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� <br /> i <br /> , 'r <br /> � <br /> � ---- -- --- .-."_ ----- --- - � �-- - . _ . . <br /> i <br /> � . i <br /> i - <br /> i . <br /> Project............................ 9225 - DIV. 1 �� � � � � � � <br /> � CONNECTING ��ENGINEER'S ESTIMIITE �COODMAR, INC. �HqRSHMAN DLUMBING �SEEVERS FARM DRAINAGE�SEVER, INC. �MID-STATES GENERAL � <br /> PIPE AND MANHOLE�� �/295 STATE HIGHWAY S.� NEIITING d ELEC �RT. 1, BOX 65 �607(4569 � L MECNANICAL � <br /> ' DE41TT C0. II IMi. 210N, IL 62549 �7205 5. XAMILTON �ARGENTA, IL 62501 �DEGTUR, [L 62525 IR. R. 1, BOX 169 � <br /> MELL PIELD �� I ISULLIVAN, IL 61951 � � �DECATUR, IL 62526 � <br /> �� � � � � � � <br /> Bid Dete........................... NOV. 9, 1992 �� � � � � � � <br /> �� � � � � � � _ � <br /> Time............................... 10:00 AM �� � � � � � � <br /> �� � � � � � � <br /> _=_=�==�===='CAT ITEM ===a=i===iSzi�=UNIT � tsOTT===��s UNIT =s�=='TOTAL ' � sUNIT===�=`=TOTAL `�a UNiT=a=�===TOTAL �s UNIT a �ss TOTAL ��z UMIT�E� �TOTAIx � UNITa==�S:aTOTAL sI <br /> I I II PRJCE � � PRICE � � PRICE � � PRICE ( � PRICE � � VR10E I I <br /> _:_==='=ww• DIVISION I s..=�:�::=::Iz:::::I:::=�::::liss:::nnl:a::.e:n:Is:seea:e:I:ee:::-see:l:=sa::�_=I=:::e-=::::i:::�nni�a:=:i:::::ri.l�:.::�:ei:a_:::::I.:.:::K::=I <br /> CONCRETE PICE, C76 LLASS til: � � �� � � � � � � � � � � � � <br /> 42 1NCH DIAMETER �L.F. � 65 �� 85.25 � 5.541.25 � 53.75 � 3,493.75 � 79.75 � 5.183.75 � 6G.35 � 6,182.75 � 62.00 � G,030.00 � 80.00 � 5.200.00 � <br /> 33 INCN DIAMETER �L.f. � 1,825 �� 59.50 �108,587.50 � 34.50 � 62,962.50 � 54.70 � 99,827.50 � 52.10 � 95,082.50 � 53.00 � %,725.00 � 74.00 �135,050.00 � <br /> 24 [NCH DIANETER �L.F. � 7,115 �� 37.00 � <1,255.00 � 24.75 � 27,596.25 � 28.70 � 32.000.50 � 31.25 � 34.843.75 � 65.00 � 50.175.00 � 56.00 � 62.440.00 � <br /> 18 INCH DIAMETER �t.F. � 3.825 �� 26.25 �100,406.25 � 18.50 � 70.762.50 � 21.50 � 82.Z37.50 � 25.45 � 97.346.25 � 40.00 �153,000.00 � �.00 �168.300.00 � <br /> 15 INCN DIAMETER �L.F. � 1,G40 (� 20.00 � 28,800.00 � 17.25 � 24,840.00 � 17.00 � 24,680.00 � 22.65 � 32,616.00 � 38.00 � 54,720.00 � 40.00 � 57,600.00 � <br /> � � �� � � � � � � � � � � � � <br /> CONCRETE END SECTION, 42 INCH �EACH � 1 �� 1260.00 � 1,260.00 � 1000.00 � 1,000.00 I �3�5•00 I �•3t5•� I �•� I �•� I ���•� I �•��•� I Z��'� � Z•�'� I <br /> CONCRETE END SECTION. 33 INCN �EACN � 1 �� 1006.00 � 1.006.00 � 900.00 � 900.00 � 1085.00 ( 1,085.00 � 600.00 � 6�.00 � 1000.00 � 1.000.00 � 1900.00 ( 1.900.00 � <br /> DI PIPE, CLASS 1. 42 INCM �L.F. � G8 �� 19i.00 � 9,312.00 � %.00 ( 4.606.00 � 135.30 � 6,694.40 � 150.� � 7,200.00 � 115.00 � 5.520.00 � 165.00 � 7,920.00 � <br /> � � �� � � � � � � ( � � � � � <br /> CONLRETE M1INHOLES, PRECAST BASES: I I II � I I I I I I I I I I I I <br /> 48" X 6.5' MITX ECC CONE �EALH � 6 �� 1000.00 � 6,000.00 � 950.00 � 5,700.00 � 1090.00 � 6,540.00 � 1475.00 � 8,850.00 � 1100.00 � 6,600.00 � 2000.00 � 12,000.00 � <br /> 60" X 10' MITN FLAT LID �EACX � 2 �� 2600.00 � 5,200.00 � I500.00 � 3,000.00 � 2310.00 � 4,620.00 � 1942.00 � 3,884.00 � 1500.00 � 5,000.00 � 3000•00 � 6,000.00 � <br /> 60" % 14' WITH fLAT LiD �EACX � 1 �� 3640.00 � S,6G0.00 � 2<00.00 � 2,400.00 � 3%0.00 � 3,960.00 � 2525.00 � 2,525.00 � 1800.00 � 1�800.00 � <000.00 � 4,000.00 � . <br /> 60" X 16' W1TH FLAT LID �EACM � 1 (� i160.00 � 4,760.00 � 2600.00 � 2,600.00 � 4633.00 � 4,633.00 � 1875•00 � 1.875•00 � 2000•00 � 2.000•00 � <000.00 � 4,000.00 � <br /> I I II I I I I I I I I I I I I <br /> SYAIE E1IRTXHORK, CUT �C.T. � 2,565 �� 2.10 � 5,386.50 � 2.50 � 6,412.50 � 2.40 � 6,156.00 � 3.50 � 8,977.50 � 2.50 � 6,412.50 � 3.00 � 7,695.00 � <br /> SYAIE EARTHHORK, fill �C.Y. � 1.350 �� 1.00 � 1.350.00 � 2.90 � 5.915.00 ( 1.25 � 1.687.50 � 1.50 � 2.025.00 � 1.10 � 1.485.00 � 3.00 � 4,050.00 � <br /> RIP RAP, RR 3 �70N � 15 �� 16.75 � 251.25 � 37.00 � 555.00 � 25.00 � 375.00 � 25.00 � 375.00 � 40.00 � 600.00 � 30.00 � 450.00 � <br /> TEMPORART TIMBER YALL �L.S. � 1 �� 2250.00 � 2,250.00 � 950.00 � 950.00 � 1085.00 � 1,085.00 � 1000.00 � 1,000.00 � 2500.00 � 2,500.00 � 1000•00 � 7,000.00 � <br /> - :`�:`::::�:..:..:a:��.:.:`n:::`.`::'.':':I.`::...:�.:...::.:.`I`:r:::::::=�:=::_::.:I`:::.::.:..::�::::`:�:.:...::...:..�:.�:I•:`•:::::`.__:.`:....� <br /> TOTAIeBID (AS•CORRECTED) :::c:c � � �� 32i,405.75 � 221,695.50 � 281,680.15 � 302,157.75 � 390,667.50 � 479,605.00 � <br /> :ea:_::_ee:::s:::=::.::_:..:::z::�.s:�::::_s.=::.::...:::::.::::::...:::a::=z::::r:.:.:....s::.:::.:::.::z�r�a:::=:=::ss:::::n::::::�:::::::a::::_:.:.:::::.:..e�••=:::=n.:.=::s.::::. <br /> iercent Over or (Under) ENCINEER'S ESTIMATE (31.66) <13.17) (6.86) 20.i3 4�•� <br />