AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - BEAUMONT DISTRICT
Last Update: Thursday, July 14, 2022
| ITEMS 400 6005 TO 432 6045 |
| Item No | Description | Units | March 31, 2019 | Twelve-Month-Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 6005 | CEM STABIL BKFL | CY | 166.000 | 97.02000 | 28,494.900 | 75.94754 | 13 |
| 400 6006 | CUT & RESTORING PAV | SY | 730.000 | 73.13271 | 3 | ||
| 400 6007 | CUT & RESTORE CONC PAVING | SY | 31.000 | 176.59000 | 1 | ||
| 400 6008 | CUT & RESTORE ASPH PAVING | SY | 288.000 | 102.79861 | 2,646.000 | 86.78460 | 5 |
| 400 6009 | CEMENT STAB BACKFILL (INLET OR MH) | CY | 1,856.000 | 58.19344 | 3 | ||
| 400 6012 | CUT AND RESTORE PAV (FLEX BASE) | SY | 424.000 | 32.00000 | 1,010.000 | 36.23762 | 3 |
| 401 6001 | FLOWABLE BACKFILL | CY | 193.000 | 151.10259 | 3 | ||
| 402 6001 | TRENCH EXCAVATION PROTECTION | LF | 468.000 | 12.02316 | 16,013.000 | 3.66553 | 7 |
| 403 6001 | TEMPORARY SPL SHORING | SF | 40,156.000 | 23.70175 | 6 | ||
| 405 6002 | FOUNDATION LOAD TEST (D4945) (PILE) | EA | 6.000 | 50,000.00000 | 1 | ||
| 405 6003 | FOUNDATON LOADTEST(D4945)(DRILLD SHAFT | EA | 2.000 | 25,500.00000 | 1 | ||
| 407 6001 | SHEET PILING (PZ - 27) | SF | 47,261.000 | 63.00000 | 1 | ||
| 407 6004 | SHEET PILING (PZ - 35) | SF | 4,528.000 | 45.00000 | 1 | ||
| 407 6006 | SHEET PILING (PZ - 40) | SF | 15,589.000 | 80.00000 | 1 | ||
| 409 6001 | PRESTR CONC PIL (16 IN SQ) | LF | 2,136.000 | 99.76075 | 2 | ||
| 409 6002 | PRESTR CONC PIL (18 IN SQ) | LF | 5,498.000 | 69.45253 | 2 | ||
| 409 6003 | PRESTR CONC PIL (20 IN SQ) | LF | 3,970.000 | 95.92569 | 2 | ||
| 409 6004 | PRESTR CONC PIL (24 IN SQ) | LF | 31,626.000 | 99.86151 | 2 | ||
| 410 6001 | SOIL NAIL ANCHORS | LF | 2,730.000 | 17.19000 | 1 | ||
| 416 6001 | DRILL SHAFT (18 IN) | LF | 824.000 | 69.14490 | 4 | ||
| 416 6002 | DRILL SHAFT (24 IN) | LF | 620.000 | 159.62000 | 3,830.000 | 100.87373 | 3 |
| 416 6003 | DRILL SHAFT (30 IN) | LF | 860.000 | 190.49256 | 2 | ||
| 416 6004 | DRILL SHAFT (36 IN) | LF | 20,408.000 | 161.47256 | 4 | ||
| 416 6005 | DRILL SHAFT (42 IN) | LF | 21,833.000 | 234.89740 | 3 | ||
| 416 6006 | DRILL SHAFT (48 IN) | LF | 3,962.000 | 550.49675 | 3 | ||
| 416 6007 | DRILL SHAFT (54 IN) | LF | 323.000 | 245.15000 | 1 | ||
| 416 6015 | DRILL SHAFT (NON - REINFORCED) (12 IN) | LF | 77.000 | 88.28182 | 3 | ||
| 416 6016 | DRILL SHAFT (SIGN MTS) (12 IN) | LF | 50.000 | 110.00000 | 1 | ||
| 416 6018 | DRILL SHAFT (SIGN MTS) (24 IN) | LF | 310.000 | 212.73929 | 4 | ||
| 416 6020 | DRILL SHAFT (SIGN MTS) (36 IN) | LF | 342.000 | 345.00000 | 1 | ||
| 416 6023 | DRILL SHAFT (SIGN MTS) (54 IN) | LF | 719.000 | 708.24757 | 2 | ||
| 416 6026 | DRILL SHAFT (HIGH MAST POLE) (60 IN) | LF | 6,788.000 | 482.55217 | 4 | ||
| 416 6029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 402.000 | 178.35423 | 3 | ||
| 416 6030 | DRILL SHAFT (TRF SIG POLE) (24 IN) | LF | 90.000 | 199.36000 | 1 | ||
| 416 6032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 470.000 | 282.63877 | 2 | ||
| 416 6033 | DRILL SHAFT (TRF SIG POLE) (42 IN) | LF | 60.000 | 350.46600 | 2 | ||
| 416 6034 | DRILL SHAFT (TRF SIG POLE) (48 IN) | LF | 25.000 | 385.00000 | 1 | ||
| 420 6013 | CL C CONC (ABUT) | CY | 1,185.200 | 875.09235 | 8 | ||
| 420 6019 | CL C CONC (ABUT)(EXTEND) | CY | 8.400 | 1,074.73929 | 246.600 | 1,294.43049 | 5 |
| 420 6020 | CL C CONC (ABUT)(HPC)(EXTEND) | CY | 42.800 | 1,900.00000 | 1 | ||
| 420 6025 | CL C CONC (BENT) | CY | 127.200 | 956.35220 | 2 | ||
| 420 6029 | CL C CONC (CAP) | CY | 3,857.400 | 1,035.95049 | 5 | ||
| 420 6031 | CL C CONC (CAP)(MASS) | CY | 913.500 | 571.00000 | 1 | ||
| 420 6033 | CL C CONC (CAP)(EXTEND) | CY | 15.000 | 1,961.88000 | 65.400 | 2,218.22080 | 3 |
| 420 6034 | CL C CONC (CAP)(HPC)(EXTEND) | CY | 52.500 | 2,600.00000 | 1 | ||
| 420 6037 | CL C CONC (COLUMN) | CY | 20.400 | 996.37990 | 1,599.900 | 682.75788 | 6 |
| 420 6038 | CL C CONC (COLUMN)(HPC) | CY | 34.400 | 1,900.00000 | 1 | ||
| 420 6043 | CL C CONC (FOOTING) | CY | 318.000 | 611.29764 | 2 | ||
| 420 6049 | CL C CONC (CRASHWALL) | CY | 26.000 | 1,200.00000 | 1 | ||
| 420 6064 | CL C CONC (COPING) | CY | 35.200 | 822.72727 | 2 | ||
| 420 6071 | CL C CONC (COLLAR) | EA | 22.000 | 723.66000 | 62.000 | 759.96968 | 2 |
| 420 6090 | CL F CONC (COLUMN) | CY | 289.000 | 1,132.88000 | 1 | ||
| 420 6130 | CL K CONC (PEDESTAL) | EA | 64.000 | 2,000.00000 | 1 | ||
| 420 6151 | CL S CONC(APPR SLAB)(MOD) | CY | 831.000 | 1,000.00000 | 1 | ||
| 422 6001 | REINF CONC SLAB | SF | 774,550.000 | 14.06654 | 5 | ||
| 422 6003 | REINF CONC SLAB (EXTEND SLAB) | SF | 15,728.000 | 29.85796 | 2 | ||
| 422 6004 | REINF CONC SLAB (EXTEND SLAB)(HPC) | SF | 8,194.000 | 38.00000 | 1 | ||
| 422 6005 | REINF CONC SLAB (BOX BEAM) | SF | 1,832.000 | 18.10000 | 1 | ||
| 422 6007 | REINF CONC SLAB (SLAB BEAM) | SF | 40,996.000 | 13.39487 | 3 | ||
| 422 6015 | APPROACH SLAB | CY | 3,298.700 | 432.20978 | 8 | ||
| 422 6023 | SHEAR KEY | CY | 18.700 | 245.00000 | 1 | ||
| 422 6034 | APPROACH SLAB (EXTEND) (HPC) | CY | 215.500 | 570.00000 | 1 | ||
| 422 6035 | APPROACH SLAB (EXTEND) | CY | 32.000 | 444.22000 | 1 | ||
| 422 6039 | REINF CONC SLAB (SLAB BEAM)(EXT SLAB) | SF | 1,788.000 | 19.19000 | 5,968.000 | 18.89583 | 2 |
| 423 6001 | RETAINING WALL (MSE) | SF | 62,224.000 | 33.00000 | 1 | ||
| 423 6002 | RETAINING WALL (MSE) (ASHLAR STONE FIN | SF | 53,495.000 | 52.00000 | 1 | ||
| 423 6003 | RETAINING WALL (TEMP WALL) | SF | 42,977.000 | 12.00000 | 1 | ||
| 423 6004 | RETAINING WALL (CONC BLOCK) | SF | 11,784.000 | 50.00000 | 1 | ||
| 423 6019 | RET WALL (MSE) (VERTICAL SCHEME) (SPL) | SF | 142,081.000 | 20.61000 | 1 | ||
| 423 6022 | RETAINING WALL (SOIL NAIL)(FACIA) | SF | 1,673.000 | 38.29000 | 1 | ||
| 425 6002 | PRESTR CONC BOX BEAM (5B20) | LF | 139.000 | 211.00000 | 1 | ||
| 425 6003 | PRESTR CONC BOX BEAM (4B28) | LF | 278.000 | 192.00000 | 1 | ||
| 425 6009 | PRESTR CONC SLAB BEAM (4SB12) | LF | 424.670 | 190.75998 | 1,776.670 | 162.73165 | 3 |
| 425 6011 | PRESTR CONC SLAB BEAM (4SB15) | LF | 6,438.880 | 161.77397 | 2 | ||
| 425 6012 | PRESTR CONC SLAB BEAM (5SB15) | LF | 2,492.680 | 140.00000 | 1 | ||
| 425 6035 | PRESTR CONC GIRDER (TX28) | LF | 7,141.380 | 146.58461 | 3 | ||
| 425 6036 | PRESTR CONC GIRDER (TX34) | LF | 18,273.880 | 151.90174 | 4 | ||
| 425 6037 | PRESTR CONC GIRDER (TX40) | LF | 6,566.000 | 129.46000 | 1 | ||
| 425 6038 | PRESTR CONC GIRDER (TX46) | LF | 45,896.380 | 139.35522 | 2 | ||
| 425 6039 | PRESTR CONC GIRDER (TX54) | LF | 21,859.500 | 148.59843 | 3 | ||
| 427 6002 | CONCRETE PAINT FINISH | SF | 53,889.000 | 1.00000 | 1 | ||
| 427 6003 | OPAQUE SEALER FINISH | SF | 53,889.000 | 1.00000 | 1 | ||
| 428 6001 | PENETRATING CONCRETE SURFACE TREATMENT | SY | 1,211.000 | 14.92000 | 3,354.000 | 31.22410 | 3 |
| 429 6001 | CONC STR REPAIR(CLEAN & COAT WTH EPOXY | SF | 10.000 | 290.22000 | 33.000 | 784.91515 | 2 |
| 429 6007 | CONC STR REPAIR (VERTICAL & OVERHEAD) | SF | 87.000 | 969.19540 | 2 | ||
| 432 6001 | RIPRAP (CONC)(4 IN) | CY | 189.000 | 409.89651 | 3,090.900 | 365.45203 | 12 |
| 432 6002 | RIPRAP (CONC)(5 IN) | CY | 2,912.500 | 361.39682 | 6 | ||
| 432 6003 | RIPRAP (CONC)(6 IN) | CY | 23.000 | 520.75000 | 1 | ||
| 432 6006 | RIPRAP (CONC)(CL B) | CY | 12.800 | 510.00000 | 1 | ||
| 432 6008 | RIPRAP (CONC)(CL B)(RR8&RR9) | CY | 600.700 | 460.00000 | 1 | ||
| 432 6009 | RIPRAP (CONC) (CL B) (4") | CY | 167.000 | 467.43000 | 1 | ||
| 432 6010 | RIPRAP (CONC)(CL B)(5 IN) | CY | 58.000 | 375.00000 | 1 | ||
| 432 6014 | RIPRAP (STONE TY R)(DRY)(6 IN) | CY | 517.000 | 187.68000 | 1 | ||
| 432 6016 | RIPRAP (STONE TY R)(DRY)(12 IN) | CY | 564.700 | 140.00000 | 1 | ||
| 432 6017 | RIPRAP (STONE TY R)(DRY)(18 IN) | CY | 238.000 | 173.60000 | 1 | ||
| 432 6026 | RIPRAP (STONE COMMON)(DRY)(18 IN) | CY | 2,526.500 | 142.42000 | 1 | ||
| 432 6031 | RIPRAP (STONE PROTECTION)(12 IN) | CY | 556.000 | 119.94000 | 1,513.000 | 105.44268 | 2 |
| 432 6033 | RIPRAP (STONE PROTECTION)(18 IN) | CY | 640.700 | 157.28266 | 4 | ||
| 432 6044 | RIPRAP (CONC)(FLUME) | CY | 705.200 | 350.97561 | 3 | ||
| 432 6045 | RIPRAP (MOW STRIP)(4 IN) | CY | 143.000 | 467.23021 | 3,313.360 | 455.48601 | 19 |
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