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CONE T t. <br /> ITEM cliteE <br /> DES 0 0.00 <br /> 40 <br /> k0 0.00 85.00 0 0 0.00 <br /> 2.00 0.00 <br /> EA 55.00 0 0 0.00 <br /> ACTION AND A) EA 2.00 <br /> 0 0 0.00 <br /> boratDATION -Wory) 4.00 55.00 0.00 0 EA 41 BIT AIR VOIDS EXTR BA SE COURSE GR (La (Laboratory) 0 0 0.00 <br /> 4 B IT VA SE OMPACT COURSE (La 3.00 0 0.00 60.00 0 0.00 <br /> 43 BIT BASE COMPACTION-SPECIFIED DEN51T EA 6 0 0.00 0.00 <br /> 35.00 35.00 .00 0 <br /> 4 CO WEAR E- AIR ENTRAINMENT DEN517 EA 35.00 0 0 <br /> 45 CONCRETE AIR ENTRNNMENT 3 5 00 0 0.00 00 EA 20.00 35.00 46 CONCRETE SLUMP 344,554.90 0 <br /> 47 CONCRETE- CYLINDERS(3 CYL PER TEST) EA 141,828.73 <br /> SCHEDULE 1.0 GROVE AREA STREET CONSTRUCTION TOTAL <br /> 2 4400 6,100.00 <br /> 400 100.00 250.00 <br /> 025 0.00 125 <br /> SCHEDULE N R TE GROVE AREA SIDEWALK CONS WEST OF 2 0 <br /> 125.00 2.00 21125 31,920.00 <br /> 1 REMOVE CONCRETE SIDEWALK SF <br /> 21000 31,920.0 2 <br /> 1.52 16 <br /> 2 REMOVE STEPS SF 21000.0 16 _______.2_4--0.00 x•00 15.00 <br /> 3 4' CONCRETE WALK TREAD 38,510.00 <br /> 4 CONCRETE STEPS 32,260. <br /> TOTAL <br /> 7 SCHEDULE 2.0 GROVE AREA SIDEWALK CON57. WEST OF COFFMAN 3 ALLOF HOYT 6000 1,500.00 <br /> 1, <br /> 8,195.84 <br /> EA SIDEWALK CONST. EAST OF COFFMAN 025 5392 <br /> SCHEDULE N RTE S A E SF 5392 850.00 0.00 <br /> 20500.00 1.52 0.00 0 <br /> 1 REMOVE CONCRETE SIDEWALK SF 18•CO p 247 ,964.00 <br /> 3 <br /> 2 6 CONCRETE WALK 400.00 247 <br /> 100.00 12.00 <br /> 3 6' CONCRETE S \W AND DEW PAVEMENT SY 12,659.84 <br /> 4 REM REP CONC CURB GUTTER- HOYT LF 12,659 84 <br /> T SCHEDULE 3.0 GROVE AREA SIDEWALK CONST.-TOTAL 11,172.00 <br /> 7350 11,172.00 7350 <br /> 1.52 40 720.00 <br /> SCHEDULE 4.0 COFFMAN AVE. PATHWAY CONST. <br /> 7350.00 40 720.00 000 <br /> 40.00 18.00 0.00 O <br /> 1 q• CONCRETE WALK AND Dl1N APRON S 7.60 0 10 120.00 <br /> 5 2 6' CONCRETE SAN AN SY 50.00 10 120.00 <br /> 10.00 12.00 165 2,029.50 <br /> 3 C BIT. S AGGREGATE ATE BASE TON 110 2,029.50 0.00 <br /> 165.00 12.30 0.00 0 <br /> 4 CLASS 5 AGGREGATE BASE CY 1 Sy 0 10 2,000.00 <br /> 8 6 COMMON EXCAVATION SY 1400.00 10 2,000.00 10.00 200.00 10 1,000.0 <br /> 6 SODDING WITH TOPSOIL TREE 10 1,000.00 0.00 <br /> 10.00 100.00 0.00 0 <br /> 7 CLEARING TREE 135.00 0 70 840.00 <br /> 9 GRUBBING EA 5.00 70 <br /> 70.00 12.00 0 �=Oa <br /> 9 PEDESTRIAN EM. P. RAMP 0 t <br /> 2.00 EA 1 1 REM. REP. CONC. M OAN GUTTER 17,881 <br /> 11 INP►ACE DENSITY EMBANKMENT 17,881.50 <br /> T SCHEDULE 4.0 COFFMAN AVE. PATHWAY CONST. <br /> 0.00 307 1,535.0 <br /> 2 REMOVE MANHOLE AND <br /> STORM DRAINAGE 5.00 0 11 1,320.0 <br /> 3 REMOVE REPLACE STORM SCHEDULE 5.0 GROVE AREA LF 622.00 0 000 <br /> 1 REMOVE PIPE 16.00 120.00 81 1 32 9.0 <br /> 0 0.00 <br /> SEER EA 100.00 69.00 811 5 89.0 <br /> 0 0.00 <br /> RM SEWER 821.00 27.00 81 2,8 <br /> 5 28.00 0 0.00 <br /> 4 12' RCP LF 83.00 0.00 5 4,750.1 <br /> 950.00 0 <br /> 6 48 RCP EA 6.00 0 0.00 17 14,7501 <br /> 7 2 3 CATC SEWER MANHOLE EA 17.00 750.00 15 6,000. <br /> 400 00 0 0.00 <br /> 8 2 ON CONNECT CATCHBASIN EA 15.00 000 1000 6,000. <br /> 8 CONNECT TO EXISTING MANHOLE 6.00 0 <br /> LF 1000.00 p 0.00 1 200. <br /> 9 CONNECT N PIPE DRAW CETO NEW L-E 1.00 200.00 23.5 282. <br /> 10 CONNECT EX SERVICE TO NEW ST SEW MA EA 1200 0 0.00 <br /> LF 20.00 0 0 <br /> 11 r SERVICE PIPE 26.00 0 0.00 12 TRENCH COMPACTION DENSITY TESTS EA <br /> 0.00 62,591 <br /> 7 SCHEDULE 5.0 GROVE AREA STORM DRAINAGE -TOTAL <br />