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HomeMy WebLinkAboutEstimate Cost Engineer's Cost Estimate CREEK MEADOWS - SECTION 5, PHASE THREE PAVING,DRAINAGE,& UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT COST COST PAVING IMPROVEMENTS 1 Mobilization, Construction Staking, All Required 1 LS $5,000.00 $5,000.00 Testing by Contractor&Trench Safety 2 SWPP Measures(Rock Rip-Rap,Seeding,Silt Fencing, 1 LS $22,000.00 $22,000.00 Construction Entrance, Inlet Protection) 3 Clearing &Grubbing (ROW&All Easements) 1 LS $8,000.00 $8,000.00 4 In-Place Earthwork Excavation (Roadway, Alleys, 5,150 CY $4.50 $23,175.00 Drainage Channels, Sitework, etc...) 5 In-Pace Earthwork Embankment(Roadway, Alleys, 2,525 CY $4.50 $11,362.50 Sitework, etc..) (Excavated On-Site) 6 In-Place Earthwork Embankment Finishing(Topsoil, Landscape 1,300 CY $3.00 $3,900.00 Berms&Miscellaneous)(Excavated On-Site) 7 4"Thick Reinforced Concrete Sidewalk (Includes 13,623 SF $4.25 $57,897.75 H/C Ramps) 8 6"Raised Concrete Curb&Gutter 424 LF $11.25 $4,770.00 9 24" Laydown Concrete Gutter 2,822 LF $11.50 $32,453.00 10 6" Compacted Lime Stabilized Subgrade 6,222 SY $4.75 $29,554.50 (Residential Street) 11 6" Compacted Limestone Base (Residential Street) 4,701 SY $11.00 $51,711.00 12 2" Compacted Hot-mix Asphaltic Concrete 4,701 SY $13.00 $61,113.00 (Residential Street) 13 6" Compacted Lime Stabilized Subgrade 594 SY $11.00 $6,534.00 (Emergency Access Road &Temp Turn-Around) 14 1" Compacted Hot-mix Asphaltic Concrete 594 SY $10.00 $5,940.00 (Emergency Access Road &Temp Turn-Around) SUB-TOTAL= $323,410.75 DRAINAGE IMPROVEMENTS 1 Mobilization,Construction Staking,All Required Testing 1 LS $7,000.00 $7,000.00 (Including TV)by Contractor&Trench Safety 2 Recessed Curb Inlet(10' Opening) 2 EA $4,700.00 $9,400.00 Modify Existing Juncition Box to Recess Curb Inlet 2 EA $4,500.00 $9,000.00 3 (15' Opening) 4 Recessed Curb Inlet(20' Opening) 1 EA $6,500.00 $6,500.00 5 Storm Sewer Junction Box 2 EA $2.500.00 $5.000.00 Engineer's Cost Estimate 6 Tie into Existing Storm Sewer Junction Box 2 LS $750.00 $1,500.00 7 6' Wide Concrete Pilot Channel 1,515 SF $8.00 $12,120.00 8 6:1 SET (18" Pipe) 2 EA $1,200.00 $2,400.00 9 18" RCP (CL 3) Storm Sewer w/Cement Stabilized 40 LF $95.00 $3,800.00 Sand Bedding & Structural Backfill 10 24" RCP (CL 4) Storm Sewer w/Non-Structural 185 LF $100.00 $18,500.00 Backfill 11 24" RCP (CL 4) Storm Sewer w/Structural Backfill 34 LF $115.00 $3,910.00 12 30"ADS (N-12) Storm Sewer w/Cement Stabilized 162 LF $125.00 $20,250.00 Sand Bedding & Non-Structural Backfill SUB-TOTAL = $99,380.00 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 $4,000.00 Contractor&Trench Safety(Water Line) 2 8" PVC Water Line (C900, DR14)- Non Structural 1102 LF $19.00 $20,938.00 Backfill 3 8" PVC Water Line (C900, DR14) -Structural 96 LF $31.00 $2,976.00 Backfill 4 6" PVC Water Line(C900, DR14) - Non Structural 462 LF $18.00 $8,316.00 Backfill 5 6" PVC Water Line(C900, DR14) -Structural 72 LF $26.00 $1,872.00 Backfill 6 Tie into Existing Water Line 2 EA $750.00 $1,500.00 7 Standard Fire Hydrant Assembly 2 EA $3,500.00 $7,000.00 8 12"x6"Tapping Valve & Saddle 1 EA $2,500.00 $2,500.00 9 8" (MJ) Gate Valve& Box 5 EA $1,100.00 $5,500.00 10 6" (MJ) Gate Valve& Box 3 EA $800.00 $2,400.00 11 2" Blow-Off Valve& Riser 2 EA $1,100.00 $2,200.00 12 Air Release &Vacuum Check Valve 1 EA $3,500.00 $3,500.00 13 8" x 8" (MJ) Cross 1 EA $1,100.00 $1,100.00 14 8"x 6" (MJ) Tee 1 EA $850.00 $850.00 15 6" x 6" (MJ) Tee 1 EA $750.00 $750.00 CD1-260-0532-E04.xlsx 2 of 4 Engineer's Cost Estimate 16 8"x 6" (MJ) Reducer 1 EA $600.00 $600.00 17 8" (MJ) 22.5 deg Bend 2 EA $550.00 $1,100.00 18 8" (MJ) 11.25 deg Bend 3 EA $450.00 $1,350.00 19 6" (MJ) 11.25 deg Bend 2 EA $325.00 $650.00 20 8" (MJ) Plug w/2"Tap 2 EA $300.00 $600.00 21 Dual Water Service (Long Side) 6 EA $1,900.00 $11,400.00 22 Dual Water Service(Short Side) 3 EA $950.00 $2,850.00 23 Single Water Service (Long Side) 4 EA $1,400.00 $5,600.00 24 Single Water Service(Short Side) 12 EA $600.00 $7,200.00 SUB-TOTAL = $96,752.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety&TV Inspection 1 LS $4,000.00 $4,000.00 (Sewer Line) 2 8" PVC Sanitary Sewer(SDR-26, D3034) - Non 300 LF $25.00 $7,500.00 Structural Backfill 3 6" PVC Sanitary Sewer(SDR-26, D3034) - Non 1,256 LF $25.00 $31,400.00 Structural Backfill 4 6" PVC Sanitary Sewer(SDR-26, D3034) - 129 LF $42.00 $5,418.00 Structural Backfill 5 4" PVC Forcemain (SDR-26, D2241) - Non 122 LF $16.00 $1,952.00 Structural Backfill 6 4" PVC Forcemain (SDR-26, D2241) -Structural 57 LF $28.00 $1,596.00 Backfill 7 4' Diameter Standard Manhole w/32" Opening (Ring 5 EA $3,200.00 $16,000.00 &Cover) 8 4' Diameter Recieving Manhole w/32" Opening (Ring 1 EA $4,500.00 $4,500.00 & Cover) 9 4' Diameter Drop Manhole w/32"Opening (Ring & 2 EA $5,500.00 $11,000.00 Cover) 10 Tie into Existing Sanitary Sewer Line 3 EA $1,000.00 $3,000.00 11 Structural Bedding (Cement Stabilized Sand) 40 LF $23.00 $920.00 12 11.25 deg (MJ) Bends 4 EA $400.00 $1,600.00 13 Dual Sanitary Sewer Service (Long Side) 8 EA $1,750.00 $14,000.00 CD1-260-0532-E04.xlsx 3 of 4 Engineer's Cost Estimate 14 Dual Sanitary Sewer Service(Short Side) 6 EA $650.00 $3,900.00 15 Single Sanitary Sewer Service (Long Side) 4 EA $1,200.00 $4,800.00 16 Single Sanitary Sewer Service (Short Side) 2 EA $750.00 $1,500.00 SUB-TOTAL = $113,086.00 ��....xxv�x ESTIMATED CONSTRUCTION COST= $632,628.75 ft, OF TE*1 1 10% CONTINGENCY= $63,262.88 .., ,I 111 * •. ?" •• :*��i GRAND TOTAL = $695,891.63 ,...:RABON . .M.r�.... i �--Q ��/ 3 • ider ••1.o�•.<'CEN5.;:c.,\'‘ °.a�:� 11 SS/QNAL � 4 / 10 RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 POST OFFICE BOX 9253 ....,40e404ri ... -1141 _ COLLEGE STATION,TEXAS 77842 � a�t s OFF/FAX: (979)764-0704 t 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.,will not vary from estimates and projections prepared by the Engineer of record. CD1-260-0532-E04.xlsx 4 of 4 Engineer's Cost Estimate CREEK MEADOWS - SECTION 5, PHASE THREE PAVING,DRAINAGE,& UTILITY IMPROVEMENTS COLLEGE STATION,BRAZOS COUNTY,TEXAS UNIT PERCENT TOTAL NO. DESCRIPTION QUANTITY UNIT COST COMPLETE COST PAVING IMPROVEMENTS Mobilization, Construction Staking, All Required1 1 LS $5,000.00 100% $0.00 Testing by Contractor&Trench Safety 2 SWPP Measures(Rock Rip-Rap,Seeding,Silt Fencing, 1 LS $22,000.00 86% $3,000.00 Construction Entrance,Inlet Protection) 3 Clearing&Grubbing (ROW&All Easements) 1 LS $8,000.00 100% $0.00 4 In-Place Earthwork Excavation (Roadway, Alleys, 5,150 CY $4.50 100% Drainage Channels, Sitework,etc...) $0.00 5 In-Pace Earthwork Embankment(Roadway,Alleys, 2,525 CY $4.50 100% Sitework, etc..) (Excavated On-Site) $0.00 6 In-Place Earthwork Embankment Finishing(Topsoil,Landscape 1,300 CY $3.00 100% $0.00 Berms&Miscellaneous)(Excavated On-Site) 7 4"Thick Reinforced Concrete Sidewalk(Includes 13,623 SF $4.25 0% $57,897.75 H/C Ramps) 8 6"Raised Concrete Curb&Gutter 424 LF $11.25 0% $4,770.00 9 24"Laydown Concrete Gutter 2,822 LF $11.50 0% $32,453.00 10 6" Compacted Lime Stabilized Subgrade 6,222 SY $4.75 100% $0.00 (Residential Street) 11 6"Compacted Limestone Base(Residential Street) 4,701 SY $11.00 0% $51,711.00 12 2"Compacted Hot-mix Asphaltic Concrete 4,701 SY $13.00 0% $61,113.00 (Residential Street) 13 6"Compacted Lime Stabilized Subgrade 594 SY $11.00 100% $0.00 (Emergency Access Road &Temp Turn-Around) 14 1"Compacted Hot-mix Asphaltic Concrete 594 SY $10.00 0% $5,940.00 (Emergency Access Road &Temp Turn-Around) SUB-TOTAL= $216,884.75 DRAINAGE IMPROVEMENTS 1 Mobilization,Construction Staking,All Required Testing 1 LS $7,000.00 100% $0.00 (Including TV)by Contractor&Trench Safety 2 Recessed Curb Inlet(10'Opening) 2 EA $4,700.00 100% $0.00 3 Modify Existing Juncition Box to Recess Curb Inlet 2 EA $4,500.00 100% $0.00 (15'Opening) 4 Recessed Curb Inlet(20'Opening) 1 EA $6,500.00 100% $0.00 5 Storm Sewer Junction Box 2 EA $2,500.00 100% $0.00 CD1-260-0532-E05.xlsx 1 of 4 Engineer's Cost Estimate 6 Tie into Existing Storm Sewer Junction Box 2 LS $750.00 100% $0.00 7 6'Wide Concrete Pilot Channel 1,515 SF $8.00 100% $0.00 8 6:1 SET(18"Pipe) 2 EA $1,200.00 100% $0.00 9 18"RCP(CL 3)Storm Sewer w/Cement Stabilized Sand Bedding&Structural Backfill 40 LF $95.00 100% $0.00 10 24" RCP(CL 4) Storm Sewer w/Non-Structural Backfill 185 LF $100.00 100% $0.00 11 24" RCP(CL 4) Storm Sewer w/Structural Backfill 34 LF $115.00 100% $0.00 12 30"ADS(N-12) Storm Sewer w/Cement Stabilized Sand Bedding &Non-Structural Backfill 162 LF $125.00 100% $0.00 SUB-TOTAL= $0.00 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by Contractor&Trench Safety(Water Line) 1 LS $4,000.00 100% $0.00 2 8"PVC Water Line(C900, DR14)-Non Structural 1102 LF Backfill $19.00 100% $0.00 3 8" PVC Water Line(C900, DR14)-Structural Backfill 96 LF $31.00 100% $0.00 4 6" PVC Water Line(C900, DR14)-Non Structural Backfill 462 LF $18.00 100% $0.00 5 6" PVC Water Line(C900, DR14)-Structural Backfill 72 LF $26.00 100% $0.00 6 Tie into Existing Water Line 2 EA $750.00 100% $0.00 7 Standard Fire Hydrant Assembly 2 EA $3,500.00 100% $0.00 8 12"x6"Tapping Valve&Saddle 1 EA $2,500.00 100% $0.00 9 8"(MJ)Gate Valve&Box 5 EA $1,100.00 100% $0.00 10 6"(MJ)Gate Valve&Box 3 EA $800.00 100% $0.00 11 2" Blow-Off Valve& Riser 2 EA $1,100.00 100% $0.00 12 Air Release&Vacuum Check Valve 1 EA $3,500.00 100% $0.00 13 8"x 8" (MJ)Cross 1 EA $1,100.00 100% $0.00 14 8"x 6" (MJ)Tee 1 EA $850.00 100% $0.00 15 6"x 6" (MJ)Tee 1 EA $750.00 100% $0.00 CD1-260-0532-E05.xlsx 2 of 4 Engineer's Cost Estimate 16 8"x 6"(MJ) Reducer 1 EA $600.00 100% $0.00 17 8"(MJ)22.5 deg Bend 2 EA $550.00 100% $0.00 18 8"(MJ) 11.25 deg Bend 3 EA $450.00 100% $0.00 19 6"(MJ) 11.25 deg Bend 2 EA $325.00 100% $0.00 20 8"(MJ) Plug w/2"Tap 2 EA $300.00 100% $0.00 21 Dual Water Service(Long Side) 6 EA $1,900.00 100% $0.00 22 Dual Water Service(Short Side) 3 EA $950.00 100% $0.00 23 Single Water Service(Long Side) 4 EA $1,400.00 100% $0.00 24 Single Water Service(Short Side) 12 EA $600.00 100% $0.00 SUB-TOTAL= $0.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety&TV Inspection (Sewer Line) 1 LS $4,000.00 100% $0.00 2 8"PVC Sanitary Sewer(SDR-26, D3034)-Non Structural Backfill 300 LF $25.00 100% $0.00 3 6"PVC Sanitary Sewer(SDR-26, D3034)-Non Structural Backfill 1,256 LF $25.00 100% $0.00 4 6"PVC Sanitary Sewer(SDR-26, D3034)- Structural Backfill 129 LF $42.00 100% $0.00 5 4" PVC Forcemain (SDR-26, D2241)-Non Structural Backfill 122 LF $16.00 100% $0.00 6 4" PVC Forcemain (SDR-26, D2241)-Structural Backfill 57 LF $28.00 100% $0.00 7 4' Diameter Standard Manhole w/32"Opening (Ring &Cover) 5 EA $3,200.00 100% $0.00 8 4' Diameter Recieving Manhole w/32"Opening (Ring &Cover) 1 EA $4,500.00 100% $0.00 9 4' Diameter Drop Manhole w/32"Opening (Ring & Cover) 2 EA $5,500.00 100% $0.00 10 Tie into Existing Sanitary Sewer Line 3 EA $1,000.00 100% $0.00 11 Structural Bedding (Cement Stabilized Sand) 40 LF $23.00 100% $0.00 12 11.25 deg(MJ)Bends 4 EA $400.00 100% $0.00 13 Dual Sanitary Sewer Service(Long Side) 8 EA $1,750.00 100% $0.00 CD 1-260-0532-E05.xlsx 3 of 4 ' ' Engineer's Cost Estimate 14 Dual Sanitary Sewer Service(Short Side) 6 EA $650.00 100% $0.00 15 Single Sanitary Sewer Service(Long Side) 4 EA $1,200.00 100% $0.00 16 Single Sanitary Sewer Service(Short Side) 2 EA $750.00 100% $0.00 SUB-TOTAL= $0.00 �.,,�.�vtall, ESTIMATED CONSTRUCTION COST= $216,884.75 + �E OF TE,I ll 10%CONTINGENCY= .:,.•'•,,,- ;x........ is 11, $21,688.48 r 1 i •. i • GRAND TOTAL = $238,573.23 RA::'AA ��I F••••: �'/It r•;•�C�cENS�o.. a / ttX\1�tvi 1 t i RME Consulting Engineers f 1, TEXAS FIRM REGISTRATION No.F4695 A.... POST OFFICE BOX 9253 _ COLLEGE STATION,TEXAS 77842 C+r OFF/FAX: (979)764-0704 r E-mail: civil@nnengineer.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.,will not vary from estimates and projections prepared by the Engineer of record. CD1-260-0532-E05.xlsx 4 of 4 Engineer's Cost Estimate CREEK MEADOWS - SECTION 5, PHASE THREE PAVING, DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT COST COST PAVING IMPROVEMENTS 1 Mobilization, Construction Staking, All Required 1 LS $5,000.00 $5,000.00 Testing by Contractor&Trench Safety 2 SWPP Measures(Rock Rip-Rap,Seeding,Silt Fencing, 1 LS Construction Entrance, Inlet Protection) $22,000.00 $22,000.00 3 Clearing &Grubbing (ROW&All Easements) 1 LS $8,000.00 $8,000.00 4 In-Place Earthwork Excavation (Roadway, Alleys, 5,150 CY $4.50 $23,175.00 Drainage Channels, Sitework, etc...) 5 In-Pace Earthwork Embankment(Roadway, Alleys, 2,525 CY $4.50 $11,362.50 Sitework, etc..) (Excavated On-Site) 6 In-Place Earthwork Embankment Finishing(Topsoil, Landscape 1,300 CY Berms&Miscellaneous)(Excavated On-Site) $3.00 $3,900.00 7 4"Thick Reinforced Concrete Sidewalk (Includes 13,802 SF $4.25 $58,658.50 H/C Ramps) 8 6"Raised Concrete Curb&Gutter 424 LF $11.25 $4,770.00 9 24" Laydown Concrete Gutter 2,822 LF $11.50 $32,453.00 10 6" Compacted Lime Stabilized Subgrade 6,222 SY $4.75 $29,554.50 (Residential Street) 11 6" Compacted Limestone Base(Residential Street) 4,701 SY $11.00 $51,711.00 12 2" Compacted Hot-mix Asphaltic Concrete 4,701 SY $13.00 $61,113.00 (Residential Street) 13 6" Compacted Lime Stabilized Subgrade 594 SY $11.00 $6,534.00 (Emergency Access Road &Temp Turn-Around) 14 1" Compacted Hot-mix Asphaltic Concrete 594 SY $10.00 $5,940.00 (Emergency Access Road &Temp Turn-Around) SUB-TOTAL= $324,171.50 DRAINAGE IMPROVEMENTS 1 Mobilization,Construction Staking,All Required Testing 1 LS $7,000.00 (Including TV)by Contractor&Trench Safety $7,000.00 2 Recessed Curb Inlet(10' Opening) 2 EA $4,700.00 $9,400.00 3 Modify Existing Juncition Box to Recess Curb Inlet 2 EA $4,500.00 $9,000.00 (15' Opening) 4 Recessed Curb Inlet(20' Opening) 1 EA $6,500.00 $6,500.00 5 Storm Sewer Junction Box 2 EA $2,500.00 $5,000.00 CD1-260-0532-E03.xlsx 1 of 5 Engineer's Cost Estimate 6 Tie into Existing Storm Sewer Junction Box 2 LS $750.00 $1,500.00 7 Modify Weir Structure of Pond 8 1 LS $10,000.00 $10,000.00 8 6' Wide Concrete Pilot Channel 1,515 SF $8.00 $12,120.00 9 6:1 SET(18" Pipe) 2 EA $1,200.00 $2,400.00 10 18" RCP (CL 3) Storm Sewer w/Cement Stabilized Sand Bedding & Structural Backfill 40 LF $95.00 $3,800.00 11 24" RCP (CL 4) Storm Sewer w/Non-Structural 185 LF Backfill $100.00 $18,500.00 12 24" RCP (CL 4) Storm Sewer w/Structural Backfill 34 LF $115.00 $3,910.00 13 30"ADS (N-12) Storm Sewer w/Cement Stabilized Sand Bedding & Non-Structural Backfill 162 LF $125.00 $20,250.00 SUB-TOTAL = $109,380.00 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 $4,000.00 Contractor&Trench Safety(Water Line) 2 8" PVC Water Line(C900, DR14) - Non Structural Backfill 1102 LF $19.00 $20,938.00 3 8" PVC Water Line (C900, DR14) -Structural Backfill 96 LF $31.00 $2,976.00 4 6" PVC Water Line (C900, DR14) - Non Structural Backfill 462 LF $18.00 $8,316.00 5 6" PVC Water Line(C900, DR14) -Structural 72 LF Backfill $26.00 $1,872.00 6 Structural Bedding (Cement Stabilized Sand) 40 LF $25.00 $1,000.00 7 Tie into Existing Water Line 2 EA $750.00 $1,500.00 8 Standard Fire Hydrant Assembly 2 EA $3,500.00 $7,000.00 9 12"x6"Tapping Valve & Saddle 1 EA $2,500.00 $2,500.00 10 8"(MJ) Gate Valve& Box 5 EA $1,100.00 $5,500.00 11 6" (MJ) Gate Valve& Box 3 EA $800.00 $2,400.00 12 2" Blow-Off Valve& Riser 2 EA $1,100.00 $2,200.00 13 Air Release &Vacuum Check Valve 1 EA $3,500.00 $3,500.00 14 8"x 8" (MJ) Cross 1 EA $1,100.00 $1,100.00 CD1-260-0532-E03.xlsx 2 of 5 Engineer's Cost Estimate 15 8"x 6" (MJ)Tee 1 EA $850.00 $850.00 16 6"x 6" (MJ)Tee 1 EA $750.00 $750.00 17 8"x 6"(MJ) Reducer 1 EA $600.00 $600.00 18 8" (MJ)22.5 deg Bend 2 EA $550.00 $1,100.00 19 8" (MJ) 11.25 deg Bend 3 EA $450.00 $1,350.00 20 6" (MJ) 11.25 deg Bend 2 EA $325.00 $650.00 21 8" (MJ) Plug w/2"Tap 2 EA $300.00 $600.00 22 Dual Water Service (Long Side) 6 EA $1,900.00 $11,400.00 23 Dual Water Service (Short Side) 3 EA $950.00 $2,850.00 24 Single Water Service (Long Side) 4 EA $1,400.00 $5,600.00 25 Single Water Service(Short Side) 12 EA $600.00 $7,200.00 SUB-TOTAL = $97,752.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety&TV Inspection 1 LS $4,000.00 $4,000.00 (Sewer Line) 2 8" PVC Sanitary Sewer(SDR-26, D3034) - Non 300 LF Structural Backfill $25.00 $7,500.00 3 6" PVC Sanitary Sewer(SDR-26, D3034) - Non 1,256 LF Structural Backfill $25.00 $31,400.00 4 6" PVC Sanitary Sewer(SDR-26, D3034) - 129 LF Structural Backfill $42.00 $5,418.00 5 4" PVC Forcemain (SDR-26, D2241) - Non 122 LF Structural Backfill $16.00 $1,952.00 6 4" PVC Forcemain (SDR-26, D2241) - Structural 57 LF Backfill $28.00 $1,596.00 7 4' Diameter Standard Manhole w/32"Opening (Ring & Cover) 5 EA $3,200.00 $16,000.00 8 4' Diameter Recieving Manhole w/32" Opening (Ring 1 EA &Cover) $4,500.00 $4,500.00 9 4' Diameter Drop Manhole w/32"Opening (Ring & Cover) 2 EA $5,500.00 $11,000.00 10 Tie into Existing Sanitary Sewer Line 3 EA $1,000.00 $3,000.00 11 Structural Bedding (Cement Stabilized Sand) 40 LF $23.00 $920.00 CD1-260-0532-E03.xlsx 3 of 5 Engineer's Cost Estimate 12 Dual Sanitary Sewer Service (Long Side) 8 EA $1,750.00 $14,000.00 13 Dual Sanitary Sewer Service(Short Side) 6 EA $650.00 $3,900.00 14 Single Sanitary Sewer Service (Long Side) 4 EA $1,200.00 $4,800.00 15 Single Sanitary Sewer Service (Short Side) 2 EA $750.00 $1,500.00 SUB-TOTAL = $111,486.00 ESTIMATED CONSTRUCTION COST = $642,789.50 OF TEXT 10% CONTINGENCY= $64,278.95 r tr •• %\ •. ''• ��� GRAND TOTAL = $707,068.45 -:ON A. METCr,40 '!�•./CE N •SE. 1 S1CNAL � Am RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 „IV�" � POST OFFICE BOX 9253 1�r COLLEGE STATION,TEXAS 77842 Ca iefehm 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 offices 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. CD1-260-0532-E03.xlsx 4 of 5 Engineer's Cost Estimate CREEK MEADOWS - SECTION 5, PHASE THREE PAVING,DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT COST COST PAVING IMPROVEMENTS 1 Mobilization, Construction Staking, All Required 1 LS $5,000.00 $5,000.00 Testing by Contractor&Trench Safety 2 SWPP Measures(Rock Rip-Rap,Seeding, Silt Fencing, 1 LS $22,000.00 Construction Entrance, Inlet Protection) $22,000.00 3 Clearing & Grubbing (ROW&All Easements) 1 LS $8,000.00 $8,000.00 4 In-Place Earthwork Excavation (Roadway, Alleys, 5,150 CY $4.50 $23,175.00 Drainage Channels, Sitework, etc...) 5 In-Pace Earthwork Embankment(Roadway, Alleys, 2,525 CY $4.50 $11,362.50 Sitework, etc..) (Excavated On-Site) 6 In-Place Earthwork Embankment Finishing(Topsoil, Landscape 1,300 CY Berms&Miscellaneous)(Excavated On-Site) $3.00 $3,900.00 7 4"Thick Reinforced Concrete Sidewalk(Includes 13,802 SF $4.25 $58,658.50 H/C Ramps) 8 6"Raised Concrete Curb& Gutter 424 LF $11.25 $4,770.00 9 24" Laydown Concrete Gutter 2,822 LF $11.50 $32,453.00 10 6" Compacted Lime Stabilized Subgrade 6,222 SY $4.75 $29,554.50 (Residential Street) 11 6" Compacted Limestone Base (Residential Street) 4,701 SY $11.00 $51,711.00 12 2"Compacted Hot-mix Asphaltic Concrete 4,701 SY $13.00 $61,113.00 (Residential Street) 13 6" Compacted Lime Stabilized Subgrade 594 SY $11.00 $6,534.00 (Emergency Access Road &Temp Turn-Around) 14 1" Compacted Hot-mix Asphaltic Concrete 594 SY $10.00 $5,940.00 (Emergency Access Road &Temp Turn-Around) SUB-TOTAL = $324,171.50 DRAINAGE IMPROVEMENTS 1 Mobilization,Construction Staking,All Required Testing 1 LS $7,000.00 $7,000.00 (Including TV)by Contractor&Trench Safety 2 Recessed Curb Inlet(10' Opening) 2 EA $4,700.00 $9,400.00 3 Modify Existing Juncition Box to Recess Curb Inlet 2 EA $4,500.00 $9,000.00 (15' Opening) 4 Recessed Curb Inlet(20' Opening) 1 EA $6,500.00 $6,500.00 5 Storm Sewer Junction Box 2 EA $2,500.00 $5,000.00 CD1-260-0532-E03.xlsx 1 of 5 Engineer's Cost Estimate 6 Tie into Existing Storm Sewer Junction Box 2 LS $750.00 $1,500.00 7 Modify Weir Structure of Pond 8 1 LS $10,000.00 $10,000.00 8 6'Wide Concrete Pilot Channel 1,515 SF $8.00 $12,120.00 9 6:1 SET(18" Pipe) 2 EA $1,200.00 $2,400.00 10 18" RCP (CL 3) Storm Sewer w/Cement Stabilized 40 LF $95.00 $3,800.00 Sand Bedding &Structural Backfill 11 24" RCP (CL 4) Storm Sewer w/Non-Structural 185 LF $100.00 $18,500.00 Backfill 12 24" RCP (CL 4) Storm Sewer w/Structural Backfill 34 LF $115.00 $3,910.00 13 30"ADS (N-12) Storm Sewer w/Cement Stabilized 162 LF $125.00 $20,250.00 Sand Bedding & Non-Structural Backfill SUB-TOTAL = $109,380.00 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 $4,000.00 Contractor&Trench Safety(Water Line) 2 8" PVC Water Line (C900, DR14) - Non Structural 1102 LF $19.00 $20,938.00 Backfill 3 8" PVC Water Line (C900, DR14)-Structural 96 LF $31.00 $2,976.00 Backfill 4 6" PVC Water Line (C900, DR14) - Non Structural 462 LF $18.00 $8,316.00 Backfill 5 6" PVC Water Line(C900, DR14) -Structural 72 LF $26.00 $1,872.00 Backfill 6 Structural Bedding (Cement Stabilized Sand) 40 LF $25.00 $1,000.00 7 Tie into Existing Water Line 2 EA $750.00 $1,500.00 8 Standard Fire Hydrant Assembly 2 EA $3,500.00 $7,000.00 9 12"x6"Tapping Valve&Saddle 1 EA $2,500.00 $2,500.00 10 8" (MJ)Gate Valve& Box 5 EA $1,100.00 $5,500.00 11 6" (MJ) Gate Valve& Box 3 EA $800.00 $2,400.00 12 2" Blow-Off Valve & Riser 2 EA $1,100.00 $2,200.00 13 Air Release&Vacuum Check Valve 1 EA $3,500.00 $3,500.00 14 8" x 8" (MJ) Cross 1 EA $1,100.00 $1,100.00 CD1-260-0532-E03.xlsx 2 of 5 Engineer's Cost Estimate 15 8"x 6"(MJ)Tee 1 EA $850.00 $850.00 16 6"x 6" (MJ)Tee 1 EA $750.00 $750.00 17 8"x 6" (MJ) Reducer 1 EA $600.00 $600.00 18 8" (MJ)22.5 deg Bend 2 EA $550.00 $1,100.00 19 8" (MJ) 11.25 deg Bend 3 EA $450.00 $1,350.00 20 6" (MJ) 11.25 deg Bend 2 EA $325.00 $650.00 21 8" (MJ) Plug w/2"Tap 2 EA $300.00 $600.00 22 Dual Water Service(Long Side) 6 EA $1,900.00 $11,400.00 23 Dual Water Service (Short Side) 3 EA $950.00 $2,850.00 24 Single Water Service(Long Side) 4 EA $1,400.00 $5,600.00 25 Single Water Service (Short Side) 12 EA $600.00 $7,200.00 SUB-TOTAL = $97,752.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety&TV Inspection 1 LS $4,000.00 $4,000.00 (Sewer Line) 2 8" PVC Sanitary Sewer(SDR-26, D3034) - Non 300 LF $25.00 $7,500.00 Structural Backfill 3 6" PVC Sanitary Sewer(SDR-26, D3034) -Non 1,256 LF $25.00 $31,400.00 Structural Backfill 4 6" PVC Sanitary Sewer(SDR-26, D3034) - 129 LF $42.00 $5,418.00 Structural Backfill 5 4" PVC Forcemain (SDR-26, D2241) - Non 122 LF $16.00 $1,952.00 Structural Backfill 6 4" PVC Forcemain (SDR-26, D2241) -Structural 57 LF $28.00 $1,596.00 Backfill 7 4' Diameter Standard Manhole w/32" Opening (Ring 5 EA $3,200.00 $16,000.00 & Cover) 8 4' Diameter Recieving Manhole w/32" Opening (Ring 1 EA $4,500.00 $4,500.00 &Cover) 9 4' Diameter Drop Manhole w/32" Opening (Ring & 2 EA $5,500.00 $11,000.00 Cover) 10 Tie into Existing Sanitary Sewer Line 3 EA $1,000.00 $3,000.00 11 Structural Bedding (Cement Stabilized Sand) 40 LF $23.00 $920.00 CD1-260-0532-E03.xlsx 3 of 5 Engineer's Cost Estimate 12 Dual Sanitary Sewer Service(Long Side) 8 EA $1,750.00 $14,000.00 13 Dual Sanitary Sewer Service (Short Side) 6 EA $650.00 $3,900.00 14 Single Sanitary Sewer Service (Long Side) 4 EA $1,200.00 $4,800.00 15 Single Sanitary Sewer Service (Short Side) 2 EA $750.00 $1,500.00 SUB-TOTAL = $111,486.00 _.�.•.wv4 ESTIMATED CONSTRUCTION COST= $642,789.50 �- E OF TEX, i+1 10% CONTINGENCY= $64,278.95 1 GRAND TOTAL ... $707,068.45 ''ABO•' A�n --`4 o4 / ' ' .: ..583 : ii Imo' 0,�,•. /CENSE. '��� �` or 100 IL RME Consulting Engineers � w a TEXAS FIRM REGISTRATION No. F-4695 +`- �"' POST OFFICE BOX 9253 ,_ _410 �_ COLLEGE STATION,TEXAS 77842 mean tIl a g OFF/FAX: (979)764-0704 r , 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.,will not vary from estimates and projections prepared by the Engineer of record. CD1-260-0532-E03.xlsx 4 of 5