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Project 1: Reconfiguration Phase I
Base: RotaProject: Rota Water System Reconfiguration Phase I
ITEM QUANTITY UNIT UNIT COST COSTNew .5 MG Steel Tank 1 487,000.00$ 487,000.00$ 12" Pipe trench excavation, bedding,backfill, and surface restoration
900 LF 65.00$ 58,500.00$
8" Pipe trench excavation, bedding,backfill, and surface restoration
500 LF 63.00$ 31,500.00$
New 12" DIP 900 LF 97.00$ 87,300.00$ New 8" DIP 500 LF 59.00$ 29,500.00$ Fitting Allowance 15% 116,800.00$ 17,520.00$ PRV 2 EA 20,000.00$ 40,000.00$ Allowance for Misc Items 5% 264,320.00$ 13,216.00$
Subtotal 764,536$ Additional Project Costs
Demolition (addressed above if applicable) 0% 764,536$ -$ Sitework 0% 764,536$ -$ Plant Computer 0% 764,536$ -$ Yard Electrical 0% 764,536$ -$ Yard Piping 0% 764,536$ -$
Subtotal 764,536$ Contractor Markups
Overhead 10% 764,536$ 76,454$ Subtotal 840,990$
Profit 5% 840,990$ 42,049$ Subtotal 883,039$
Mob/Bonds/Insurance 5% 883,039$ 44,152$ Subtotal 927,191$
Contingency 30% 927,191$ 278,157$ Subtotal 1,205,348$
Location Adjustment Factor 0.83 1,205,348$ 1,000,439$
Estimated Construction Costs 1,000,439$ Non-Construction Costs
Engineering and Design 10% 1,000,439$ 100,043.91$ Services During Construction 8.5% 1,000,439$ 85,037$ Permitting 0% 1,000,439$ -$ Commissioning and Startup 0% 1,000,439$ -$
Total Project Costs* 1,185,600$
Annual O&M Cost:ITEM QUANTITY UNIT UNIT COST COST
New .5 MG Steel Tank 3% 487,000$ 12,175$ New 12" DIP 1% 87,300$ 1,164$ New 8" DIP 1% 29,500$ 393$ PRV 3% 40,000$ 1,000$ Subtotal 14,732$ Contingency 20% 14,732$ 2,946$ Total Annual O&M Cost 17,679$
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Project 2: System Reconfiguration PHASE II
Base: RotaProject: Rota Water System Reconfiguration PHASE II
ITEM QUANTITY UNIT UNIT COST COSTAbandon Old Kaan Tank and Pipeline 1 LS 64,830.00$ 64,830.00$ New 1 MG Steel Tank (Haofna) 1 EA 707,000.00$ 707,000.00$ 6" Pipe trench excavation, bedding, backfill, and surface restoration
7500 LF 60.00$ 450,000.00$
8" Pipe trench excavation, bedding,backfill, and surface restoration
4400 LF 63.00$ 277,200.00$
New 6" DIP pipe 7500 LF 44.00$ 330,000.00$ New 8" DIP 4400 LF 59.00$ 259,600.00$ Fitting Allowance 15% 589,600.00$ 88,440.00$ PRV 1 EA 20,000.00$ 20,000.00$ Chlorine System 1 LS 100,000.00$ 100,000.00$ Power Supply 1 LS 50,000.00$ 50,000.00$ Booster Pump Station 1 LS 300,000.00$ 300,000.00$ Allowance for Misc Items 5% 2,647,070.00$ 132,353.50$
Subtotal 2,779,424$ Additional Project Costs
Demolition (addressed above if applicable) 0% 2,779,424$ -$ Sitework 2% 2,779,424$ 55,588$ Plant Computer 0% 2,779,424$ -$ Yard Electrical 15% 2,779,424$ 416,914$ Yard Piping 0% 2,779,424$ -$
Subtotal 3,251,925$ Contractor Markups
Overhead 10% 3,251,925$ 325,193$ Subtotal 3,577,118$
Profit 5% 3,577,118$ 178,856$ Subtotal 3,755,974$
Mob/Bonds/Insurance 5% 3,755,974$ 187,799$ Subtotal 3,943,773$
Contingency 30% 3,943,773$ 1,183,132$ Subtotal 5,126,904$
Location Adjustment Factor 0.83 5,126,904$ 4,255,331$
Estimated Construction Costs 4,255,331$ Non-Construction Costs
Engineering and Design 10% 4,255,331$ 425,533.07$ Services During Construction 8.5% 4,255,331$ 361,703$ Permitting 0% 4,255,331$ -$ Commissioning and Startup 0% 4,255,331$ -$
Total Project Costs* 5,042,600$
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Annual O&M Cost:ITEM QUANTITY UNIT UNIT COST COST
New 1 MG Steel Tank (Haofna) 2.5% 707,000$ 17,675$ New 6" DIP pipe 1.3% 330,000$ 4,400$ New 8" DIP 1.3% 259,600$ 3,461$ PRV 2.5% 20,000$ 500$ Chlorine System 3.3% 100,000$ 3,333$ Power Supply 3.3% 50,000$ 1,667$ Booster Pump Station 2.5% 300,000$ 7,500$ Subtotal 38,536$ Contingency 20% 38,536$ 7,707$ Total Annual O&M Cost 46,244$
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Project 3: Reconfiguration Phase III
Base: RotaProject: Rota Water System Reconfiguration Phase III
ITEM QUANTITY UNIT UNIT COST COSTBooster Pump Station 1 LS 300,000.00$ 300,000.00$ Allowance for Misc Items 5% 300,000.00$ 15,000.00$
Subtotal 315,000$ Additional Project Costs
Demolition (addressed above if applicable) 0% 315,000$ -$ Sitework 2% 315,000$ 6,300$ Plant Computer 0% 315,000$ -$ Yard Electrical 15% 315,000$ 47,250$ Yard Piping 0% 315,000$ -$
Subtotal 368,550$ Contractor Markups
Overhead 10% 368,550$ 36,855$ Subtotal 405,405$
Profit 5% 405,405$ 20,270$ Subtotal 425,675$
Mob/Bonds/Insurance 5% 425,675$ 21,284$ Subtotal 446,959$
Contingency 30% 446,959$ 134,088$ Subtotal 581,047$
Location Adjustment Factor 0.83 581,047$ 482,269$
Estimated Construction Costs 482,269$ Non-Construction Costs
Engineering and Design 10% 482,269$ 48,226.88$ Services During Construction 8.5% 482,269$ 40,993$ Permitting 0% 482,269$ -$ Commissioning and Startup 0% 482,269$ -$
Total Project Costs* 571,500$
Annual O&M Cost:ITEM QUANTITY UNIT UNIT COST COST
Booster Pump Station 3% 300,000$ 7,500$
Subtotal 7,500$ Contingency 20% 7,500$ 1,500$ Total Annual O&M Cost 9,000$
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Project 4: Reconfiguration Phase IV
Base: RotaProject: Rota Water System Reconfiguration Phase IV
ITEM QUANTITY UNIT UNIT COST COST6" Pipe trench excavation, bedding, backfill, and surface restoration
12000 LF 60.00$ 720,000.00$
New 6" DIP 12000 LF 44.00$ 528,000.00$ Fitting Allowance 15% 528,000.00$ 79,200.00$ Allowance for Misc Items 5% 1,327,200.00$ 66,360.00$ PRV 1 EA 20,000.00$ 20,000.00$ Allowance for Misc Items 5% 1,413,560.00$ 70,678.00$
Subtotal 90,678$ Additional Project Costs
Demolitio (addressed above if applicable) 0% 90,678$ -$ Sitework 0% 90,678$ -$ Plant Computer 0% 90,678$ -$ Yard Electrical 0% 90,678$ -$ Yard Piping 0% 90,678$ -$
Subtotal 90,678$ Contractor Markups
Overhead 10% 90,678$ 9,068$ Subtotal 99,746$
Profit 5% 99,746$ 4,987$ Subtotal 104,733$
Mob/Bonds/Insurance 5% 104,733$ 5,237$ Subtotal 109,970$
Contingency 30% 109,970$ 32,991$ Subtotal 142,961$
Location Adjustment Factor 0.83 142,961$ 118,657$
Estimated Construction Costs 118,657$ Non-Construction Costs
Engineering and Design 10% 118,657$ 11,865.74$ Services During Construction 8.5% 118,657$ 10,086$ Permitting 0% 118,657$ -$ Commissioning and Startup 0% 118,657$ -$
Total Project Costs* 140,700$
Annual O&M Cost:ITEM QUANTITY UNIT UNIT COST COST
New 6" DIP 1% 528,000$ 7,040$ PRV 3% 20,000$ 500$
Subtotal 7,540$ Contingency 20% 7,540$ 1,508$ Total Annual O&M Cost 9,048$
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Project 5: Main Cave Enclosure
Base: RotaProject: Main Cave Enclosure
ITEM U/M QUANTITY UNIT COST COSTMain Cave Enclosure
Concrete Structure 49 683.50$ 33,491.50$ Misc Items (10%) 0.1 33,491.50$ 3,349.15$ Installation 0.2 36,840.65$ 7,368.13$
Onan EnclosureConcrete Structure 0 683.50$ -$ Misc Items (10%) 0 -$ -$ Installation 0 -$ -$
Subtotal 44,209$ Additional Project CostsDemolition (addressed above if applicable) 0% -$ Sitework 0% -$ Plant Computer 0% -$ Yard Electrical 0% -$ Yard Piping 0% -$ Subtotal 44,209$ Contractor MarkupsOverhead 10% 44,209$ 4,421$
Subtotal 48,630$ Profit 5% 48,630$ 2,431$
Subtotal 51,061$ Mob/Bonds/Insurance 5% 51,061$ 2,553$
Subtotal 53,614$ Contingency 30% 53,614$ 16,084$
Subtotal 69,698$ Location Adjustment Factor 0.83 69,698$ 57,850$
Estimated Construction Costs 57,850$ Non-Construction CostsEngineering and Design 10% 57,850$ 5,784.97$ Services During Construction 9% 57,850$ 4,917$ Permitting 0% 57,850$ -$ Commissioning and Startup 0% 57,850$ -$ Total Project Costs* 68,600$
Annual O&M Cost:ITEM U/M QUANTITY UNIT COST COST
Annual O&M Cost (assumes 75 year life) 1.33% 57,850$ 771$
Subtotal 771$ Contingency 20% 771$ 154$ Total Annual O&M Cost 926$
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Project 6: Replacement of Old Valves/ PRV's on Distribution Lines
Base: RotaProject: Replacement of Old Valves/PRV's on Distribution Lines
ITEM U/M QUANTITY UNIT COST COST10" PRV 2 13,333.33$ 26,666.67$ 6" PRV 1 8,000.00$ 8,000.00$ 4" PRV 2 5,333.33$ 10,666.67$ 3" PRV 1 4,000.00$ 4,000.00$ Installation 20% 49,333.33$ 9,866.67$ Removal of Old Valves 5% 59,200.00$ 2,960.00$
Subtotal 62,160$ Additional Project CostsDemolition (addressed above if applicable) 0% -$ Sitework 0% -$ Plant Computer 0% -$ Yard Electrical 0% -$ Yard Piping 0% -$ Subtotal 62,160$ Contractor MarkupsOverhead 10% 62,160$ 6,216$
Subtotal 68,376$ Profit 5% 68,376$ 3,419$
Subtotal 71,795$ Mob/Bonds/Insurance 5% 71,795$ 3,590$
Subtotal 75,385$ Contingency 30% 75,385$ 22,615$
Subtotal 98,000$ Location Adjustment Factor 0.83 98,000$ 81,340$
Estimated Construction Costs 81,340$ Non-Construction CostsEngineering and Design 0% 81,340$ -$ Services During Construction 8.5% 81,340$ 6,914$ Permitting 0% 81,340$ -$ Commissioning and Startup 0% 81,340$ -$ Total Project Costs* 88,300$
Annual O&M Cost:ITEM U/M QUANTITY UNIT COST COST
This is a replacement project and does not add any annual O&M cost
0% $ - $ -
Subtotal -$ Contingency 20% -$ -$ Total Annual O&M Cost -$
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Project 7: Well Facility Upgrade
Base: RotaProject: Well Facility Upgrade
ITEM U/M QUANTITY UNIT COST COSTWell Rehabilitation 3 10,000.00$ 30,000.00$
Subtotal 30,000$ Additional Project CostsDemolition (addressed above if applicable) 0% -$ Sitework 0% -$ Plant Computer 0% -$ Yard Electrical 0% -$ Yard Piping 0% -$ Subtotal 30,000$ Contractor MarkupsOverhead 10% 30,000$ 3,000$
Subtotal 33,000$ Profit 5% 33,000$ 1,650$
Subtotal 34,650$ Mob/Bonds/Insurance 5% 34,650$ 1,733$
Subtotal 36,383$ Contingency 30% 36,383$ 10,915$
Subtotal 47,297$ Location Adjustment Factor 0.83 47,297$ 39,257$
Estimated Construction Costs 39,257$ Non-Construction CostsEngineering and Design 0% 39,257$ -$ Services During Construction 8.5% 39,257$ 3,337$ Permitting 0% 39,257$ -$ Commissioning and Startup 0% 39,257$ -$ Total Project Costs* 42,600$
Annual O&M Cost:ITEM U/M QUANTITY UNIT COST COST
This is a rehab project and does not add any annual O&M cost
0% $ - $ -
Subtotal -$ Contingency 20% -$ -$ Total Annual O&M Cost -$
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GINALANGAN TANK
CAAN TANK
SP-2 SP-3SP-1
ONAN CAVEMAIN WATER CAVE
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0 3,200 6,4001,600Feet
Legend"W) Water Well"C) Chlorine Treatment Point"P) Pressure Logger
Water Pressure Reducer Valvesq Existingq Proposed
Water Booster PumpsO ExistingO Proposed
Water TankUT Existing TankUT Proposed Tank
Water MainsExisting Water LineDecommisioned TransmissionProposed Water Line
Rota Water System Proposed Improvements
New Booster Pump-2 pumps-75 gpm at 500 fit each-New 80 ft. x 80 ft. Building
Demoliosh Existing Steel 1 MG Tank
4400 ft. of 8" Diameter Ductile Iron pipe-250 PSI rated
8" Diamter PRV
New 1 MG Tank
7500 ft. of 6" Diameter Ductile Iron pipe-300 PSI Rated
New 0.5 MG TankAbandoned Tank
segment of Decommisioned Transmission Line
Abandoned/ Remove Existing P.S.
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GINALANGANTANK
CAANTANK
SP-1 SP-2 SP-3
MAIN WATER CAVE ONAN
CAVE
Replace 3000' of 12" Waterline Sinapalu
As-Funta to Songsong Loop 12" Waterline. 5.5 miles
Puntan to Gaonan8" Waterline. 2.5 miles
As Nieves, Chechon andGampapa/Duge waterlines
0 6,000 12,0003,000Feet
Legend"W) Water Well"C) Chlorine Treatment Point"P) Pressure Logger
Water Pressure Reducer Valveb Existingb Proposed
Water TankUT ExistingUT Proposed
Water Booster Pump_§ff Existing_§ff ProposedWater Main
ExistingProposedDecommisioned Transmission
ROTA WATER SYSTEM MASTER PLAN UPGRADE
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