AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - YOAKUM DISTRICT
Last Update: Thursday, August 08, 2024
| ITEMS 462 6030 TO 496 6105 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0169 0247 - 0275 0310 - 0361 0400 - 0496 0500 - 0560 0610 - 0688 0752 - 0788 0800 - 0800 | 4001 - 4055 5001 - 5036 6001 - 6056 | 400 6005 - 462 6028 462 6030 - 496 6105 |
| Item No | Description | Units | December 31, 2016 | Twelve-Month-Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 462 6030 | CONC BOX CULV (10 FT X 6 FT) | LF | 63.000 | 761.34000 | 1 | ||
| 462 6034 | CONC BOX CULV (10 FT X 10 FT) | LF | 141.000 | 1,258.74496 | 4 | ||
| 462 6128 | CONC BOX CULV (6 FT X 6.5 FT) | LF | 68.000 | 650.00000 | 1 | ||
| 462 6140 | CONC BOX CULV (10 FT X 14.5 FT)(EXTEND | LF | 125.000 | 1,258.63000 | 125.000 | 1,258.63000 | 1 |
| 462 6141 | CULV SLAB (EXTEND) | LF | 63.000 | 602.17000 | 63.000 | 602.17000 | 1 |
| 464 6003 | RC PIPE (CL III)(18 IN) | LF | 1,356.000 | 56.02375 | 10 | ||
| 464 6004 | RC PIPE (CL III)(21 IN) | LF | 438.000 | 52.00000 | 1 | ||
| 464 6005 | RC PIPE (CL III)(24 IN) | LF | 863.000 | 75.67932 | 11 | ||
| 464 6007 | RC PIPE (CL III)(30 IN) | LF | 339.000 | 84.86820 | 4 | ||
| 464 6008 | RC PIPE (CL III)(36 IN) | LF | 785.000 | 110.85045 | 4 | ||
| 464 6009 | RC PIPE (CL III)(42 IN) | LF | 9.000 | 360.00000 | 1 | ||
| 464 6020 | RC PIPE (CL IV)(36 IN) | LF | 140.000 | 62.80000 | 1 | ||
| 464 6034 | RC PIPE (ARCH)(CL III)(DES 5) | LF | 72.000 | 400.00000 | 1 | ||
| 465 6002 | MANH (COMPL)(PRM)(48IN) | EA | 3.000 | 2,500.00000 | 1 | ||
| 465 6016 | INLET (COMPL)(PCO)(3FT)(BOTH) | EA | 2.000 | 3,500.00000 | 1 | ||
| 465 6048 | INLET (COMPL)(POD)(FG)(3FTX3FT) | EA | 2.000 | 3,800.00000 | 1 | ||
| 465 6126 | INLET (COMPL)(PSL)(FG)(3FTX3FT-3FTX3FT | EA | 1.000 | 5,400.00000 | 1 | ||
| 466 6009 | HEADWALL (CH - FW - 0) (DIA= 36 IN) | EA | 1.000 | 3,800.00000 | 1 | ||
| 466 6143 | WINGWALL (FW - 0) (HW=11 FT) | EA | 2.000 | 20,076.95000 | 1 | ||
| 466 6154 | WINGWALL (FW - 0) (HW=7 FT) | EA | 2.000 | 12,904.48000 | 1 | ||
| 466 6155 | WINGWALL (FW - 0) (HW=8 FT) | EA | 2.000 | 25,000.00000 | 1 | ||
| 466 6158 | WINGWALL (FW - S) (HW=11 FT) | EA | 1.000 | 12,500.00000 | 1 | ||
| 466 6165 | WINGWALL (FW - S) (HW=4 FT) | EA | 2.000 | 4,968.44000 | 1 | ||
| 466 6171 | WINGWALL (PW - 1) (HW=10 FT) | EA | 2.000 | 23,822.08000 | 1 | ||
| 466 6173 | WINGWALL (PW - 1) (HW=12 FT) | EA | 1.000 | 38,000.00000 | 1 | ||
| 466 6174 | WINGWALL (PW - 1) (HW=13 FT) | EA | 1.000 | 45,000.00000 | 1 | ||
| 466 6176 | WINGWALL (PW - 1) (HW=15 FT) | EA | 2.000 | 51,236.70000 | 2.000 | 51,236.70000 | 1 |
| 466 6179 | WINGWALL (PW - 1) (HW=4 FT) | EA | 1.000 | 5,000.00000 | 1 | ||
| 466 6183 | WINGWALL (PW - 1) (HW=8 FT) | EA | 4.000 | 23,274.52500 | 2 | ||
| 466 6194 | WINGWALL (PW - 2) (HW=5 FT) | EA | 2.000 | 10,086.61000 | 1 | ||
| 466 6231 | WINGWALL (HW=11FT) (MOD) | EA | 1.000 | 50,000.00000 | 1 | ||
| 467 6045 | SET (TY I)(S=10 FT)(HW=11 FT)(3:1)(C) | EA | 3.000 | 9,500.00000 | 1 | ||
| 467 6106 | SET (TY I)(S=3 FT)(HW=3FT)(4:1)(C) | EA | 2.000 | 5,500.00000 | 1 | ||
| 467 6109 | SET (TY I)(S=3 FT)(HW= 3 FT)(6:1)(C) | EA | 4.000 | 6,500.00000 | 1 | ||
| 467 6112 | SET (TY I)(S=3 FT)(HW= 4 FT)(4:1)(C) | EA | 2.000 | 8,000.00000 | 1 | ||
| 467 6144 | SET (TY I)(S= 4 FT)(HW= 4 FT)(4:1) (C) | EA | 2.000 | 5,392.39000 | 1 | ||
| 467 6148 | SET (TY I)(S= 4 FT)(HW= 5 FT)(3:1) (C) | EA | 1.000 | 5,528.91000 | 1 | ||
| 467 6150 | SET (TY I)(S= 4 FT)(HW= 5 FT)(4:1) (C) | EA | 1.000 | 6,074.97000 | 1 | ||
| 467 6171 | SET (TY I)(S= 5 FT)(HW= 3 FT)(3:1) (C) | EA | 1.000 | 5,700.00000 | 1 | ||
| 467 6172 | SET (TY I)(S= 5 FT)(HW= 3 FT)(4:1) (C) | EA | 43.000 | 3,784.10512 | 3 | ||
| 467 6174 | SET (TY I)(S= 5 FT)(HW= 3 FT)(6:1) (P) | EA | 2.000 | 3,360.00000 | 1 | ||
| 467 6175 | SET (TY I)(S= 5 FT)(HW= 4 FT)(3:1) (C) | EA | 8.000 | 7,175.00000 | 2 | ||
| 467 6177 | SET (TY I)(S= 5 FT)(HW= 4 FT)(4:1) (C) | EA | 2.000 | 5,426.52000 | 1 | ||
| 467 6185 | SET (TY I)(S= 5 FT)(HW= 6 FT)(3:1) (C) | EA | 6.000 | 4,400.00000 | 1 | ||
| 467 6200 | SET (TY I)(S= 6 FT)(HW= 2 FT)(4:1) (C) | EA | 2.000 | 5,000.00000 | 1 | ||
| 467 6212 | SET (TY I)(S= 6 FT)(HW= 4 FT)(4:1) (C) | EA | 8.000 | 8,165.00250 | 2 | ||
| 467 6227 | SET (TY I)(S= 6 FT)(HW= 7 FT)(3:1) (C) | EA | 4.000 | 6,000.00000 | 1 | ||
| 467 6228 | SET (TY I)(S= 6 FT)(HW= 7 FT)(4:1) (C) | EA | 4.000 | 5,800.00000 | 1 | ||
| 467 6245 | SET (TY I)(S= 7 FT)(HW= 4 FT)(4:1) (C) | EA | 9.000 | 7,762.08333 | 2 | ||
| 467 6249 | SET (TY I)(S= 7 FT)(HW= 5 FT)(4:1) (C) | EA | 1.000 | 7,049.49000 | 1 | ||
| 467 6269 | SET (TY I)(S= 8 FT)(HW= 4 FT)(3:1) (C) | EA | 1.000 | 6,000.00000 | 1 | ||
| 467 6270 | SET (TY I)(S= 8 FT)(HW= 4 FT)(4:1) (C) | EA | 1.000 | 6,000.00000 | 1 | ||
| 467 6276 | SET (TY I)(S= 8 FT)(HW= 5 FT)(4:1) (C) | EA | 2.000 | 8,153.99000 | 1 | ||
| 467 6280 | SET (TY I)(S= 8 FT)(HW= 6 FT)(4:1) (C) | EA | 10.000 | 8,819.65000 | 1 | ||
| 467 6284 | SET (TY I)(S= 8 FT)(HW= 7 FT)(4:1) (C) | EA | 8.000 | 8,000.00000 | 1 | ||
| 467 6288 | SET (TY I)(S= 8 FT)(HW= 9 FT)(3:1) (C) | EA | 6.000 | 9,000.00000 | 1 | ||
| 467 6319 | SET (TY II) (12 IN) (CMP) (6: 1) (P) | EA | 2.000 | 1,450.00000 | 1 | ||
| 467 6329 | SET (TY II) (15 IN) (CMP) (3: 1) (C) | EA | 2.000 | 950.00000 | 1 | ||
| 467 6348 | SET (TY II) (18 IN) (CMP) (6: 1) (P) | EA | 30.000 | 1,199.08333 | 3 | ||
| 467 6356 | SET (TY II) (18 IN) (RCP) (3: 1) (C) | EA | 2.000 | 1,000.00000 | 1 | ||
| 467 6358 | SET (TY II) (18 IN) (RCP) (4: 1) (C) | EA | 8.000 | 732.28000 | 1 | ||
| 467 6362 | SET (TY II) (18 IN) (RCP) (6: 1) (C) | EA | 2.000 | 1,400.00000 | 1 | ||
| 467 6363 | SET (TY II) (18 IN) (RCP) (6: 1) (P) | EA | 105.000 | 1,278.21181 | 7 | ||
| 467 6374 | SET (TY II) (21 IN) (RCP) (6: 1) (P) | EA | 4.000 | 1,600.00000 | 1 | ||
| 467 6377 | SET (TY II) (24 IN) (CMP) (4: 1) (C) | EA | 4.000 | 915.26000 | 1 | ||
| 467 6380 | SET (TY II) (24 IN) (CMP) (6: 1) (P) | EA | 19.000 | 1,609.47368 | 2 | ||
| 467 6388 | SET (TY II) (24 IN) (RCP) (3: 1) (C) | EA | 6.000 | 1,323.63167 | 3 | ||
| 467 6389 | SET (TY II) (24 IN) (RCP) (3: 1) (P) | EA | 1.000 | 1,394.06000 | 1 | ||
| 467 6390 | SET (TY II) (24 IN) (RCP) (4: 1) (C) | EA | 11.000 | 1,661.11545 | 5 | ||
| 467 6394 | SET (TY II) (24 IN) (RCP) (6: 1) (C) | EA | 3.000 | 1,800.00000 | 2 | ||
| 467 6395 | SET (TY II) (24 IN) (RCP) (6: 1) (P) | EA | 82.000 | 1,630.45805 | 6 | ||
| 467 6410 | SET (TY II) (30 IN) (CMP) (6: 1) (P) | EA | 6.000 | 2,500.00000 | 1 | ||
| 467 6417 | SET (TY II) (30 IN) (RCP) (3: 1) (C) | EA | 2.000 | 2,500.00000 | 1 | ||
| 467 6419 | SET (TY II) (30 IN) (RCP) (4: 1) (C) | EA | 4.000 | 1,654.01000 | 1 | ||
| 467 6423 | SET (TY II) (30 IN) (RCP) (6: 1) (P) | EA | 12.000 | 2,562.50000 | 2 | ||
| 467 6448 | SET (TY II) (36 IN) (RCP) (3: 1) (C) | EA | 11.000 | 3,363.94182 | 3 | ||
| 467 6454 | SET (TY II) (36 IN) (RCP) (6: 1) (P) | EA | 8.000 | 2,645.00000 | 1 | ||
| 467 6461 | SET (TY II) (42 IN) (RCP) (3: 1) (C) | EA | 2.000 | 4,500.00000 | 1 | ||
| 467 6522 | SET (TY II) (DES 2) (CMP) (3: 1) (C) | EA | 4.000 | 1,000.00000 | 1 | ||
| 467 6537 | SET (TY II) (DES 3) (CMP) (6: 1) (P) | EA | 4.000 | 2,500.00000 | 1 | ||
| 467 6546 | SET (TY II) (DES 4) (CMP) (3: 1) (C) | EA | 2.000 | 584.00000 | 1 | ||
| 467 6562 | SET (TY II) (DES 5) (RCP) (6: 1) (P) | EA | 2.000 | 3,500.00000 | 1 | ||
| 480 6001 | CLEAN EXIST CULVERTS | EA | 4.000 | 787.52000 | 4.000 | 787.52000 | 1 |
| 480 6002 | CLEAN EXIST CULVERTS | CY | 18.000 | 131.26000 | 1 | ||
| 495 6001 | RAISING EXIST STRUCT | LS | 2.000 | 80,000.00000 | 1 | ||
| 496 6009 | REMOV STR (BRIDGE 0 - 99 FT LENGTH) | EA | 8.000 | 14,693.75000 | 7 | ||
| 496 6010 | REMOV STR (BRIDGE 100 - 499 FT LENGTH) | EA | 4.000 | 96,887.50000 | 3 | ||
| 496 6016 | REMOV STR (PIPE) | EA | 9.000 | 866.66667 | 4 | ||
| 496 6042 | REMOV STR (SMALL) | EA | 26.000 | 1,087.76731 | 6 | ||
| 496 6050 | REMOV STR (DRIVEWAY CULVERT) | EA | 1.000 | 650.00000 | 1 | ||
| 496 6076 | REMOV STR (TRUSS FLOOR BEAM) | EA | 11.000 | 10,000.00000 | 1 | ||
| 496 6099 | REMOVE STR (RAIL) | LF | 200.000 | 14.18000 | 458.000 | 29.94760 | 4 |
| 496 6102 | REMV STRUCTURE (TRUSS LATERAL BRACING) | EA | 10.000 | 10,000.00000 | 1 | ||
| 496 6103 | REMOVE STRUCTURE (BRIDGE SLAB)(REF 1) | EA | 1.000 | 60,000.00000 | 1 | ||
| 496 6104 | REMOVE STRUCTURE (BRIDGE SLAB)(REF 2) | EA | 1.000 | 90,000.00000 | 1 | ||
| 496 6105 | REMOVE STRUCTURE (BRIDGE SLAB)(REF 3) | EA | 1.000 | 90,000.00000 | 1 | ||
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