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Total value of Tennessee construction projects currently in our database:

Commercial Projects (value)
Pre-Bid Phase:$9,763,890,777
Bid Phase:$135,636,914
Post-Bid:$42,069,502,336
Civil Projects (value)
Pre-Bid Phase:$644,588,300
Bid Phase:$58,868,138
Post-Bid:$14,360,348,619



Church Project Case Study in Tennessee

This project information is pulled from our archive of hundreds of thousands of construction projects. Use it to research ideas and potential partners for your own project. Additional examples of church projects in Tennessee are also available.

Project Overview

Project Title:TNDOT JEFFERS ROAD BRIDGE
Estimated Value:$979,832
The cost to build churches in Tennessee depends upon the location, project scope, specific components used and current market conditions. If you are looking to size the cost of building a project similar to this one,

Project Location

State:Tennessee
County:Scott
Address:Jeffers Rd Over Buffalo Creek

Project Type

Building Category:Churches, Water and Sewage Piping, Bridges & Culverts, Excavating & Grading
Work Type:New

Project Description:

Bridge[s] & Culvert[s], Road[s], Excavating & Grading, Fencing, Sewage Piping 105-01 CONSTRUCTION STAKES,LINES AND GRADES LS 1.000 201-01 CLEARING AND GRUBBING LS 1.000 202-01 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 1.000 202-02.01 REMOVAL OF PIPE(12",STA. SUGAR GROVE RD)L.F. 80.000 202-02.02 REMOVAL OF PIPE(30",STA. BUFFALO CHURCH RD.)L.F. 56.000 202-03.01 REMOVAL OF ASPHALT PAVEMENT S.Y. 4990.000 203-01 ROAD&DRAINAGE EXCAVATION(UNCLIFIED)C.Y. 1029.000 203-02.01 BORROW EXCAVATION(GRADED SOLID ROCK)TON 1065.000 203-03 BORROW EXCAVATION(UNCLASSIFIED)C.Y. 4165.000 203-04 PLACING AND SPREADING TOPSOIL C.Y. 526.000 203-06 WATER M.G. 12.000 204-07 BEDDING MATERIAL(PIPE)CLASS B C.Y. 74.000 209-03 CHECK DAMS S.F. 315.000 209-05 SEDIMENT REMOVAL C.Y. 125.000 209-08.02 TEMPORARY SILT FENCE(WITH BACKING)L.F. 1408.000 209-10.20 TEMPORARY SEDIMENT TRAP C.Y. 250.000 303-01 MINERAL AGGREGATE,TY A BASE,GRADING D TON 1298.000 303-10.01 MINERAL AGGREGATE(SIZE 57)TON 286.000 307-01.01 ASP. CONC. MIX(PG64-22)(BPMB-HM)GR. A TON 438.000 307-01.08 ASPHALT CONC MX(PG64-22)(BPMB-HM)GR B-M2 TON 300.000 402-01 BITUMINOUS MATERIAL FOR PRIME COAT(PC)TON 11.000 402-02 AGGREGATE FOR COVER MATERIAL(PC)TON 34.000 403-01 BITUMINOUS MATERIAL FOR TACK COAT(TC)TON 1.000 411-01.10 ACS MIX(PG64-22)GRADIN D TON 196.000 607-37.02 18" CORRUGATED METAL PIPE CULVERT L.F. 80.000 607-37.05 36" CORRUGATED METAL PIPE CULVERT L.F. 176.000 607-39.02 18" PIPE CULVERT(SIDE DRAIN)L.F. 30.000 611-07.01 CLASS A CONCRETE(PIPE ENDWALLS)C.Y. 11.000 611-07.0 STEEL BAR REINFORCEMENT(PIPE ENDWALLS)LB. 228.000 705-01.01 GUARDRAIL AT BRIDGE ENDS L.F. 108.000 705-02.02 SINGLE GUARDRAIL(TYPE 2)L.F. 620.000 705-04.04 GUARDRAIL TERMINAL(TYPE 21)EACH 4.000706-01 GUARDRAIL REMOVED L.F. 425.000 709-05.06 MACHINED RIP-RAP(CLASS A-1)TON 6.000 709-05.08 MACHINED RIP-RAP(CLASS B)TON 201.000 709-05.09 MACHINED RIP-RAP(CLASS C)TON 100.000 712-01 TRAFFIC CONTROL LS 1.000 712-04.01 FLEXIBLE DRUMS(CHANNELIZING)EACH 62.000 712-05.01 WARNING LIGHTS(TYPE A)EACH 10.000 712-05.03 WARNING LIGHTS(TYPE C)EACH 12.000 712-06 SIGNS(CONSTRUCTION)S.F. 240.000 712-07.03 TEMPORARY BARRICADES(TYPE III)L.F. 106.000 716-05.01 PAINTED PAVEMENT MARKING(4" LINE)L.M. 0.340 716-05.0 PAINTED PAVEMENT MARKING(STOP LINE)L.F. 23.000 717-01 MOBILIZATION LS 1.000 740-10.04 GEOTEXTILE(TYPE IV)(STABILIZATION)S.Y. 1165.000 801-01 SEEDING(WITH MULCH)UNIT 4480.000 801-03 WATER(SEEDING&SODDING)M.G. 8.000 BRIDGE 202-04.01 REMOVAL OF STRUCTURES(76-A508-3.00)LS 1.000 204-02.01 DRY EXCAVATION(BRIDGES)C.Y. 262.000 204-03.01 WET EXCAVATION(BRIDGES)C.Y. 178.000 204-04.01 ROCK EXCAVATION(BRIDGES)C.Y. 12.000 204-05 ROCK DRILLING(BRIDGES)L.F. 36.000 204-10.01 FOUNDATION PREPARATION(PR. NO. 1,STA.13+30.00)LS 1.000 204-10.02 FOUNDATION PREPARATION(PR. NO. 2,STA. 14+10.00)LS 1.000 303-01.02 GRANULAR BACKFILL(BRIDGES)TON 26.000 604-02.03 EPOXY COATED REINFORCING STEEL LB. 57799.000 604-03.01 CLASS A CONCRETE(BRIDGES)C.Y. 186.000 604-03.02 STEEL BAR REINFORCEMENT(BRIDGES)LB. 31383.000 604-03.09 CLASS D CONCRETE(BRIDGE DECK)C.Y. 181.000 604-04.01 APPLIED TEXTURE FINISH(NEW STRUCTURES)S.Y. 584.000 604-07.01 RETAINING WALL(WALL NO. 1)S.F. 1530.000 606-02.03 STEEL PILES(10 INCH)L.F. 340.000 606-02.06 PILE TIPS(STEEL PILES,10 INCH)EACH 16.000 615-01.03 PRESTRESSED CONCRETE I-BEAM(TYPE III)L.F. 778.000 620-03.10 CONCRETE PARAPET(STD-1-1)L.F. 458.000 710-09.01 6"PERFORATED PIPE WITH VERTIC DRN SYSTEM L.F. 104.000 710-09.02 6" PIPE UNDERDRAIN L.F. 28.000