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<br /> �- , �rqj�ect............................ City project 9309 II IEGI2II ELECTRIL, INC �J.F. EDYARDS CONS. �
<br /> ' Treffit Si9�ls ��ENCINEER�S ESTIMATE �700 N. IUCARTNUR BLVD. �C. 0. BO% 49 �
<br /> � . Nonrx end Grand �� �SPRINGFIElO, IL 62702 �220 S. CNICAGO ST. ( '
<br /> ' II � �GENESEO, tL 6125G. �
<br /> efd Date........................,.. Aupust 25, 1993 II I I I
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<br /> Time............................... 10:30 e.m. �) � � �
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<br /> s--E=aa==-===�AY ITEM -===c:asa:==s�-=UNITa=-�saaCTY cII 6EUNIT====�-==TOTAL===s�as UNIT--=-�z-=TOTAL===-�aaaUNllsi=a�===TOTAL "�
<br /> I I II PRICE � � PRICE � � VRICE I I �
<br /> P CeC.aeASE COURSE,sg,=�-===s_:a._:i:.s.f:.:ai:.=:.134 ��s===`47 00 � ::6,298 00=�`===-3T.80=�s==5,065 20`� 6e 38.00 � ae5'092 00'�
<br /> INCIDENiAL BITUMINWS SURfACING � TON � 30 �� 115.00 � 3,450.00 � 105.00 � 3,150.00 � 105.00 � 3,150.00 �
<br /> COMB. CURB d GUTTER, TY 8-6.24 � L.F. � 75 �� 25.00 � 375.00 � 35.07 � 526.05 � 35.00 � 525.00 �
<br /> COMe. CURB 6 GUTTER REMOVAL � L.F. � 536 �� 4.50 � 2,472.00 � 5.36 � 2.872.96 � 5.35 � 2,867.60 �
<br /> MEDIAN REMOVAL � S.F. � 1,750 �� 2.20 � 3,850.00 � 2.62 � 4,235.00 � 2.45 � 4,287.50 �
<br /> SOLID, RAMVED MEDIAN � S.F. � 120 �� 7.00 � 840.00 � 77.33 � 2,079.60 � 77.30 � 2,076.00 �
<br /> CONCRETE MEDIAN, TY SM-6.06 � S.F. � 200 �� 7.00 � 1,400.00 � 74.70 � 2,940.00 � 14.70 � 2,940.00 �
<br /> REM. E REPL. EXIST. PCC SV, S" � S.F. � 1,075 �� 8.50 � 9,737.50 � 7.67 � 8,245.25 � 7.70 � 8,277.50 � 1
<br /> I LNAINAIRE, SODIUA VAPOR, NOR120NTALI I II I I I I I I �
<br /> MOUNT iNOTOCELL CONTROL, I I II I I I I I I ,
<br /> 250 WATT, 120 VOLT � EACH � 4 �� 865.00 � 3,460.00 � 564.30 � 2,257.20 � 468.29 � 1,873.16 �
<br /> SIGNAL HEAD, POLYCORBONATE, 1•FACE,� � �) ( I I I I I h
<br /> 3-SECTION MAST ARM MOUNTED � EACX � 4 �� 420.00 � 1,680.00 � 445.50 � 1,782.00 � 480.65 � 1,922.60 �
<br /> SIGNAL HEAD, POLYCARBONATE, 1-FACE,I I II I I I � I I I .
<br /> 3-SECTION MAST ARM MOUNTED � EACH I II I I I I I I
<br /> SIGNAL HEAD, POIYCARBONATE, 2-FACE,� � �� I I I I I I
<br /> -� 1-3 SECTION AND 1-5 SECTION, � ( �� � � ( � � � ,
<br /> BRACKET MOUNTED � EACN � 4 �� 930.00 � 3,720.00 � 921.80 � 3,687.20 � 1096.94 � 4,387.76 �
<br />' SIGNAL HEAD, POIYCARBONATE, 1-FACE,I I II I I I I I I
<br /> i;w:,�P 5-SECTION NAST ARM MOUNTED � EACH � 4 �� 580.00 � 2,320.00 � 569.80 � 2,279.20 � 591.56 � 2,366.24 �
<br /> PEOESTRIAN SIGNAL HEAD, POLY- � I II I I I I I I
<br /> CARBONATE, 2-FACE, BRACKET MWNTED � EACH � 4 �� 558.00 � 2,232.00 � 624.80 � 2,499.20 � 920.17 � 3,680.68 �
<br /> TRAFF_IC SIGNAL BACKPLATE � EACH ( 8 �� 75.00 � 600.00 � 68.20 � 545.60 � 46.43 � 371.44 �
<br /> TRAFFIC SIGNAI POST, AL 15 FT. � EACN � 4 �� 500.00 � 2,000.00 � 459.80 � 1,839.20 � 458.27 � 1•833•08 � ,
<br /> COMBINATION STEEL MAST ARM ASSEMBLY� I II I I I I I I '
<br /> AND VOLE, 44 fT. � EACH ( 4 �� 3000.00 � 12,000.00 � 3139.40 � 72,557.60 � 3363.66 � 73,454.56 � � ��
<br /> FULL-ACTUATED CONTROLLER, STANDARD � I II I ` I I I I I � - , � � . -
<br /> SEOUENCE IY 8 PHASEES, !N TYPE IV I I II I I I I I I �,
<br /> CABINET � EACH � 1 �� 6600.00 � 6,600.00 � 6736.40 � 6,736.40 � 5945.64 � 5,945.64 �
<br /> TIME BASE COOROINATOR � EACN � 1 �� 95.00 � 95.00 � 60.50 � 60.50 � 70.88 � 70.88 �
<br /> RACK NWNiED INDUCTION LOOP I I II I I I I I I '
<br /> DE7ECTOR AMPLIFIER � EACH � 16 �� 95.00 ( 1,520.00 � 73.59 � 1,177.44 � 79.58 � 7,273.28 � a
<br /> RACK MOUNTED 1NDUCTION LOOP I I II I I I I I I �'
<br /> - DETECTOR AMPLIFIER UITN CALL I I II I I I I I I -
<br /> DETECTOR RELAT � EACH � 2 �� 95.00 � 190.00 � 77.35 � 15G.70 � 79.58 � 159.16 �
<br /> DETECTOR LOOV, TYPE 1 � L.F. � 1,535 �� 6.60 � 10,131.00 � 6.34 � 9,731.90 � 8.71 � 13,369.85 �
<br /> PEDESTRIAN PUSHBUTiON � EACH � 8 �� 136.00 � 1,088.00 � 126.50 � 7,012.00 ( 155.90 � 7,247.20 �
<br /> PVC CONDUIT IN TRENCH, 1-t/2" � L.F.� � 430 �� 4.50 � 1,935.00 � 3.59 � 1,543.70 � S•89 � 3•822•70 �
<br /> PVC CONDUfT IN TRENCH, 2" � L.F. � 160 (� 6.50 � 1,040.00 � 5.25 � 840.00 � 8.99 � 7,438.40 � ,
<br /> PVC CONDUIT IN TRENCN, 3" � L.f. � 52 �� 16.00 � 728.00 � 6.99 � 363.48 � 9.76 � 507.52 �
<br /> PVC CONDUIT,AUGERED, 1-1/2" � l.F. � 260 �� 9.00 � 2,340.00 � 9.17 � 2,384.20 � 11.72 � 3,047.20 � w
<br /> PYC CONDUIT, AUGERED, 3" � L.F. � 430 (� 76.00 � 6,880.00 � 12.19 � 5,2G1.70 � 12.59 � 5,413.70 �
<br /> �VC CONDUIT IN TRENCH, 3/4" � L.f. � 190 �� 3.00 � 570.00 � 0.91 � 172.90 � 8.74 � 1,660.60 �
<br /> ' ELECTRIC CABLE 1N CONDUIT 600V � I II I I I I I I
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<br /> (XlP-TYPE USE) N0. 10 1/C � L.F. � 1,040 �� 0.80 � 832.00 � 0.40 � 416.00 � • 0.66 � 686.40 �
<br /> EIECTRIC CABIE IN CONDUIT I I II - I I I I I I
<br /> N0. 14 5/C � L.F. � 2,538 �� 0.70 � 1,776.00 � 0.68 � 1,725.84 � 0.71 � 1,801.98 �
<br /> ELECTRIC CABLE IN LONOUIT � � II I I I ( I I •'
<br /> uo. �c �ic � �.F. � �,soo �� o.so � �,oco.00 � o.as � �,o�s.00 � o.ao � �,o<o.00 �
<br /> ELECTRIC CABLE IN CONDUIT ( � �� I I I I I I �
<br /> N0. 18, 3 PAIR 51715TED SHIELDEO � L.F. � 1,930 �� 0.90 � 1,T37.00 � 0.83 � 1,601.90 � 0.75 � 1,447.50 �
<br /> ELECTRIC CABLE IN CONDUIT I I II I I I I I I
<br /> N0. 6 2/C � L.F. � 10 �� 1,00 � 70.00 � 4.57 � 45.70 � 4.23 � 42.30 �
<br /> ELECTRIC CABLE IN CONDUtT b00v � , �� I � I I I I
<br /> (XLP-TYVE USE) N0. 8 1/C � L.F. � 20 �� 1.00 � 20.00 � 2.15 � 43.00 � 1.88 � 37.60 �
<br /> CONLRETE FWNDATION, TYPE D � L.F. � 3.5 �� 260.00 � 970.00 � 272.80 � 954.80 � 3T1.38 � 7,299.83 �
<br /> CONCRETE FouNDAT10N, TYPE E 30'� DIA� L,f. � 44 �� 95.00 � 4,180.00 � 97.26 � 4,015.64 � 120.37 � 5,296.28 �
<br /> CONCRETE HANDHOLE � EACN � 5 �� 9G0.00 � 6,7p0.00 � 990.00 � 4,950.00 � 1081.36 � S,G06.80 �
<br /> CONCRETE DWBLE HANDHOLE � EACH � 1 �� 1460.00 � 1,460.00 � 7654.40 � 7,65G.G0 � 1487.46 � 1,G87.46 �
<br /> WLFBOX JUNCTION � EACH � 4 �� 290.00 � 1,160.00 � 266.20 � 1,06G.80 � 326.92 � 1,307.68 �
<br /> TRENCN AnD BACKFILL � L.F. � 550 �� 3.60 � 1,980.00 � 3.28 � 7,804.00 � 2.84 � 7,562.00 �
<br /> REMOVE EXISTINC TRAFFIC SIGNAI � � �� I I I I I I
<br /> EOUlPMENT � L.SUM � t �� 2000.00 � 2,000.00 � 2824.80 � 2,824.80 � 4224.15 � 4,224.15 �
<br /> TRAFFiC CONTROL AND PROTECTION, U-3� L.SUM � 7 �� 1000.00 � 1,000.00 � 1100.00 � 1,100.00 � 700.00 � 100.00 �
<br /> TRAFFIC CONTROL AND PROTECTION, U-4� L.SUM � 1 �� 1000.00 � 1,000.00 � 2200.00 � 2,200.00 � 100.00 � 100.00 �
<br /> � TRAfFIC CONTROL AND PROTECTION, U-5� I.SUM � i �� 1000.00 � 1,000.00 � 7980.00 � 1,980.00 � 100.00 � 100.00 �
<br /> ' HOOD POLE, 25 FT., CLASS 4 � EALH � 1 �� 500.00 � 500.00 � i95.00 � 495.00 � 677.31 � 677.31 �
<br /> SERViCE INSTALlATION, TYPE B � EACH � 1 �� 87.00 � 87.00 � 506.00 � 506.00 � 802.32 � 802.32 �
<br /> CONCRETE fOUNDATION, TYPE A � L.F. � 12 �� 135.�0 � 1,620.00 � 7G6.30 � 7,755.60 � 195.54 � 2,346.48 �
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<br /> TOTAL 810 (AS CORRECTED) � � �� 115,903.50 � 116,196.46 � 126,82T.34 �
<br /> ::ss:�a==.z__�::z�:.:aa::�ss�a�__�___:�:::�__=:a_z�==�::___z:z�_:�aa:::�:::::�_::a:s:::_=_:_:____���:_=z__=_____z_z:�:ar__=zz_=::�:
<br /> Percent Over or (Under) ENGINEER�S ESTIMATE 0.25 9.42
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