302.05.013 | AC PAVEMENT |
0.21
| 1270 | TON | $130.00 | $150.00 |
$190,500.00
| $125.67 | $130.00 |
| | MOBILIZATION (2025) |
0.54
| 1 | LS | $1,000,000.00 | $500,000.00 |
$500,000.00
| $1,083,333.33 | $1,250,000.00 |
| | OUTLET TOWER A |
0.10
| 41 | CY | $2,000.00 | $2,200.00 |
$90,200.00
| $3,076.67 | $3,300.00 |
| | OUTLET TOWER B |
0.09
| 37 | CY | $2,000.00 | $2,200.00 |
$81,400.00
| $3,490.00 | $4,000.00 |
| | OUTLET TOWER C |
0.10
| 40 | CY | $2,000.00 | $2,200.00 |
$88,000.00
| $3,335.00 | $3,700.00 |
| | PREPARATION OF THE RESERVOIR DEWATERING PLAN (STIPULATED UNIT PRICE OF $10,000) |
0.01
| 1 | LS | $10,000.00 | $10,000.00 |
$10,000.00
| $10,000.00 | $10,000.00 |
| | PREPARATION OF THE FUGITIVE DUST CONTROL PLAN (STIPULATED UNIT PRICE OF $1,500/YEAR) |
0.01
| 5 | YEAR | $1,500.00 | $1,500.00 |
$7,500.00
| $1,500.00 | $1,500.00 |
| | PREPARATION OF SITE-SPECIFIC LEAD COMPLIANCE PLAN (STIPULATED UNIT PRICE OF $10,000) |
0.01
| 1 | LS | $10,000.00 | $10,000.00 |
$10,000.00
| $10,000.00 | $10,000.00 |
| | PREPARATION OF SITE-SPECIFIC HEALTH AND SAFETY PLAN (STIPULATED UNIT PRICE OF $10,000) |
0.01
| 1 | LS | $10,000.00 | $10,000.00 |
$10,000.00
| $10,000.00 | $10,000.00 |
| | PREPARATION OF THE SWPPP (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 SURFACE WATER DIVERSION PLAN (STIPULATED UNIT PRICE OF $10,000) |
0.01
| 1 | LS | $10,000.00 | $10,000.00 |
$10,000.00
| $10,000.00 | $10,000.00 |
| | REMOVE HIGH VISIBILITY FENCING (2024) |
0.01
| 2700 | LF | $20.00 | $2.00 |
$5,400.00
| $2.33 | $2.00 |
| | REMOVE HIGH VISIBILITY FENCING (2025) |
0.01
| 2700 | LF | $20.00 | $2.00 |
$5,400.00
| $2.42 | $2.00 |
| | REMOVE HIGH VISIBILITY FENCING (2021) |
0.01
| 2700 | LF | $20.00 | $2.00 |
$5,400.00
| $2.10 | $2.00 |
| | REMOVE HIGH VISIBILITY FENCING (2022) |
0.01
| 2700 | LF | $20.00 | $2.00 |
$5,400.00
| $2.18 | $2.00 |
| | REMOVE HIGH VISIBILITY FENCING (2023) |
0.01
| 2700 | LF | $20.00 | $2.00 |
$5,400.00
| $2.25 | $2.00 |
| | SEPARATION AND DISPOSAL OF ORGANIC MATERIAL AND TRASH (2023) |
0.05
| 23600 | TON | $65.00 | $2.00 |
$47,200.00
| $12.67 | $5.00 |
| | SEPARATION AND DISPOSAL OF ORGANIC MATERIAL AND TRASH (2024) |
0.05
| 23600 | TON | $65.00 | $2.00 |
$47,200.00
| $13.00 | $5.00 |
| | SEPARATION AND DISPOSAL OF ORGANIC MATERIAL AND TRASH (2025) |
0.05
| 23600 | TON | $65.00 | $2.00 |
$47,200.00
| $13.33 | $5.00 |
| | SEPARATION AND DISPOSAL OF ORGANIC MATERIAL AND TRASH (2021) |
0.03
| 16100 | TON | $65.00 | $2.00 |
$32,200.00
| $12.00 | $5.00 |
| | SEPARATION AND DISPOSAL OF ORGANIC MATERIAL AND TRASH (2022) |
0.05
| 23600 | TON | $65.00 | $2.00 |
$47,200.00
| $12.33 | $5.00 |
| | SPILLWAY CHANNEL A |
0.22
| 205 | CY | $2,000.00 | $1,000.00 |
$205,000.00
| $956.67 | $1,000.00 |
| | SPILLWAY CHANNEL B |
0.20
| 188 | CY | $2,000.00 | $1,000.00 |
$188,000.00
| $1,128.33 | $1,100.00 |
| | SPILLWAY CHANNEL C |
0.23
| 210 | CY | $2,000.00 | $1,000.00 |
$210,000.00
| $1,060.00 | $1,080.00 |
| | SLUICEWAY TOWER REPAIR |
0.98
| 1 | LS | $769,179.00 | $900,000.00 |
$900,000.00
| $736,666.67 | $900,000.00 |
| | SLUICEWAY TUNNEL REPAIR |
1.03
| 1 | LS | $1,407,600.00 | $950,000.00 |
$950,000.00
| $740,000.00 | $880,000.00 |
| | STREET SWEEPER(S) |
0.51
| 585 | DAYS | $1,200.00 | $800.00 |
$468,000.00
| $1,366.67 | $800.00 |
| | STAINLESS STEEL PIPE AND PIPE TRENCH ENCASEMENT |
0.41
| 1 | LS | $823,400.00 | $375,000.00 |
$375,000.00
| $1,875,000.00 | $800,000.00 |
| | TRANSPORTATION AND DISPOSAL OF HAZARDOUS WASTE |
0.08
| 1 | LS | $1,000,000.00 | $75,000.00 |
$75,000.00
| $35,666.67 | $25,000.00 |
| | VEHICLE AND EQUIPMENT EMISSIONS REPORTING |
0.07
| 30 | MTH | $10,000.00 | $2,000.00 |
$60,000.00
| $1,333.33 | $1,500.00 |
| | WATER TRUCKS |
1.27
| 585 | DAYS | $2,400.00 | $2,000.00 |
$1,170,000.00
| $3,766.67 | $2,300.00 |
| | 102" POLYMER COATED CSP, 12 GAGE |
1.15
| 1773 | LF | $385.00 | $600.00 |
$1,063,800.00
| $624.33 | $600.00 |
| | 102" SEEP RING, 8 GA 12"X12" |
0.09
| 9 | EA | $2,000.00 | $9,000.00 |
$81,000.00
| $9,310.00 | $9,000.00 |
| | 24" POLYMER COATED CSP, 12 GAGE |
0.02
| 100 | LF | $80.00 | $185.00 |
$18,500.00
| $243.00 | $254.00 |
| | 24" CSP DROP INLET |
0.02
| 7 | EA | $1,000.00 | $2,000.00 |
$14,000.00
| $3,613.33 | $2,500.00 |
| | 48" POLYMER COATED CSP, 12 GAGE |
0.15
| 710 | LF | $150.00 | $200.00 |
$142,000.00
| $252.00 | $250.00 |
| | 36" POLYMER COATED CSP, 12 GAGE |
0.79
| 3954 | LF | $120.00 | $185.00 |
$731,490.00
| $203.67 | $185.00 |
| | 36" CSP DROP INLET |
0.02
| 8 | EA | $1,500.00 | $2,200.00 |
$17,600.00
| $3,811.67 | $2,700.00 |
| | 72" POLYMER COATED CSP, 12 GAGE |
0.37
| 805 | LF | $300.00 | $425.00 |
$342,125.00
| $524.67 | $484.00 |
| | 72" SEEP RING, 8 GA 12"X12" |
0.05
| 10 | EA | $2,000.00 | $5,000.00 |
$50,000.00
| $5,468.33 | $5,000.00 |
| | 4X4 MAIN OUTLET TOWER SLIDE GATE |
0.20
| 1 | LS | $89,700.00 | $185,000.00 |
$185,000.00
| $256,666.67 | $250,000.00 |
| | ABANDON EXISTING CSP |
0.43
| 1 | LS | $159,640.00 | $400,000.00 |
$400,000.00
| $479,216.67 | $425,000.00 |
| | 66" POLYMER COATED CSP, 12 GAGE |
0.46
| 1061 | LF | $275.00 | $400.00 |
$424,400.00
| $410.67 | $400.00 |
| | 66" SEEP RING, 8 GA 12"X12" |
0.04
| 9 | EA | $2,000.00 | $4,500.00 |
$40,500.00
| $4,968.33 | $4,500.00 |
| | 6X6 SLUICE GATE AND HYDRAULIC ACTUATOR REHABILITATION |
0.30
| 1 | LS | $373,750.00 | $275,000.00 |
$275,000.00
| $350,000.00 | $375,000.00 |
| | ACCESS SHAFT |
0.38
| 7 | EA | $15,000.00 | $50,000.00 |
$350,000.00
| $59,470.00 | $62,410.00 |
| | CLEARING AND GRUBBING (RESERVOIR) |
0.17
| 78 | AC | $3,300.00 | $2,000.00 |
$156,000.00
| $2,000.00 | $2,000.00 |
| | CLEARING AND GRUBBING (SPS) |
0.13
| 47 | AC | $3,300.00 | $2,500.00 |
$117,500.00
| $4,166.67 | $3,000.00 |
| | CONCRETE GUTTER, TYPE A |
0.18
| 151 | CY | $1,000.00 | $1,100.00 |
$166,100.00
| $1,041.67 | $1,100.00 |
| | CONCRETE GUTTER, TYPE B |
0.37
| 285 | CY | $1,000.00 | $1,200.00 |
$342,000.00
| $1,123.33 | $1,200.00 |
| | CONCRETE GUTTER, TYPE C |
0.05
| 31 | CY | $1,000.00 | $1,400.00 |
$43,400.00
| $1,228.33 | $1,285.00 |
| | CSP RISER |
0.08
| 6 | EA | $10,000.00 | $12,500.00 |
$75,000.00
| $14,113.33 | $12,500.00 |
| | EXCAVATION, DISPOSAL, AND PLACEMENT OF SEDIMENT (2021) |
8.28
| 714000 | CY | $14.20 | $10.70 |
$7,639,800.00
| $11.50 | $10.70 |
| | EXCAVATION, DISPOSAL, AND PLACEMENT OF SEDIMENT (2022) |
11.38
| 1047000 | CY | $14.40 | $10.02 |
$10,490,940.00
| $11.46 | $10.02 |
| | EXCAVATION, DISPOSAL, AND PLACEMENT OF SEDIMENT (2023) |
11.40
| 1047000 | CY | $14.60 | $10.04 |
$10,511,880.00
| $11.44 | $10.04 |
| | EXCAVATION, DISPOSAL, AND PLACEMENT OF SEDIMENT (2024) |
11.42
| 1047000 | CY | $14.80 | $10.06 |
$10,532,820.00
| $11.39 | $10.06 |
| | EXCAVATION, DISPOSAL, AND PLACEMENT OF SEDIMENT (2025) |
11.44
| 1047000 | CY | $15.00 | $10.08 |
$10,553,760.00
| $11.34 | $10.08 |
| | EROSION PROTECTION BLANKET |
0.03
| 63152 | SY | $5.00 | $0.50 |
$31,576.00
| $0.83 | $1.00 |
| | FACING SLAB A |
0.55
| 360 | CY | $2,000.00 | $1,400.00 |
$504,000.00
| $921.67 | $685.00 |
| | FACING SLAB B |
0.39
| 258 | CY | $2,000.00 | $1,400.00 |
$361,200.00
| $992.33 | $800.00 |
| | FACING SLAB C |
0.26
| 168 | CY | $2,000.00 | $1,400.00 |
$235,200.00
| $1,051.00 | $880.00 |
| | HIGH VISIBILITY FENCING (2025) |
0.01
| 2700 | LF | $20.00 | $5.00 |
$13,500.00
| $5.53 | $5.00 |
| | HIGH VISIBILITY FENCING (2021) |
0.03
| 2700 | LF | $20.00 | $10.00 |
$27,000.00
| $6.58 | $5.75 |
| | HIGH VISIBILITY FENCING (2022) |
0.01
| 2700 | LF | $20.00 | $5.00 |
$13,500.00
| $5.07 | $5.00 |
| | HIGH VISIBILITY FENCING (2023) |
0.01
| 2700 | LF | $20.00 | $5.00 |
$13,500.00
| $5.22 | $5.00 |
| | HIGH VISIBILITY FENCING (2024) |
0.01
| 2700 | LF | $20.00 | $5.00 |
$13,500.00
| $5.37 | $5.00 |
| | HYDRAULIC POWER UNIT AND CONTROL PANEL |
0.18
| 1 | LS | $279,450.00 | $165,000.00 |
$165,000.00
| $468,333.33 | $540,000.00 |
| | IMPLEMENTATION OF THE FUGITIVE DUST CONTROL PLAN |
0.03
| 30 | MTH | $1,500.00 | $1,000.00 |
$30,000.00
| $13,000.00 | $15,000.00 |
| | IMPLEMENTATION OF SITE-SPECIFIC LEAD COMPLIANCE PLAN |
0.03
| 1 | LS | $2,500,000.00 | $30,000.00 |
$30,000.00
| $29,333.33 | $30,000.00 |
| | IMPLEMENTATION OF SITE SPECIFIC HEALTH AND SAFETY PLAN |
0.02
| 1 | LS | $150,000.00 | $20,000.00 |
$20,000.00
| $154,666.67 | $44,000.00 |
| | IMPLEMENTATION OF THE RESERVOIR DEWATERING PLAN (2021) |
2.74
| 1 | LS | $2,000,000.00 | $2,522,900.00 |
$2,522,900.00
| $5,924,300.00 | $5,250,000.00 |
| | IMPLEMENTATION OF THE RESERVOIR DEWATERING PLAN (2022) |
1.08
| 1 | LS | $1,500,000.00 | $1,000,000.00 |
$1,000,000.00
| $4,200,000.00 | $3,600,000.00 |
| | IMPLEMENTATION OF THE RESERVOIR DEWATERING PLAN (2023) |
1.08
| 1 | LS | $1,500,000.00 | $1,000,000.00 |
$1,000,000.00
| $1,816,666.67 | $2,200,000.00 |
| | IMPLEMENTATION OF THE RESERVOIR DEWATERING PLAN (2024) |
0.87
| 1 | LS | $1,500,000.00 | $800,000.00 |
$800,000.00
| $1,483,333.33 | $1,800,000.00 |
| | IMPLEMENTATION OF THE RESERVOIR DEWATERING PLAN (2025) |
0.22
| 1 | LS | $1,500,000.00 | $200,000.00 |
$200,000.00
| $1,186,666.67 | $1,560,000.00 |
| | IMPLEMENTATION OF THE SURFACE WATER DIVERSION PLAN (2023) |
1.63
| 1 | LS | $1,500,000.00 | $1,500,000.00 |
$1,500,000.00
| $3,083,333.33 | $2,200,000.00 |
| | IMPLEMENTATION OF THE SURFACE WATER DIVERSION PLAN (2024) |
1.36
| 1 | LS | $1,500,000.00 | $1,250,000.00 |
$1,250,000.00
| $2,816,666.67 | $1,800,000.00 |
| | IMPLEMENTATION OF THE SURFACE WATER DIVERSION PLAN (2025) |
0.54
| 1 | LS | $1,500,000.00 | $500,000.00 |
$500,000.00
| $2,580,000.00 | $1,800,000.00 |
| | IMPLEMENTATION OF THE SURFACE WATER DIVERSION PLAN (2021) |
3.84
| 1 | LS | $2,000,000.00 | $3,539,099.00 |
$3,539,099.00
| $9,746,366.33 | $9,200,000.00 |
| | IMPLEMENTATION OF THE SURFACE WATER DIVERSION PLAN (2022) |
1.90
| 1 | LS | $1,500,000.00 | $1,750,000.00 |
$1,750,000.00
| $4,483,333.33 | $5,000,000.00 |
| | MAIN OUTLET TOWER REHABILITATION |
2.60
| 1 | LS | $3,249,900.00 | $2,400,000.00 |
$2,400,000.00
| $1,383,333.33 | $1,500,000.00 |
| | MAIN OUTLET TUNNEL REPAIR |
1.25
| 1 | LS | $940,700.00 | $1,150,000.00 |
$1,150,000.00
| $670,000.00 | $600,000.00 |
| | NEW STEEL WALKWAY, LADDERS, AND MISC. METAL |
1.36
| 1 | LS | $1,261,550.00 | $1,250,000.00 |
$1,250,000.00
| $3,250,000.00 | $3,150,000.00 |
| | MOBILIZATION (2021) |
4.12
| 1 | LS | $1,000,000.00 | $3,800,000.00 |
$3,800,000.00
| $6,100,000.00 | $3,800,000.00 |
| | MOBILIZATION (2022) |
2.71
| 1 | LS | $1,000,000.00 | $2,500,000.00 |
$2,500,000.00
| $3,401,401.00 | $3,500,000.00 |
| | MOBILIZATION (2023) |
2.71
| 1 | LS | $1,000,000.00 | $2,500,000.00 |
$2,500,000.00
| $1,750,000.00 | $1,500,000.00 |
| | MOBILIZATION (2024) |
1.41
| 1 | LS | $1,000,000.00 | $1,300,000.00 |
$1,300,000.00
| $1,350,000.00 | $1,300,000.00 |
| | Total Percent | 100 | | | | Total Amount | $92,225,000.00 | | |
