AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - AUSTIN DISTRICT

Last Update: Monday, September 15, 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 - 1122
2090 - 2277
3233 - 3283
4022 - 4668
5217 - 5816
6006 - 6834
7529 - 7529
8020 - 8973
9035 - 9035
310 2001 - 360 2003
Item No Description Units August 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 39,679.000 4.00000 58,675.800 4.12206 6
310 2005 PRIME COAT (MC - 30 OR AE - P) GAL 7,612.000 4.73932 110,773.000 4.40069 20
310 2016 PRIME COAT (RC - 250) GAL     9,354.000 4.43938 3
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 88.000 130.00000 9,029.710 79.18372 5
316 2239 AGGR (TY - PD GR - 4 SAC - B) CY 2,003.000 91.00000 2,003.000 91.00000 1
316 2672 AGGR (TY - B GR - 5 OR TY - L GR - 5) CY     283.000 134.38163 3
316 2705 ASPH (TIER I) GAL 132,476.000 3.92980 593,922.750 3.77128 13
316 2706 ASPH (TIER II) GAL 20,326.000 4.39964 611,045.000 3.75784 23
316 2707 ASPH (TIER III) GAL     92,675.000 3.82333 6
316 2709 AGGR (GR 4) CY     404.000 150.00000 1
316 2717 AGGR (TIER I) CY 929.000 115.97524 4,524.000 103.25147 10
316 2718 AGGR (TIER II) CY 340.000 90.00000 14,219.400 86.22494 21
316 2719 AGGR (TIER III) CY     2,026.000 86.76790 5
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     6,223.000 32.71207 3
351 2004 FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") SY 1,200.000 56.27917 72,777.000 39.65616 18
351 2006 FLEXIBLE PAVEMENT STRUCTURE REPAIR (10" SY     6,085.000 51.52424 3
351 2008 FLEXIBLE PAVEMENT STRUCTURE REPAIR (12" SY     29,570.000 56.80436 4
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 14,600.000 1.50000 29,831.000 1.40037 3
354 2002 PLAN & TEXT ASPH CONC PAV (0" TO 2") SY 143,320.760 1.65919 183,199.760 1.62068 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     26,142.000 2.75000 1
354 2020 PLANE ASPH CONC PAV (0" TO 1") SY     743,802.000 1.00229 10
354 2021 PLANE ASPH CONC PAV (0" TO 2") SY 81,644.000 2.35690 186,055.260 1.98501 7
354 2022 PLANE ASPH CONC PAV (0" TO 3") SY     4,921.000 4.28415 3
354 2023 PLANE ASPH CONC PAV (0" TO 4") SY     4,010.000 1.70000 1
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     84,668.000 1.75204 6
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 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