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HomeMy WebLinkAboutCost Estimates1 Mobilization, Construction Staking, All Required Testing by Contractor & Trench Safety 1 LS $4,000.00 $4,000.00 2 SWPP Measures (Rock Rip -Rap, Seeding, Silt Fencing, Construction Entrance, Inlet Protection) 1 LS $3,500.00 $3,500.00 3 Clearing & Grubbing (ROW & All Easements) 1 LS $4,000.00 $4,000.00 4 In -Place Earthwork Excavation (Roadway, Alleys, Drainage Channels, Sitework, etc...) 2,515 CY $4.00 $10,060.00 5 In -Pace Earthwork Embankment (Roadway, Alleys, S etc..) (Excavated On -Site) 3,815 CY $4.50 $17,167.50 6 In -Place Earthwork Embankment Finishing (Topsoil Landscape Berms & Miscellaneous) (Excavated On -Site) 1,140 CY $3.00 $3,420.00 7 4" Thick Reinforced Concrete Sidewalk (Includes H/C Ramps) 8,159 SF $4.25 $34,675.75 8 6" Raised Concrete Curb & Gutter 298 LF $11.25 $3,352.50 9 24" Laydown Concrete Gutter 2,026 LF $11.25 $22,792.50 10 6" Compacted Lime Stabilized Subgrade 4,088 SY $4.75 $19,418.00 11 6" Compacted Limestone Base (Residential Street) 3,153 SY $11.00 $34,683.00 12 6" Thick Reinforced Concrete Valley Gutter (Residential Street) 69 SY $38.00 $2,622.00 13 2" Compacted Hot -mix Asphaltic Concrete 3,222 SY $13.00 $41,886.00 DRAINAGE IMPROVEMENTS 1 Mobilization, Construction Staking, All Required Testing (Including TV) by Contractor & Trench Safety 1 LS $4,000.00 $4,000.00 2 Recessed Curb Inlet (10' Opening) 2 EA $4,200.00 $8,400.00 3 Storm Sewer Junction Box 1 EA $2,500.00 $2,500.00 4 24" ADS (N -12) Storm Sewer 35 LF $40.00 $1,400.00 5 27" RCP (CL 3) Storm Sewer w /Rubber Gasket 294 LF $65.00 $19,110.00 6 Structural Bedding for 24 " -30" Storm Sewer (Cement Stabilized Sand) 36 LF $10.00 $360.00 2 T { TOTAL 1r3'..T COST Engineer's Cost Estimate CREEK MEADOWS - SECTION 2, PHASE 3 PAVING, DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS CD 1- 260- 0430 -E01 PAVING IMPROVEMENTS SUB -TOTAL = $201,577.25 1 of 3 11 ,Op 0 q'.14,1- WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by Contractor & Trench Safety (Water Line) 1 LS $2,500.00 $2,500.00 2 8" PVC Water Line (C909, CL 200) -Non Structural Backfill 69 LF $19.00 $1,311.00 3 8" PVC Water Line (C909, CL 200) - Structural Backfill 204 LF $28.50 $5,814.00 4 6" PVC Water Line (C909, CL 200) -Non Structural Backfill 834 LF $16.00 $13,344.00 5 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 $460.00 6 Standard Fire Hydrant Assembly 1 EA $3,500.00 $3,500.00 7 8" (MJ) Gate Valve & Box 1 EA $950.00 $950.00 8 6" (MJ) Gate Valve & Box 3 EA $800.00 $2,400.00 9 2" Blow -Off Valve & Riser 1 EA $1,100.00 $1,100.00 10 8" x 8" (MJ) Tee 1 EA $650.00 $650.00 11 6" x 6" (MJ) Tee 1 EA $450.00 $450.00 12 8" (MJ) Plug 1 EA $225.00 $225.00 13 8" x 6" (MJ) Reducer 1 EA $425.00 $425.00 14 8" (MJ) Plug w /2" Tap 1 EA $225.00 $225.00 15 Dual Water Service (Long Side) 12 EA $1,900.00 $22,800.00 16 Dual Water Service (Short Side) 8 EA $950.00 $7,600.00 17 Single Water Service (Long Side) 1 EA $1,500.00 $1,500.00 18 Single Water Service (Short Side) 1 EA $600.00 $600.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety & TV Inspection (Sewer Line) 1 LS $4,000.00 $4,000.00 2 6" PVC Sanitary Sewer (SDR -26, D3034) - Non Structural Backfill 825 LF $24.50 $20,212.50 3 6" PVC Sanitary Sewer (SDR -26, D3034) - Structural Backfill 171 LF $41.00 $7,011.00 Engineer's Cost Estimate SUB -TOTAL = $35,770.00 CD1- 260- 0430 -E01 SUB -TOTAL = $65,854.00 2 of 3 4 4' Diameter Standard Manhole w/32" Opening (Ring & Cover) 4 EA $3,200.00 $12,800.00 5 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 $460.00 6 Dual Sanitary Sewer Service (Long Side) 10 EA $1,750.00 $17,500.00 7 Dual Sanitary Sewer Service (Short Side) 9 EA $650.00 $5,850.00 8 Single Sanitary Sewer Service (Long Side) 1 EA $750.00 $750.00 9 Single Sanitary Sewer Service (Short Side) 1 EA $500.00 $500.00 Engineer's Cost Estimate Ccrsg eragemenevers SUB -TOTAL = ESTIMATED CONSTRUCTION COST = 10% CONTINGENCY = $69,083.50 GRAND TOTAL = $409,513.23 RME Consulting Engineers TEXAS FIRM REGISTRATION No. F -4695 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 OFF /FAX: (979) 764 -0704 E -mail: civil @rmengineer.com $372,284.75 $37,228.48 Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, and operating results are based on this office's experience, qualifications and judgment as a design professional. Since RME has no control over weather, cost and availability of labor, material and equipment, labor productivity, construction contractor's procedures and methods, unavoidable delays, construction contractor's methods of determining prices, economic conditions, competitive bidding or market conditions and other factors affecting such estimates or projections, this office does not guarantee that actual rates, costs, performance, schedules, etc., will not vary from estimates and projections prepared by the Engineer of record. CD1- 260 - 0430 -E01 3 of 3 1 Mobilization, Construction Staking, All Required Testing by Contractor & Trench Safety 1 LS $4,000.00 $4,000.00 2 SWPP Measures (Rock Rip -Rap, Seeding, Silt Fencing, Construction Entrance, Inlet Protection) 1 LS $3,500.00 $3,500.00 3 Clearing & Grubbing (ROW & All Easements) 1 LS $4,000.00 $4,000.00 4 In -Place Earthwork Excavation (Roadway, Alleys, Dra Channels, Sitework, etc...) 2,515 CY $4.00 $10,060.00 5 In -Pace Earthwork Embankment (Roadway, Alleys, S etc..) (Excavated On -Site) 3,815 CY $4.50 $17,167.50 6 In -Place Earthwork Embankment Finishing (Topsoil Landscape Berms & Miscellaneous) (Excavated On -Site) 1,140 CY $3.00 $3,420.00 7 4" Thick Reinforced Concrete Sidewalk (Includes H/C Ramps) 8,159 SF $4.25 $34,675.75 8 6" Raised Concrete Curb & Gutter 298 LF $11.25 $3,352.50 9 24" Laydown Concrete Gutter 2,026 LF $11.25 $22,792.50 10 6" Compacted Lime Stabilized Subgrade 5,088 SY $4.75 $24,168.00 11 6" Compacted Limestone Base (Residential Street) 3,153 SY $11.00 $34,683.00 12 6" Thick Reinforced Concrete Valley Gutter (Residential Street) 69 SY $38.00 $2,622.00 13 2" Compacted Hot -mix Asphaltic Concrete 3,222 SY $13.00 $41,886.00 14 1 Coarse Chip Seal 1,000 SY $1.50 $1,500.00 DRAINAGE IMPROVEMENTS 1 Mobilization, Construction Staking, All Required Testing (Including TV) by Contractor & Trench Safety 1 LS $4,000.00 $4,000.00 2 Recessed Curb Inlet (10' Opening) 2 EA $4,200.00 $8,400.00 3 Storm Sewer Junction Box 1 EA $2,500.00 $2,500.00 4 24" RCP (CL 4) Storm Sewer 35 LF $60.00 $2,100.00 5 27" RCP (CL 3) Storm Sewer w /Rubber Gasket 201 LF $65.00 $13,065.00 Engineer's Cost Estimate - Rev. No. 1 CREEK MEADOWS - SECTION 2, PHASE 3 PAVING, DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS PAVING IMPROVEMENTS SUB -TOTAL = $207,827.25 C D 1- 260- 0430 -E03 1 of 3 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by Contractor & Trench Safety (Water Line) 1 LS $2,500.00 $2,500.00 2 8" PVC Water Line (C909, CL 200) -Non Structural Backfill 250 LF $19.00 $4,750.00 3 8" PVC Water Line (C909, CL 200) - Structural Backfill 204 LF $28.50 $5,814.00 4 6" PVC Water Line (C909, CL 200) -Non Structural Backfill 653 LF $16.00 $10,448.00 5 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 $460.00 6 Standard Fire Hydrant Assembly 1 EA $3,500.00 $3,500.00 7 8" (MJ) Gate Valve & Box 1 EA $950.00 $950.00 8 6" (MJ) Gate Valve & Box 3 EA $800.00 $2,400.00 9 2" Blow -Off Valve & Riser 1 EA $1,100.00 $1,100.00 10 8" x 8" (MJ) Tee 1 EA $650.00 $650.00 11 6" x 6" (MJ) Tee 1 EA $450.00 $450.00 12 8" (MJ) Plug 1 EA $225.00 $225.00 13 8" x 6" (MJ) Reducer 1 EA $425.00 $425.00 14 8" (MJ) Plug w /2" Tap 1 EA $225.00 $225.00 15 Dual Water Service (Long Side) 9 EA $1,900.00 $17,100.00 16 Dual Water Service (Short Side) 9 EA $950.00 $8,550.00 17 Single Water Service (Long Side) 4 EA $1,500.00 $6,000.00 18 Single Water Service (Short Side) 2 EA $600.00 $1,200.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety & TV Inspection (Sewer Line) 1 LS $4,000.00 $4,000.00 2 6" PVC Sanitary Sewer (SDR -26, Class 160) - Non Structural Backfill 36 LF $29.00 $1,044.00 Engineer's Cost Estimate - Rev. No. 1 6 27" RCP (CL 4) Storm Sewer w /Rubber Gasket 93 LF $85.00 $7,905.00 SUB -TOTAL = $37,970.00 CD1- 260- 0430 -E03 SUB -TOTAL = $66,747.00 2 of 3 3 6" PVC Sanitary Sewer (SDR -26, Class 160) - Structural Backfill 100 LF $45.00 $4,500.00 4 6" PVC Sanitary Sewer (SDR -26, D3034) - Non Structural Backfill 747 LF $24.50 $18,301.50 5 6" PVC Sanitary Sewer (SDR -26, D3034) - Structural Backfill 92 LF $42.00 $3,864.00 6 4' Diameter Standard Manhole w/32" Opening (Ring & Cover) 4 EA $3,200.00 $12,800.00 7 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 $460.00 8 Dual Sanitary Sewer Service (Long Side) 10 EA $1,750.00 $17,500.00 9 Dual Sanitary Sewer Service (Short Side) 8 EA $650.00 $5,200.00 10 Single Sanitary Sewer Service (Long Side) 2 EA $750.00 $1,500.00 11 Single Sanitary Sewer Service (Short Side) 2 EA $500.00 $1,000.00 " - __ OF TE � %I 5 • s Ill . / , 3 '. O / Ct N '\ `' ON A't � i1 Engineer's Cost Estimate - Rev. No. 1 SUB -TOTAL = ESTIMATED CONSTRUCTION COST = 10% CONTINGENCY = GRAND TOTAL = $420,985.13 RME Consulting Engineers TEXAS FIRM REGISTRATION No. F -4695 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 OFF/FAX: (979) 764 -0704 E -mail: civil @rmengineer.com $382,713.75 $38,271.38 Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, and operating results are based on this office's experience, qualifications and judgment as a design professional. Since RME has no control over weather, cost and availability of labor, material and equipment, labor productivity, construction contractor's procedures and methods, unavoidable delays, construction contractor's methods of determining prices, economic conditions, competitive bidding or market conditions and other factors affecting such estimates or projections, this office does not guarantee that actual rates, costs, performance, schedules, etc., will not vary from estimates and projections prepared by the Engineer of record. CD1- 260 - 0430 -E03 3 of 3