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<br /> " Project............................ 8902 �
<br /> Forrest Green ��ENGINEER'S ESTIMATE �SEWER INC. �GOODMAR, INC.
<br /> Drainage �) �BOX 4569 �1295 STATE HIGHWAY SO
<br /> �� �DECATUR, IL 62525 �MT. ZION, IL 62549
<br /> Bid Date........................... August 6, 1990 �� � �
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<br /> Time............................... 9:00 am �� � �
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<br /> _____________PAY ITEM=====_______==�==UN1T===�===QTY===�� UNIT===�===TOTAL====�==UNIT===�===TOTAL====�==UNIT===�===TOTAL====
<br /> I I II PRICE � � PRICE � � PRICE �
<br /> __________________________________________________________
<br /> STORM SENER, TY 1, 45"x29", I I II I I I I I
<br /> ELLIP RCP, CL [fI � LF � 213 �� 55.00 � 11,715.00 � 80.00 � 17,040.00 � 107.00 � 22,791.00
<br /> STORM SENER, TY 1, 36�' RCP, CL 111 � LF � 117 �� 55.00 � 6,435.00 � 52.00 � 6,084.00 � 79.00 � 9,243.00
<br /> STORM SEWER, TY 1, 30'� RCP, CL III � LF � 693 �� 42.00 � 29,106.00 � 43.00 � 29,799.00 � 64.00 � 44,352.00
<br /> STORM SENER, TY 1, 27" RCP, CL 1V � LF � 163 �� 38.00 � 6,194.00 � 42.00 � 6,846.00 � 57.00 � 9,291.00
<br /> STORM SEWER, TY 1, 24�� RCP, CL IV � LF � 542 �� 33.00 � 17,886.00 � 33.00 � 17,886.00 � 47.00 � 25,474.00
<br /> STORM SEWER, TY 1, 15" RCP, CL IV � LF � 18 �� 25.00 � 450.00 � 35.00 � 630.00 � 45.00 � 810.00
<br /> STORM SENER, TY 1, 15" PVC � LF � 10 �� 22.00 � 220.00 � 35.00 � 350.00 � 35.00 � 350.00
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<br /> STORM SEUER, TY 1, 15 CMP � LF � 10 22.00 220.00 35.00 350.00 34.00 340.00
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<br /> STORM SEWER, TY 1, 12" PVC � LF � 10 �� 18.00 � 180.00 � 30.00 � 300.00 � 32.00 � 320.00
<br /> I STORM SEWER, TY 1, 12" CMP � LF � 15 �� 18.00 � 270.00 � 30.00 � 450.00 � 32.00 � 480.00
<br /> STORM SENER TY 1 "
<br /> , , 4 PVC � LF � 60 �� 15.00 � 900.00 � 18.00 � 1,080.00 � 22.00 � 1,320.00
<br /> 36" PRECAST REINFORCED CONC I I II I I I I I
<br /> FLARED END SECTION � EA � 1 �� 650.00 � 650.00 � 1050.00 � 1,050.00 � 800.00 � 800.00
<br /> 15" PRECAST REINFORCED CONC I I II I I I I I
<br /> FLpRED END SECTION � EA � 1 �� 350.00 � 350.00 � 450.00 � 450.00 � 450.00 � 450.00
<br /> MH, TY A, b' DIA, FLAT TOP, TY 8 GR� EA � 7 �� 1700.00 � 1,700.00 � 2000.00 � 2,000.00 � 1750.00 � 1,750.00
<br /> MH, TY A, 5' DIA, FLAT TOP, TY 8 GR� EA � 5 �� 1400.00 � 7,000.00 � 1800.00 � 9,000.00 � 1335.00 � 6,675.00
<br />'i MH, TY A, 5' DIA, FLAT TOP, I I II I I I I I
<br /> NEENAH R-6041-A FRAME � EA � 1 �� 1400.00 � 1,400.00 � 1800.00 ( 1,800.00 � 1650.00 � 1,650.00
<br />, MH, TY A, 4' DiA, FLAT TOP, TY 8 GR� EA � 2 �� 1100.00 � 2,200.00 � 7400.00 � 2,800.00 � 1300.00 � 2,600.00
<br /> STRUCTURAL SlA6 � LS � 1 �� 7000.00 � 7,000.00 �11900.00 � 11,900.00 �10365.00 � 10,365.00
<br /> SPECIAL STRUCTURE, SS-1 � LS � 1 �� 950.00 � 950.00 � 4000.00 � 4,000.00 � 5500.00 � 5,500.00
<br /> SPECIAL STRUCTURE, SS-2 � LS � 1 �� 2850.00 � 2,850.00 � 4000.00 � 4,000.00 � 6150.00 � 6,150.00
<br /> PAVED DITCH REMOVAL � LF � 620 �� 70.00 � 6,200.00 � 10.00 ( 6,200.00 � 20.00 � 12,400.00
<br /> HAND PIACED RIPRAP � SY � 125 �� 30.00 ( 3,750.00 � 30.00 � 3,750.00 � 36.40 � 4,550.00
<br /> BORROu EXCAVATION � CY � 1,800 �� 12.00 � 21,600.00 � 12.00 � 21,600.00 � 13.30 � 23,940.00
<br /> CLEARING TREES REMOVAL 1N ESMT � LS � 1 �� 5100.00 � 5,100.00 �15000.00 � 15,000.00 �43000.00 � 43,000.00
<br /> MISC ADJ OF FENCES & FACILITIES � LS � 1 �� 5000.00 � 5,000.00 � 5000.00 � 5,000.00 � 9000.00 � 9,000.00
<br /> SEEDING, FERTILIZING & MULCHING ( LS � 1 �� 3800.00 � 3,800.00 � 5000.00 � 5,000.00 � 4000.00 � 4,000.00
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<br /> ___________________________________�_________�_________��______________________�______________________�______________________
<br /> TOTAL BID (AS CORRECTED) � � �� 143,126.00 � 174,365.00 � 247,601.00
<br /> Percent Over or (Under) ENGINEER'S ESTIMATE 21.83 73.00
<br /> * * * S U P P L E M E N T A L U N I T P R I C E S * * *
<br /> PAY ITEM � UNIT � �TY �) UNIT � TOTAL. � UNIT � TOTAL � UNIT � TOTAL
<br /> I I II PRICE � � PRICE � � PRICE �
<br /> TREE REMOVAL WTSIDE ESMT � [D � �� 15.00 � � 0.50 � � 75.00 �
<br /> SEEDING, FERTILIZING, & MULCHING I I II I I I I I
<br /> BEYOND CONST LIM(TS � SY � �� 0.50 � � 1.00 � � 10.00 �
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