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HomeMy WebLinkAboutCost Estimate1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 EN ER'S COST ESTIMATE -4/21/2 CltEEK MEADOWS (SECTION 4, PHASE 2A) PAVING & DRAINAGE IMPROVEMENTS BRYAN, BRAZOS COUNTY, TEXAS DESCRIPTION I QUANTITY I UNIT I PAVING IMPROVEMENTS Mobilization, Construction Staking, All Required 1 LS Testing by Contractor & Trench Safety SWPP Measures (Rock Rip-Rap, Seec!ing, Silt 1 LS Fencing, Construction Entrance, Inlet F'rotection) Clearing & Grubbing (ROW & All Easements) 1 LS Earthwork Excavation (Roadway, Alley:;, Drainage 2,000 CY Channels, Sitework, etc ... ) Earthwork Embankment (Roadway, All,3ys, Sitework, 700 CY etc .. ) (Excavated On-Site) Earthwork Embankment Finsihing (Topsoil, Landscape Berms & 700 CY Miscellaneous) (Excavated On-Site) 4" Thick Reinforced Concrete Sidewal~: (Includes 8,063 SF H/C Ramps) 6" Raised Concrete Curb & Gutter 2,102 LF 6" Compacted Lime Stabilized Subgracle 4,851 SY 8" Compacted Limestone Base (Collector Street) 3,810 SY 6" Compacted Limestone Base (Resid13ntial Street) 80 SY 2" Compacted Hot-mix Asphaltic Concrete 3,890 SY UNIT COST $2,500.00 $2,000.00 $1 ,000.00 $3.50 $3.00 $4.00 $3.75 $8.75 $3.50 $10.50 $7.90 $8.30 TOTAL COST $2,500.00 $2,000.00 $1 ,000.00 $7,000.00 $2,100.00 $2,800.00 $30,236.25 $18,392.50 $16,978.50 $40,005.00 $632.00 $32,287.00 SUB-TOTAL= $155,931 .25 Dl~INAGE IMPROVEMENTS Mobilization, Construction Staking, All Required 1 LS $2,000.00 $2,000.00 Testing by Contractor & Trench Safety Recessed Curb Inlet (5' Opening) 3 EA $3,000.00 $9,000.00 Recessed Curb Inlet (10' Opening) 3 EA $3,600.00 $10,800.00 Storm Sewer Junction Box 3 EA $3,000.00 $9,000.00 18" ADS (N-12) Storm Sewer 35 LF $27.00 $945.00 30" ADS (N-12) Storm Sewer 317 LF $51 .00 $16,167.00 CD1-202-0316-E09 1 of 2 . 7 8 9 10 11 12 13 1 EN~ER'S COST ESTIMATE -4/2112~ 36" ADS (N-12) Storm Sewer 279 48" RCP (CL 3) Storm Sewer w/Rubber Gasket 129 Profile Strucutral Bedding for 18" Storm Sewe (Cement 35 Stablized Sand) Strucutral Bedding for 30" Storm Sewer (Cement 317 Stablized Sand) Strucutral Bedding for 36" Storm Sewer (Cement 279 Stablized Sand) Strucutral Bedding for 48" Storm Sewer (Cement 30 Stablized Sand) Concrete Headwall w/Flared WingwallH (48" Pipe) 1 'WATER IMPROVEMENTS 16" Steel Encasement (3/8" Wall Thickness) w/End 72 Seals (Open Cut) LF $62.00 LF $172.00 LF $15.00 LF $25.00 LF $30.00 LF $35.00 EA $4,500.00 SUB-TOTAL= LF $85.00 SUB-TOTAL- SUB-TOTAL= 10% CONTINGENCY = TOTAL ESTIMATED CONSTRUCTION COST = This Engineer's Cost Estimate was preparec in our office, at the date shown, and is released for the pL rpose of public infrastructure cost projections. Rabon A. Metcalf, P.E CD1-202-0316-E09 Date RME Consulting Engineers POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 OFF/FAX: (979) 690-0329 E-mail: civil@rmengineer.com $17,298.00 $22,188.00 $525.00 $7,925.00 $8,370.00 $1 ,050.00 $4,500.00 $109,768.00 $6,120.00 $6,120.00 $271 ,819.25 $27, 181 .93 $299,001.18 2 of2 i NO. 1 2 3 4 5 6 7 8 9 10 11 12 Engineer's Cost Estimate CREEK MEADOWS (SECTION 4, PHASE 2A) PA YING & DRAINAGE IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS DESCRIPTION % Remain I QUANTITY UNIT n PAVING IMPROVEMENTS Mobilization, Construction Staking, All Required 1 LS 0% Testing by Contractor & Trench Safety SWPP Measures (Rock Rip-Rap, Seeding, Silt 1 LS 50% Fencing, Construction Entrance, Inlet Protection) Clearing & Grubbing (ROW & All Easements) 1 LS 0% Earthwork Excavation (Roadway, Alleys, Drainage 2,000 CY 0% Channels, Sitework, etc ... ) Earthwork Embankment (Roadway, Alleys, 700 CY 0% Sitework, etc .. ) (Excavated On-Site) Earthwork Embankment Finsihing (Topsoil, Landscape Berms & 700 CY 0% Miscellaneous) (Excavated On-Site) 4" Thick Reinforced Concrete Sidewalk (Includes 8,063 SF 0% H/C Ramps) 6" Raised Concrete Curb & Gutter 2,102 LF 0% 6" Compacted Lime Stabilized Subgrade 4,851 SY 0% 8" Compacted Limestone Base (Collector Street) 3,810 SY 0% 6" Compacted Limestone Base (Residential Street) 80 SY 0% 2" Compacted Hot-mix Asphaltic Concrete 3,890 SY 0% UNIT COST $3,500.00 $3,500.00 $1 ,000.00 $4.00 $5.00 $7.00 $4.25 $12.00 $4.00 $12.00 $8.25 $9.00 SUB-TOTAL= DRAINAGE IMPROVEMENTS 1 Mobilization. Construction Staking, All Required Testing by 1 LS 0% $3,500.00 Contractor (includes TV of line) & Trench Safety 2 Recessed Curb Inlet (5' Opening) 3 EA 0% $3,300.00 3 Recessed Curb Inlet (1 O' Opening) 3 EA 0% $4,300.00 4 Modified Storm Sewer Junction Box 3 EA 0% $3,500.00 5 18" RCP (CL 4) Storm Sewer 35 LF 0% $29.00 6 30" ADS (N-12) Storm Sewer 50 LF 0% $52.00 7 30" RCP (CL 3) Storm Sewer 163 LF 0% $85.00 CD1-260-0426-E05 TOTAL COST $0.00 $1 ,750.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1 ,750.00 $0.00 $0 .00 $0.00 $0.00 $0.00 $0.00 $0.00 1 of 2 8 9 10 11 12 13 14 15 r Engineer's Cost Estimate 36" ADS (N-12) Storm Sewer 279 LF 0% $65.00 $0.00 48" RCP (CL 3) Storm Sewer w/Rubber Gasket 129 LF 0% $195.00 $0.00 Profile Strucutral Bedding for 18" Storm Sewer (Cement 35 LF 0% $16.00 $0.00 Stablized Sand) Strucutral Bedding for 30" Storm Sewer (Cement 213 LF 0% $26.00 $0.00 Stablized Sand) Strucutral Bedding for 36" Storm Sewer (Cement 279 LF 0% $30.00 $0.00 Stablized Sand) Strucutral Bedding for 48" Storm Sewer (Cement 35 LF 0% $38.00 $0.00 Stablized Sand) Concrete Headwall w/Flared Wingwalls (30" Pipe) 1 EA 0% $4,000.00 $0.00 Modified Concrete Headwall w/Flared Wingwalls 1 EA 0% $5,500.00 $0.00 (48" Pipe) SUB-TOTAL= $0.00 WATER IMPROVEMENTS 16" Steel Encasement (3/8" Wall Thickness) w/End Seals (Open Cut) 72 LF 0% $95.00 SUB-TOTAL= ESTIMATED CONSTRUCTION COST= 10% CONTINGENCY= $0.00 $0.00 $1,750.00 $175.00 GRAND TOTAL= $1,925.00 ' ".......___ Censulr6Dg &:lgineeiP.S RME Consulting Engineers TEXAS FIRM REGlSTRA TION No. F-4695 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 OFF/FAX: (979) 764-0704 E-mail: civil@rmengineer.com 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., wiJJ not vary from estimates and prqjections prepared by the Engineer of record. CD1-260-0426-E05 2 of 2