AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - AUSTIN DISTRICT

Last Update: Friday, August 1, 2014
ITEMS 310 2001 TO 360 2003
Items Items Bid Code Range
0100 - 0193
0216 - 0275
0310 - 0360
0400 - 0496
0500 - 0560
0610 - 0690
0740 - 0760
1003 - 1141
2090 - 2251
3233 - 3283
4022 - 4668
5217 - 5972
6006 - 6834
7529 - 7529
8020 - 8973
9035 - 9035
310 2001 - 360 2003
Item No Description Units July 31, 2014 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
310 2001 PRIME COAT (MC - 30) GAL     28,577.000 5.18649 3
310 2002 PRIME COAT (AE - P) GAL 82.000 10.00000 36,957.120 4.29875 8
310 2005 PRIME COAT (MC - 30 OR AE - P) GAL 6,873.000 4.00000 132,469.000 4.47778 24
310 2016 PRIME COAT (RC - 250) GAL     9,354.000 4.43938 3
314 2009 EMULS ASPH (BS - SUBGR TRT) (SS - 1 OR MS - 2) GAL     11,196.000 4.00000 1
316 2029 ASPH (AC - 15P OR AC - 20 - 5TR) GAL     73,565.000 3.20000 1
316 2192 AGGR (TY - D GR - 5 SAC - B) CY 1,268.000 65.00000 8,941.710 78.68361 4
316 2672 AGGR (TY - B GR - 5 OR TY - L GR - 5) CY     283.000 134.38163 3
316 2705 ASPH (TIER I) GAL 42,609.000 3.50000 475,247.750 3.73983 10
316 2706 ASPH (TIER II) GAL 4,648.000 5.50151 614,213.000 3.75757 23
316 2707 ASPH (TIER III) GAL     176,411.000 4.24428 9
316 2709 AGGR (GR 4) CY     404.000 150.00000 1
316 2717 AGGR (TIER I) CY     3,882.000 100.35874 8
316 2718 AGGR (TIER II) CY 555.400 75.83363 14,435.400 85.88649 22
316 2719 AGGR (TIER III) CY     3,864.000 76.71661 8
334 2064 HMCL ACP TY - C AES - 300 TON     10.000 150.00000 1
334 2088 HMCL ACP TY - D AES - 300 TON     250.000 85.00000 1
351 2002 FLEXIBLE PAVEMENT STRUCTURE REPAIR (6") SY     7,223.000 33.99795 4
351 2004 FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") SY 300.000 65.00000 72,357.000 39.39002 18
351 2006 FLEXIBLE PAVEMENT STRUCTURE REPAIR (10" SY     6,085.000 51.52424 3
351 2008 FLEXIBLE PAVEMENT STRUCTURE REPAIR (12" SY     32,102.000 57.07863 6
351 2012 FLEXIBLE PAVEMENT STRUCTURE REPAIR (2") SY     46,556.000 10.33422 2
354 2001 PLAN & TEXT ASPH CONC PAV (0" TO 1") SY     15,231.000 1.30487 2
354 2002 PLAN & TEXT ASPH CONC PAV (0" TO 2") SY     382,195.000 1.08426 4
354 2003 PLAN & TEXT ASPH CONC PAV (0" TO 3") SY     772.000 7.00000 1
354 2010 PLAN & TEXT ASPH CONC PAV (0" TO 6") SY     21,388.000 2.80062 2
354 2016 PLAN & TEXT CONC PAV (0" TO 1 - 1 / 2") SY     51,216.000 2.43178 2
354 2020 PLANE ASPH CONC PAV (0" TO 1") SY 152,176.000 1.00000 743,802.000 1.00229 10
354 2021 PLANE ASPH CONC PAV (0" TO 2") SY     239,257.260 1.70940 11
354 2022 PLANE ASPH CONC PAV (0" TO 3") SY 1,745.000 7.00000 4,921.000 4.28415 3
354 2023 PLANE ASPH CONC PAV (0" TO 4") SY     12,126.000 1.56614 2
354 2036 PLANE CONC PAV (0" TO 1 - 1 / 2") SY     1,167.000 1.75000 1
354 2041 PLANE ASPH CONC PAV (1.5") SY     257,301.000 1.45000 1
354 2043 PLANE ASPH CONC PAV (1") SY     100,530.000 1.80612 4
354 2045 PLANE ASPH CONC PAV (2") SY 6,190.000 4.00000 104,204.000 1.90926 9
354 2048 PLANE ASPH CONC PAV (3") SY     3,830.000 2.00000 1
354 2057 PLANE ASPH CONC PAV (4") SY     3,170.000 3.50000 1
354 2064 PLANE ASPH CONC PAV (2 1 / 2") SY     4,306.000 1.75000 1
354 2069 PLANE ASPH CONC PAV (0" - 2 1 / 2") SY     2,489.000 1.75000 1
354 2088 PLANE ASPH CONC PAV (0" TO 5") SY     6,193.000 7.19000 1
354 2089 PLANE ASPH CONC PAV (1" TO 2") SY     25,106.000 2.00000 1
354 2095 PLAIN AND TEXT ASPH PAV (0" - 5") SY     1,816.000 5.00000 1
354 2099 PLANE & TEXT ASPH CONC (1 / 4") SY 60,045.000 1.00000 60,045.000 1.00000 1
354 2100 PLANE ASPH CONC PAV (5") SY     4,965.000 4.35943 2
354 2119 PLAN & TEXT ASPH CONC PAV (1.5") SY     41,539.000 1.07000 1
354 2120 PLAN & TEXT ASPH CONC PAV (1") SY     10,327.000 4.56000 1
354 2127 PLANE ASPH CONC PAV (1.5" TO 4") SY     862.000 5.00000 1
354 2173 PLANING AND TEXTURING (MICRO - MILLING) SY     295,779.000 1.77000 1
360 2001 CONC PVMT (CONT REINF - CRCP) (8") SY     165.000 250.00000 1
360 2003 CONC PVMT (CONT REINF - CRCP) (10") SY     7,551.000 46.95000 1