AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - AMARILLO DISTRICT

Last Update: Thursday, May 28, 2015
ITEMS 310 2001 TO 360 2060
Items Items Bid Code Range
0100 - 0169
0216 - 0260
0310 - 0360
0400 - 0496
0500 - 0560
0610 - 0690
0712 - 0712
1122 - 1122
3006 - 3285
5369 - 5926
6001 - 6834
8251 - 8999
310 2001 - 360 2060
Item No Description Units May 31, 2015 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
310 2001 PRIME COAT (MC - 30) GAL     32,275.000 4.93412 6
310 6009 PRIME COAT (MC - 30) GAL     11,168.000 5.00000 1
314 2022 EMULS ASPH (EROSN CONT) (MS - 2 OR SS - 1) GAL     62,211.000 3.71174 13
314 6009 EMULS ASPH (EROSN CONT) (MULTI) GAL 9,490.000 3.65000 11,673.000 4.08948 2
314 6010 EMULS ASPH (EROSN CONT) (SS - 1) GAL 3,547.000 4.80000 3,547.000 4.80000 1
316 2014 ASPH (CRS - 1P) GAL     39,390.000 4.00000 1
316 2166 AGGR (TY - A GR - 4 SAC - B) CY     875.000 87.41000 1
316 2174 AGGR (TY - B GR - 4 SAC - B) CY     111.000 265.50000 1
316 2400 AGGR (TY A OR B GR - 4 SAC - B) CY     13.300 225.00000 1
316 2676 ASPH (AC - 10 OR CRS - 1P) GAL     4,353.000 5.77511 2
316 2707 ASPH (TIER III) GAL     10,321.000 7.96283 3
316 2719 AGGR (TIER III) CY     279.000 339.76703 3
341 6009 D - GR HMA TY - B PG64 - 28 TON 46,244.000 86.00000 55,741.000 89.91868 2
341 6035 D - GR HMA TY - D SAC - A PG58 - 28 TON 10,281.000 87.50000 10,281.000 87.50000 1
341 6084 D - GR HMA TY - C SAC - A, PG70 - 28 TON 111,901.000 96.53221 116,542.000 97.22782 4
351 2004 FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") SY     274.000 74.65000 1
351 2006 FLEXIBLE PAVEMENT STRUCTURE REPAIR (10" SY     3,480.000 74.67000 1
351 2012 FLEXIBLE PAVEMENT STRUCTURE REPAIR (2") SY     22,734.000 15.86137 2
351 2013 FLEXIBLE PAVEMENT STRUCTURE REPAIR (4") SY     38,262.000 40.39010 3
351 2019 FLEXIBLE PAVEMENT STRUCTURE REPAIR (3") SY     4,084.000 23.42000 1
351 2027 FLEX PAVEMENT STRUCTURE REPAIR (2.5") SY     4,225.000 26.75000 1
351 6002 FLEXIBLE PAVEMENT STRUCTURE REPAIR (6") SY 46,265.000 55.00000 46,265.000 55.00000 1
354 2020 PLANE ASPH CONC PAV (0" TO 1") SY     104,028.000 1.30652 2
354 2021 PLANE ASPH CONC PAV (0" TO 2") SY     105,422.000 1.55323 7
354 2022 PLANE ASPH CONC PAV (0" TO 3") SY     22,729.000 2.36000 1
354 2023 PLANE ASPH CONC PAV (0" TO 4") SY     8,263.000 2.90000 1
354 2035 PLANE CONC PAV (0" TO 1") SY     181,371.000 .98000 1
354 2036 PLANE CONC PAV (0" TO 1 - 1 / 2") SY     7,303.000 4.55000 1
354 2041 PLANE ASPH CONC PAV (1.5") SY     19,356.000 1.20000 1
354 2043 PLANE ASPH CONC PAV (1") SY     340,495.000 .99948 2
354 2045 PLANE ASPH CONC PAV (2") SY     90,054.000 1.62827 4
354 2051 PLANE ASPH CONC PAV (0" TO 1 1 / 2") SY     32,015.000 2.32430 3
354 2096 PLANE ASPH CONC PAV (3" - 5") SY     3,271.000 10.00000 1
354 6021 PLANE ASPH CONC PAV (0" TO 2") SY 52,108.000 1.78563 52,108.000 1.78563 2
354 6043 PLANE ASPH CONC PAV (1") SY 181,055.000 .90000 181,055.000 .90000 1
354 6045 PLANE ASPH CONC PAV (2") SY 262,785.000 1.19996 262,785.000 1.19996 3
354 6048 PLANE ASPH CONC PAV (3") SY 156,412.000 2.15000 156,412.000 2.15000 1
354 6057 PLANE ASPH CONC PAV (4") SY 92,893.000 2.20000 92,893.000 2.20000 1
360 2043 CONC PVMT (JOINTED - CPCD) (8") (CL HES) SY     460.000 189.00000 1
360 2060 CONC PAV (JT REINF) VAR DEPTH (6" - 13") SY     28.000 150.00000 1