AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - CORPUS CHRISTI DISTRICT
Last Update: Thursday, August 08, 2024
| ITEMS 400 6005 TO 496 6016 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0168 0216 - 0275 0310 - 0354 0400 - 0496 0500 - 0560 0610 - 0690 0712 - 0774 | 6000 - 6056 7109 - 7109 9034 - 9050 | 400 6005 - 496 6016 496 6099 - 496 6099 |
| Item No | Description | Units | December 31, 2016 | Twelve-Month-Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 6005 | CEM STABIL BKFL | CY | 242.000 | 60.99587 | 3 | ||
| 400 6006 | CUT & RESTORING PAV | SY | 48.000 | 90.00000 | 1 | ||
| 401 6001 | FLOWABLE BACKFILL | CY | 303.790 | 106.84371 | 4 | ||
| 402 6001 | TRENCH EXCAVATION PROTECTION | LF | 217.000 | 24.94009 | 2 | ||
| 403 6001 | TEMPORARY SPL SHORING | SF | 356.000 | 21.29213 | 2 | ||
| 416 6001 | DRILL SHAFT (18 IN) | LF | 196.000 | 389.45000 | 1 | ||
| 416 6018 | DRILL SHAFT (SIGN MTS) (24 IN) | LF | 32.000 | 101.00000 | 68.000 | 164.00000 | 2 |
| 416 6029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 56.000 | 161.00000 | 1 | ||
| 416 6032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 44.000 | 373.00000 | 1 | ||
| 420 6019 | CL C CONC (ABUT)(EXTEND) | CY | 7.600 | 2,040.00000 | 1 | ||
| 420 6033 | CL C CONC (CAP)(EXTEND) | CY | 2.000 | 3,500.00000 | 1 | ||
| 420 6037 | CL C CONC (COLUMN) | CY | .800 | 5,840.00000 | 1 | ||
| 420 6066 | CL C CONC (RAIL FOUNDATION) | CY | 157.200 | 792.87214 | 3 | ||
| 420 6136 | CL C CONC (RAC-R) | CY | 12.000 | 1,280.00000 | 1 | ||
| 422 6026 | SLAB SPAN (EXTEND) | CY | 28.400 | 1,700.00000 | 1 | ||
| 429 6009 | CONC STR REPAIR (STANDARD) | SF | 200.000 | 190.00000 | 1 | ||
| 432 6001 | RIPRAP (CONC)(4 IN) | CY | 792.000 | 663.93434 | 3 | ||
| 432 6002 | RIPRAP (CONC)(5 IN) | CY | 1,350.800 | 392.14308 | 6 | ||
| 432 6003 | RIPRAP (CONC)(6 IN) | CY | 9.000 | 865.00000 | 1 | ||
| 432 6009 | RIPRAP (CONC) (CL B) (4") | CY | 2.450 | 581.00000 | 1 | ||
| 432 6031 | RIPRAP (STONE PROTECTION)(12 IN) | CY | 12.000 | 273.00000 | 1 | ||
| 432 6032 | RIPRAP (STONE PROTECTION)(15 IN) | CY | 382.000 | 200.00000 | 1 | ||
| 432 6044 | RIPRAP (CONC)(FLUME) | CY | .800 | 696.98750 | 1 | ||
| 432 6045 | RIPRAP (MOW STRIP)(4 IN) | CY | 26.000 | 443.15000 | 1,710.600 | 471.95908 | 12 |
| 438 6001 | CLEANING AND SEALING EXISTING JOINTS | LF | 3,984.000 | 32.97038 | 6 | ||
| 450 6006 | RAIL (TY T223) | LF | 211.000 | 177.70142 | 2 | ||
| 450 6018 | RAIL (TY T631) | LF | 200.000 | 68.00000 | 1 | ||
| 450 6023 | RAIL (TY SSTR) | LF | 918.000 | 110.00000 | 1 | ||
| 451 6004 | RETROFIT RAIL (TY T131RC) | LF | 240.000 | 123.90000 | 1 | ||
| 451 6007 | RETROFIT RAIL (TY T223) | LF | 508.500 | 141.74000 | 1 | ||
| 460 6002 | CMP (GAL STL 18 IN) | LF | 766.000 | 40.00000 | 1 | ||
| 460 6003 | CMP (GAL STL 24 IN) | LF | 51.000 | 45.00000 | 1 | ||
| 462 6001 | CONC BOX CULV (3 FT X 2 FT) | LF | 44.000 | 531.70000 | 1 | ||
| 462 6003 | CONC BOX CULV (4 FT X 2 FT) | LF | 12.000 | 459.66000 | 1 | ||
| 462 6005 | CONC BOX CULV (4 FT X 4 FT) | LF | 28.000 | 591.03000 | 1 | ||
| 462 6008 | CONC BOX CULV (5 FT X 4 FT) | LF | 16.000 | 622.64000 | 1 | ||
| 462 6021 | CONC BOX CULV (8 FT X 6 FT) | LF | 65.000 | 836.00000 | 1 | ||
| 462 6024 | CONC BOX CULV (9 FT X 5 FT) | LF | 28.000 | 1,449.11000 | 1 | ||
| 462 6054 | CONC BOX CULV (6 FT X 3 FT)(EXTEND) | LF | 4.000 | 1,400.00000 | 1 | ||
| 462 6095 | CONC BOX CULV (6 FT X 2 FT) (EXTEND) | LF | 54.000 | 812.00000 | 1 | ||
| 464 6003 | RC PIPE (CL III)(18 IN) | LF | 3,440.000 | 54.93897 | 5 | ||
| 464 6005 | RC PIPE (CL III)(24 IN) | LF | 1,528.000 | 80.06087 | 8 | ||
| 464 6007 | RC PIPE (CL III)(30 IN) | LF | 115.000 | 196.99130 | 3 | ||
| 464 6008 | RC PIPE (CL III)(36 IN) | LF | 280.000 | 130.00000 | 1 | ||
| 464 6010 | RC PIPE (CL III)(48 IN) | LF | 9.000 | 586.00000 | 1 | ||
| 464 6017 | RC PIPE (CL IV)(18 IN) | LF | 860.000 | 68.00000 | 1 | ||
| 464 6030 | RC PIPE (ARCH)(CL III)(DES 1) | LF | 36.000 | 223.85000 | 1 | ||
| 465 6256 | INLET(COMPL)(CURB)(SPL) | EA | 22.000 | 3,510.00000 | 1 | ||
| 466 6095 | HEADWALL (CH - PW - 0) (DIA= 18 IN) | EA | 2.000 | 4,500.00000 | 1 | ||
| 466 6097 | HEADWALL (CH - PW - 0) (DIA= 24 IN) | EA | 6.000 | 5,300.00000 | 1 | ||
| 466 6099 | HEADWALL (CH - PW - 0) (DIA= 30 IN) | EA | 2.000 | 6,500.00000 | 1 | ||
| 466 6101 | HEADWALL (CH - PW - 0) (DIA= 36 IN) | EA | 10.000 | 8,500.00000 | 1 | ||
| 466 6144 | WINGWALL (FW - 0) (HW=12 FT) | EA | 1.000 | 20,000.00000 | 1 | ||
| 466 6170 | WINGWALL (FW - S) (HW=9 FT) | EA | 1.000 | 26,080.00000 | 1 | ||
| 466 6181 | WINGWALL (PW - 1) (HW=6 FT) | EA | 1.000 | 14,226.63000 | 1 | ||
| 466 6182 | WINGWALL (PW - 1) (HW=7 FT) | EA | 1.000 | 15,178.43000 | 1 | ||
| 466 6212 | WINGWALL (SW - 0) (HW=9 FT) | EA | 1.000 | 18,880.00000 | 1 | ||
| 467 6105 | SET (TY I)(S=3 FT)(HW=3FT)(3:1)(C) | EA | 2.000 | 4,234.99000 | 1 | ||
| 467 6106 | SET (TY I)(S=3 FT)(HW=3FT)(4:1)(C) | EA | 4.000 | 4,002.22000 | 1 | ||
| 467 6111 | SET (TY I)(S=3 FT)(HW= 4 FT)(3:1)(C) | EA | 1.000 | 6,535.91000 | 1 | ||
| 467 6112 | SET (TY I)(S=3 FT)(HW= 4 FT)(4:1)(C) | EA | 1.000 | 6,791.99000 | 1 | ||
| 467 6131 | SET (TY I)(S= 4 FT)(HW= 2 FT)(3:1) (C) | EA | 2.000 | 5,170.00000 | 1 | ||
| 467 6132 | SET (TY I)(S= 4 FT)(HW= 2 FT)(4:1) (C) | EA | 2.000 | 5,480.00000 | 1 | ||
| 467 6137 | SET (TY I)(S= 4 FT)(HW= 3 FT)(3:1) (C) | EA | 3.000 | 4,573.30000 | 1 | ||
| 467 6139 | SET (TY I)(S= 4 FT)(HW= 3 FT)(4:1) (C) | EA | 3.000 | 4,738.10000 | 1 | ||
| 467 6143 | SET (TY I)(S= 4 FT)(HW= 4 FT)(3:1) (C) | EA | 4.000 | 4,779.64000 | 1 | ||
| 467 6148 | SET (TY I)(S= 4 FT)(HW= 5 FT)(3:1) (C) | EA | 3.000 | 5,090.40000 | 1 | ||
| 467 6154 | SET (TY I)(S= 4 FT)(HW= 6 FT)(3:1) (C) | EA | 1.000 | 5,270.72000 | 1 | ||
| 467 6181 | SET (TY I)(S= 5 FT)(HW= 5 FT)(3:1) (C) | EA | 2.000 | 5,047.27000 | 1 | ||
| 467 6199 | SET (TY I)(S= 6 FT)(HW= 2 FT)(3:1) (C) | EA | 2.000 | 5,680.00000 | 1 | ||
| 467 6205 | SET (TY I)(S= 6 FT)(HW= 3 FT)(4:1) (C) | EA | 6.000 | 7,230.00000 | 1 | ||
| 467 6212 | SET (TY I)(S= 6 FT)(HW= 4 FT)(4:1) (C) | EA | 1.000 | 9,630.00000 | 1 | ||
| 467 6249 | SET (TY I)(S= 7 FT)(HW= 5 FT)(4:1) (C) | EA | 5.000 | 7,000.00000 | 1 | ||
| 467 6292 | SET (TY I)(S= 9 FT)(HW= 3 FT)(3:1) (C) | EA | 2.000 | 8,490.00000 | 1 | ||
| 467 6303 | SET (TY I)(S= 9 FT)(HW= 6 FT)(3:1) (C) | EA | 4.000 | 7,850.55000 | 1 | ||
| 467 6341 | SET (TY II) (15 IN) (RCP) (6: 1) (P) | EA | 6.000 | 1,250.00000 | 1 | ||
| 467 6348 | SET (TY II) (18 IN) (CMP) (6: 1) (P) | EA | 30.000 | 1,250.00000 | 1 | ||
| 467 6356 | SET (TY II) (18 IN) (RCP) (3: 1) (C) | EA | 16.000 | 985.00000 | 1 | ||
| 467 6363 | SET (TY II) (18 IN) (RCP) (6: 1) (P) | EA | 224.000 | 1,194.81250 | 5 | ||
| 467 6377 | SET (TY II) (24 IN) (CMP) (4: 1) (C) | EA | 2.000 | 1,350.00000 | 1 | ||
| 467 6391 | SET (TY II) (24 IN) (RCP) (4: 1) (P) | EA | 1.000 | 4,246.00000 | 1 | ||
| 467 6394 | SET (TY II) (24 IN) (RCP) (6: 1) (C) | EA | 10.000 | 2,690.00000 | 1 | ||
| 467 6395 | SET (TY II) (24 IN) (RCP) (6: 1) (P) | EA | 73.000 | 1,475.35315 | 6 | ||
| 467 6418 | SET (TY II) (30 IN) (RCP) (3: 1) (P) | EA | 1.000 | 4,346.00000 | 1 | ||
| 467 6420 | SET (TY II) (30 IN) (RCP) (4: 1) (P) | EA | 1.000 | 4,446.00000 | 1 | ||
| 467 6422 | SET (TY II) (30 IN) (RCP) (6: 1) (C) | EA | 14.000 | 3,490.00000 | 1 | ||
| 467 6477 | SET (TY II) (48 IN) (RCP) (4: 1) (C) | EA | 6.000 | 6,310.00000 | 1 | ||
| 467 6519 | SET (TY II) (DES 1) (RCP) (6: 1) (P) | EA | 2.000 | 4,436.09000 | 1 | ||
| 467 6583 | SET (TY I)(S=3FT)(HW=1FT)(6:1)(C) | EA | 2.000 | 4,890.00000 | 1 | ||
| 467 6584 | SET (TY I)(S=2FT)(HW=2FT)(3:1)(C) | EA | 2.000 | 4,760.00000 | 1 | ||
| 467 6585 | SET (TY I)(S=4FT)(HW=1.5FT)(6:1)(C) | EA | 2.000 | 5,610.00000 | 1 | ||
| 480 6001 | CLEAN EXIST CULVERTS | EA | 53.000 | 1,129.42830 | 6 | ||
| 496 6002 | REMOV STR (INLET) | EA | 2.000 | 315.00000 | 1 | ||
| 496 6004 | REMOV STR (SET) | EA | 201.000 | 383.56567 | 8 | ||
| 496 6005 | REMOV STR (WINGWALL) | EA | 9.000 | 1,155.52000 | 2 | ||
| 496 6006 | REMOV STR (HEADWALL) | EA | 37.000 | 467.89324 | 2 | ||
| 496 6007 | REMOV STR (PIPE) | LF | 3,377.000 | 16.01569 | 6 | ||
| 496 6009 | REMOV STR (BRIDGE 0 - 99 FT LENGTH) | EA | 1.000 | 7,100.00000 | 1 | ||
| 496 6014 | REMOV STR (RAILROAD CROSSING) | EA | 2.000 | 13,000.00000 | 1 | ||
| 496 6016 | REMOV STR (PIPE) | EA | 25.000 | 787.47000 | 1 | ||
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