Laserfiche WebLink
. ` <br /> « <br /> . <br /> Project............................ 9009 �� � � � + <br /> Bridge Rehab - ��ENGINEER'S ESTIMATE �DUNN COMPANY �ENTLER EXCAVATING C0. � <br /> 4 Locations �� �724 N. MERCER ST. �229 S. OAKLAND � <br /> � � �DECATUR, IL b2522-1699�DECATUR, IL 62522 � <br /> eid Date........................... May 21, 1990 �� � � � <br /> �� � � � <br /> Time............................... 10:15 am �� � � � <br /> �� � � � <br /> �� � � � <br /> ------------------------------------------------- <br /> PAY ITEM � UNIT � QTY �� UNIT � TOTAL � UNIT � TOTAL � UNIT � TOTAL � <br /> � � �� PRICE � � PRICE � � PRICE � � <br /> - - ------------------------------------------------------------------------------ <br /> BIT CONC SURF CSE "E" CL I 7Y 2 ( TN � 206 �) 100.00 � 20,600.00 � 87.50 � 18,025.00 � 95.00 � 19,570.00 � <br /> CONCRETE REMOVAL � CY � 0.9 �� 600.00 � 540.00 � 920.00 � 828.00 � 1000.00 � 900.00 � <br /> STRUCTURE EXCAVATION � CY � 26 �� 45.00 � 1,170.00 � 45.00 � 1,170.00 20.00 � 520.00 � <br /> CLASS X CONCRETE � CY � 7•7 �� 575.00 � 4,427.50 � 628.00 � 4,835.60 � 400.00 � 3,080.00 � <br /> STEEL BRIDGE RAIL � LF � 242 �� 75.00 � 18,150.00 � 66.00 � 15,972.00 � 45.00 � 10,890.00 � ' <br /> CLEAN/PAINT METAL HANDRAIL � LF � 468 �� 5.00 � 2,340.00 � 5.00 � 2,340.00 � 15.00 � 7,020.00 � <br /> REINFORCEMENT BARS ( LB � 1,000 �� 0.75 � 750.00 ( 1.10 � 1,100.00 � 0.90 � 900.00 � <br /> STONE DUMPED RIPRAP CLASS A4 ( SY � 92 �� 30.00 � 2,760.00 ( 33.70 � 3,100.40 � 22.00 � 2,024.00 � <br /> BITUMINOUS CONCRETE REMOVAL � SY � 318 �� 10.00 � 3,180.00 � 8.95 � 2,846.10 � 8.00 � 2,544.00 ( <br /> BITUMINWS CONCRETE REMOVAL (DECK) � SY � 1,523 �� 15.00 � 22,845.00 � 8.95 � 13,630.85 � 8.00 � 12,184.00 � <br /> C�IB C 8 G - REM & REP (SPECIAL) � LF ( 20 �� 30.00 � 600.00 � 27.35 � 547.00 � 60.00 � 1,200.00 � <br /> SIDEUALK - REM & REP (SPECIAL) � SF � 81 �� 8.00 � 648.00 � 8.80 � 712.80 ( 12.00 � 972.00 � <br /> STEEL PLATE BEAM GUARDRAIL TY B � LP � 50 �� 45.00 � 2,250.00 � 24.75 � 1,237.50 � 45.00 � 2,250.00 � <br /> TRAfFIC BARRIER TERMINAL TY 1 � EA � 4 �� 1000.00 � 4,000.00 � 930.00 � 3,720.00 � 1100.00 � 4,400.00 � <br /> TRAFFIC BARRIER TERMINAL TY 1A � EA � 8 �� 900.00 � 7,200.00 � 930.00 � 7,440.00 � 1100.00 � 8,800.00 � <br /> TRAFFIC BARRIER TERMINAL TY SA � EA � 4 �� 700.00 � 2,800.00 � 632.00 � 2,528.00 � 900.00 � 3,600.00 � <br /> STEEL PLATE BEAM GUARDRAIL REMOVAL � Lf � 350 �� 4.00 � 1,400.00 � 5.00 � 1,750.00 � 9.00 � 3,150.00 � <br /> TRAF CONTROL/PROTECTION STD BLR 21 � EA � 4 �� 5000.00 � 20,000.00 � 1110.00 � 4,440.00 � 200.00 � 800.00 ( <br /> CONCRETE DECK BEAM REPAIR � SF � 898 �� 22.00 � 19,756.00 � 38.40 � 34,483.20 � 70.00 � 62,860.00 � <br /> GROUT REPAIR � LF � 241 �� 35.00 � 8,435.00 � 63.00 � 15,183.00 � 17.00 � 4,097.00 � <br /> KEYUAY REPAIR � Lf � 2,017 �� 15.00 � 30,255.00 � 12.00 � 24,204.00 � 22.00 � 44,374.00 � <br /> uATERPR00FING MEMBRANE SYSTEM � SY � 1,611 �� 20.00 � 32,220.00 � 14.50 � 23,359.50 � 13.00 � 20,943.00 � <br /> CLEAN/REPAIR FLOOR DRAINS � EA � 24 �� 15.00 � 360.00 � 22.00 � 528.00 � 100.00 � 2,400.00 � <br /> FURNISH/ERECT STRUCTURAL STEEL � LB � 20 �� 40.00 � 800.00 � 5.00 � 100.00 � 50.00 � 1,000.00 � <br /> FILTER FABRIC FOR USE W/RIPRAP � SY � 92 �� 2.00 � 184.00 � 3.50 � 322.00 � 5.00 � 460.00 � <br /> PAINT PAVEMENT MARKING - LINE 4" � LF � 160 �� 1.00 � 160.00 � 1.50 � 240.00 � 10.00 � 1,600.00 � <br /> GRADING EXISTING SHOULDER � SY � 378 �� 10.00 � 3,780.00 � 9.90 � 3,742.20 � 7.00 � 2,646.00 � <br /> PORTLAND CEMENT MORTAR PAIRING CSE � LF � 1,200 �� 2.00 � 2,400.00 � 3.15 � 3,780.00 � 6.00 � 7,200.00 � <br /> � � �� � � ( � � � <br /> � � �� � � � � � � <br /> � � �� � � � � � � <br /> � � �� � � � � � � <br /> � � �� � � � � � � <br /> ___________________________________�_________�_________��______________________�______________________�______________________� <br /> 70TAL BID (AS CORRECTED) � � �� 214,010.50 � 192,165.15 � 232,384.00 � <br /> ---- ---------------------�10.21�------------------8.59 <br /> Percent Over or (Under) ENGINEER'S ESTIMATE <br />