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| AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - ATLANTA DISTRICT | ||||
| Last Update: Monday, January 30, 2012 |
| ITEMS 400 2005 TO 467 2023 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0193 0247 - 0275 0305 - 0368 0400 - 0496 0500 - 0560 0610 - 0690 |
3120 - 3224 5284 - 5935 6007 - 6986 7580 - 7580 8020 - 8798 |
400 2005 - 467 2023 467 2024 - 496 2042 |
| Item No | Description | Units | January 31, 2012 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2005 | CEM STABIL BKFL | CY | 493.000 | 142.01623 | 4 | ||
| 400 2006 | CUT & RESTORING PAV | SY | 740.000 | 68.00000 | 1 | ||
| 400 2008 | CUT & RESTORING PAV (ASPH) | SY | 1,698.300 | 54.57516 | 4 | ||
| 400 2009 | CUT & RESTORING PAV (CONC) | SY | 46.000 | 90.00000 | 1 | ||
| 402 2001 | TRENCH EXCAVATION PROTECTION | LF | 116.000 | 6.79310 | 2 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 4,620.000 | 119.55541 | 3 | ||
| 416 2018 | DRILL SHAFT (SIGN MTS) (24 IN) | LF | 48.000 | 123.00000 | 1 | ||
| 416 2021 | DRILL SHAFT (SIGN MTS) (42 IN) | LF | 21.000 | 430.00000 | 1 | ||
| 416 2022 | DRILL SHAFT (SIGN MTS) (48 IN) | LF | 35.000 | 393.73000 | 1 | ||
| 416 2026 | DRILL SHAFT (HIGH MAST POLE) (60 IN) | LF | 50.000 | 510.00000 | 1 | ||
| 416 2029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 308.000 | 167.30305 | 3 | ||
| 416 2030 | DRILL SHAFT (TRF SIG POLE) (24 IN) | LF | 12.000 | 125.00000 | 1 | ||
| 416 2031 | DRILL SHAFT (TRF SIG POLE) (30 IN) | LF | 23.000 | 180.82609 | 2 | ||
| 416 2032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 511.000 | 195.07951 | 4 | ||
| 416 2034 | DRILL SHAFT (TRF SIG POLE) (48 IN) | LF | 132.000 | 445.00000 | 1 | ||
| 420 2001 | CL A CONC (MISC) | CY | 5.000 | 1,500.00000 | 1 | ||
| 420 2006 | CL C CONC (RAIL FOUNDATION) | CY | 91.800 | 380.00000 | 1 | ||
| 420 2014 | CL C CONC (CURB OUTLET) (TY I) | EA | 28.000 | 1,115.17857 | 3 | ||
| 420 2015 | CL C CONC (CURB OUTLET) (TY II) | EA | 13.000 | 776.92308 | 3 | ||
| 420 2016 | CL C CONC (COLLAR) | EA | 29.000 | 546.55172 | 2 | ||
| 420 2036 | CL A CONC (SEAL) | CY | 40.000 | 221.25000 | 3 | ||
| 420 2041 | CL C CONC (ABUT) (HPC) | CY | 261.900 | 648.24933 | 3 | ||
| 420 2042 | CL C CONC (BENT) (HPC) | CY | 553.400 | 635.21503 | 3 | ||
| 420 2061 | CL S CONC (HPC) BAS | CY | 45.900 | 465.00000 | 1 | ||
| 420 2084 | CL A CONC (CURB OUTLET) (TY I) | EA | 2.000 | 600.00000 | 1 | ||
| 420 2085 | CL A CONC (CURB OUTLET) (TY II) | EA | 1.000 | 700.00000 | 1 | ||
| 420 2256 | CL S CONC (APPR SLAB) (HPC) | CY | 449.030 | 435.71621 | 3 | ||
| 422 2003 | REINF CONC SLAB (HPC) (CL S) | SF | 76,892.000 | 13.28519 | 3 | ||
| 423 2001 | RETAINING WALL (MSE) | SF | 90,004.000 | 41.25000 | 1 | ||
| 425 2065 | PRESTR CONC GIRDER (TX34) | LF | 8,045.920 | 105.83324 | 2 | ||
| 425 2066 | PRESTR CONC GIRDER (TX40) | LF | 895.000 | 175.00000 | 1 | ||
| 425 2103 | PRESTR CONC BOX BEAM (5XB28) | LF | 1,158.830 | 175.00000 | 1 | ||
| 428 2002 | CONC SURF TREAT (CLASS II) | SY | 9,484.900 | 3.51282 | 3 | ||
| 430 2006 | CL C CONC FOR EXT STRU (CULV) (10'X 10') | LF | 44.000 | 525.00000 | 1 | ||
| 430 2010 | CL C CONC FOR EXT STRU (CULV) (5'X 5') | LF | 13.000 | 730.00000 | 1 | ||
| 430 2012 | CL C CONC FOR EXT STRU (CULV) (3'X 2') | LF | 60.000 | 281.91667 | 4 | ||
| 430 2014 | CL C CONC FOR EXT STRU (CULV) (9'X 8') | LF | 20.000 | 500.00000 | 1 | ||
| 430 2026 | CL C CONC FOR EXT STRU (CULV) (3 - 6'X 5' | LF | 29.000 | 491.00000 | 1 | ||
| 430 2038 | CL C CONC FOR EXT STRU (CULV) (9'X 5') | LF | 16.000 | 505.00000 | 1 | ||
| 430 2057 | CL C CONC FOR EXT STRUC (CULV) (4'X4') | LF | 11.000 | 345.45455 | 2 | ||
| 430 2067 | CL C CONC FOR EXT STRUC (CULV) (5'X6.5' | LF | 17.000 | 515.00000 | 1 | ||
| 430 2072 | CL C CONC FOR EXT STRU (CULV) (9'X 6') | LF | 15.000 | 615.00000 | 1 | ||
| 430 2119 | CL C CONC FOR EXT STRU (CULV) (8'X 7') | LF | 56.000 | 289.00000 | 1 | ||
| 430 2189 | CL C CONC FOR EXT STR (CULV) (10'X12') | LF | 23.000 | 669.00000 | 1 | ||
| 432 2001 | RIPRAP (CONC) (4 IN) | CY | 744.400 | 295.95177 | 5 | ||
| 432 2002 | RIPRAP (CONC) (5 IN) | CY | 448.800 | 314.56774 | 5 | ||
| 432 2016 | RIPRAP (STONE COMMON) (DRY) (8 IN) | CY | 36.000 | 126.66667 | 2 | ||
| 432 2021 | RIPRAP (STONE PROTECTION) (18 IN) | CY | 2,099.000 | 97.39876 | 7 | ||
| 432 2028 | BEDDING MATERIAL (6 IN) | CY | 664.000 | 87.56024 | 7 | ||
| 432 2038 | RIPRAP (CONC) (CL A ) | CY | 5.820 | 2,500.00000 | 1 | ||
| 432 2039 | RIPRAP (MOW STRIP) (4 IN) | CY | 1,647.900 | 327.84028 | 8 | ||
| 432 2048 | RIPRAP (CONC) (FLUME) | CY | 187.000 | 405.00000 | 1 | ||
| 432 2066 | RIPRAP (CONC) (CL B) | CY | 3.000 | 430.00000 | 1 | ||
| 432 2074 | RIPRAP CONC (8 IN) | CY | 7.500 | 415.00000 | 1 | ||
| 442 2048 | STRUCTURAL STEEL (MISC NON - BRIDGE) | LB | 666.000 | 10.00000 | 1 | ||
| 450 2001 | RAIL (TY T101) | LF | 777.320 | 62.00000 | 1 | ||
| 450 2011 | RAIL (TY T6) | LF | 400.000 | 50.00000 | 2 | ||
| 450 2021 | RAIL (TY T101RC) | LF | 340.180 | 59.24108 | 2 | ||
| 450 2072 | RAIL (HANDRAIL) (TY A) | LF | 20.000 | 190.29000 | 1 | ||
| 450 2143 | RAILING (TY T551) | LF | 1,151.000 | 61.00000 | 1 | ||
| 450 2146 | RAIL (TY T552) | LF | 3,143.000 | 58.00000 | 1 | ||
| 450 2161 | RAIL (TY T223) | LF | 2,808.000 | 69.97222 | 2 | ||
| 452 2002 | REMOV RAIL (METAL ELEMENTS) | LF | 364.000 | 7.00000 | 1 | ||
| 454 2001 | SEALED EXPANSION JOINT (4 IN) (SEJ - A) | LF | 555.000 | 86.73874 | 3 | ||
| 454 2004 | ARMOR JOINT | LF | 551.000 | 38.95826 | 3 | ||
| 454 2005 | ARMOR JOINT (WITH SEAL) | LF | 152.000 | 70.00000 | 1 | ||
| 462 2007 | CONC BOX CULV (5 FT X 3 FT) | LF | 288.000 | 220.00000 | 1 | ||
| 462 2023 | CONC BOX CULV (8 FT X 8 FT) | LF | 93.000 | 465.00000 | 1 | ||
| 462 2034 | CONC BOX CULV (10 FT X 10 FT) | LF | 162.000 | 400.00000 | 1 | ||
| 464 2002 | RC PIPE (CL III) (15 IN) | LF | 18.000 | 25.00000 | 2 | ||
| 464 2003 | RC PIPE (CL III) (18 IN) | LF | 20,175.000 | 25.02174 | 8 | ||
| 464 2005 | RC PIPE (CL III) (24 IN) | LF | 4,603.000 | 41.87807 | 7 | ||
| 464 2007 | RC PIPE (CL III) (30 IN) | LF | 672.500 | 49.32051 | 4 | ||
| 464 2009 | RC PIPE (CL III) (36 IN) | LF | 177.000 | 74.47525 | 4 | ||
| 464 2010 | RC PIPE (CL III) (42 IN) | LF | 110.000 | 92.72727 | 2 | ||
| 464 2011 | RC PIPE (CL III) (48 IN) | LF | 29.000 | 130.00000 | 2 | ||
| 465 2001 | INLET (COMPL) (TY C) | EA | 3.000 | 3,400.00000 | 1 | ||
| 465 2003 | INLET (COMPL) (TY H) | EA | 1.000 | 2,500.00000 | 1 | ||
| 465 2017 | INLET (COMPL) (MEDIAN) | EA | 11.000 | 4,090.90909 | 2 | ||
| 465 2100 | INLET (COMPL) (TY 1) | EA | 1.000 | 5,500.00000 | 1 | ||
| 465 2414 | INLET (COMPL) (MSE WALL) (2 GRATE) | EA | 7.000 | 4,750.00000 | 1 | ||
| 466 2048 | WINGWALL (PW) (HW=4 FT) | EA | 2.000 | 5,000.00000 | 1 | ||
| 466 2050 | WINGWALL (PW) (HW=6 FT) | EA | 1.000 | 6,500.00000 | 1 | ||
| 466 2051 | WINGWALL (PW) (HW=7 FT) | EA | 2.000 | 10,500.00000 | 2 | ||
| 466 2053 | WINGWALL (PW) (HW=9 FT) | EA | 5.000 | 17,400.00000 | 2 | ||
| 466 2054 | WINGWALL (PW) (HW=10 FT) | EA | 4.000 | 14,500.00000 | 2 | ||
| 466 2055 | WINGWALL (PW) (HW=11 FT) | EA | 2.000 | 36,000.00000 | 2 | ||
| 466 2056 | WINGWALL (PW) (HW=12 FT) | EA | 4.000 | 18,000.00000 | 2 | ||
| 466 2058 | WINGWALL (PW) (HW=14 FT) | EA | 2.000 | 25,000.00000 | 1 | ||
| 466 2095 | HEADWALL (CH - FW - 30) (DIA= 24 IN) | EA | 4.000 | 2,500.00000 | 1 | ||
| 466 2097 | HEADWALL (CH - FW - 30) (DIA= 30 IN) | EA | 2.000 | 3,500.00000 | 1 | ||
| 466 2099 | HEADWALL (CH - FW - 30) (DIA= 36 IN) | EA | 6.000 | 4,000.00000 | 1 | ||
| 466 2103 | HEADWALL (CH - FW - 30) (DIA= 60 IN) | EA | 1.000 | 6,000.00000 | 1 | ||
| 466 2127 | HEADWALL (CH - PW - 0) (DIA= 30 IN) | EA | 2.000 | 3,850.00000 | 2 | ||
| 466 2129 | HEADWALL (CH - PW - 0) (DIA= 36 IN) | EA | 2.000 | 3,500.00000 | 1 | ||
| 466 2130 | HEADWALL (CH - PW - 0) (DIA= 42 IN) | EA | 3.000 | 4,500.00000 | 1 | ||
| 466 2145 | HEADWALL (CH - PW - S) (DIA= 42 IN) | EA | 4.000 | 3,800.00000 | 1 | ||
| 466 2146 | HEADWALL (CH - PW - S) (DIA= 48 IN) | EA | 2.000 | 5,500.00000 | 1 | ||
| 467 2004 | SET (TY I) (48 IN) (3: 1) (C) | EA | 4.000 | 4,000.00000 | 1 | ||
| 467 2023 | SET (TY I) (S= 3 FT) (HW= 3 FT) (3: 1) (C) | EA | 2.000 | 3,700.00000 | 2 | ||
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