AVERAGE LOW BID UNIT PRICE - MAINTENANCE - AUSTIN DISTRICT

Last Update: Monday, June 20, 2016
ITEMS 316 6004 TO 354 6045
Items Items Bid Code Range
0100 - 0169
0316 - 0354
0400 - 0496
0500 - 0545
0658 - 0690
0712 - 0764
1122 - 1122
3002 - 3267
4002 - 4002
6000 - 6834
7022 - 7126
8020 - 8020
316 6004 - 354 6045
Item No Description Units May 31, 2016 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
316 6004 ASPH (TIER I) GAL     188,193.000 3.10164 3
316 6005 ASPH (TIER II) GAL     205,932.000 2.63523 4
316 6026 ASPH (HFRS - 2P) GAL     110,491.000 3.80000 1
316 6175 AGGR (TY - B GR - 4 SAC - B) CY     1,879.000 100.00000 1
316 6191 AGGR (TY - D GR - 4 SAC - B) CY     852.000 51.57000 2
316 6193 AGGR (TY - D GR - 5 SAC - B) CY     99.000 94.00000 1
316 6240 AGGR (TY - PD GR - 4 SAC - B) CY     7,288.000 98.06257 3
316 6397 AGGR (TY - D GR - 4 OR TY - L GR - 4) CY     1,353.000 80.00000 1
340 6120 D - GR HMA (SQ) TY - D SAC - B PG70 - 22 TON     3,304.000 81.76695 2
340 6246 D - GR HMA (SQ) TY - D PG64_22 (LEVEL - UP) TON     12,600.000 81.00000 2
341 6042 D - GR HMA TY - D SAC - B PG70 - 22 TON     24,483.000 95.08619 7
341 6064 D - GR HMA TY - D PG 70 - 22 (LEVEL - UP) TON     4,486.000 88.00000 2
347 6001 TOM (ASPHALT) PG 76 - 22 TON     2,153.020 133.11836 11
347 6002 TOM - C (AGGREGATE) SAC - A TON     23,309.000 130.87178 7
347 6003 TOM (ASPHALT) PG 70 - 22 TON     231.000 110.00000 1
347 6006 TOM - C (AGGREGATE) SAC - B TON     7,519.000 130.89137 5
351 6002 FLEXIBLE PAVEMENT STRUCTURE REPAIR (6") SY     48,291.000 33.54921 6
351 6004 FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") SY     13,534.400 40.00729 3
351 6008 FLEXIBLE PAVEMENT STRUCTURE REPAIR (12" SY     32.000 175.00000 1
351 6012 FLEXIBLE PAVEMENT STRUCTURE REPAIR (2") SY     30,000.000 11.00000 2
351 6019 FLEXIBLE PAVEMENT STRUCTURE REPAIR (3") SY     8,000.000 15.00000 1
354 6001 PLAN & TEXT ASPH CONC PAV (0" TO 1") SY     114,806.000 1.48238 4
354 6002 PLAN & TEXT ASPH CONC PAV (0" TO 2") SY     105,665.000 2.00000 1
354 6020 PLANE ASPH CONC PAV (0" TO 1") SY     127,294.000 1.25000 2
354 6043 PLANE ASPH CONC PAV (1") SY     27,000.000 1.75315 3
354 6045 PLANE ASPH CONC PAV (2") SY     184,990.000 1.62015 6