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�Ra�p l - Er���r�Er�u.� �,s���T�: s� �o.�,� �����������ex
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<br />S.A.P.62-630-45
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<br />PROJECT: Larpenteur Ave. -Arona St. to Oxford St.._______ ____ ____ ____ `__ ______ _ GROUP 1
<br />� 100% CSAH
<br />DATE:16-Dec-99 ------ - ---- - - -------- _------
<br />�
<br />2011.601 CONSTRUCTION _LAYOUT STAKING
<br />ZOZ L501 MUli1L1GAl�lUN
<br />2101.502 CLEARING
<br />2101.507 `GRUBBING
<br />C104.501 REMOVE PIPE SEWERS
<br />2104.501 REMOVE CONCRETE CURB & GUTTER
<br />TOTAL GROUP 1 .
<br />UNl'f UNIT PRICE QUANTITY QUANTIT� AMOUNT
<br />LS $20Q000.00 I I
<br />� '1'ltr;�; � $100.00 T 19 19
<br />TREE $100.00 21 21 _ _
<br />m $19.00 348 348
<br />� m 55.00 2978 2978
<br />$200,000.00
<br />$1 z900.00
<br />$2,100.00 \
<br />56.612.00 �
<br />2104.501 `REMOVE CHAIN LINK FENCE ^ m 58.00 30 30 � $24�00
<br />�J._._._------ - - -- ------ -- -
<br />�2104.501 ' REMOVE WOOD FENCE - PRNACY m 58.00 20 20' 6160.00
<br />2104.501 `REMOVE FLAGSTONE RETAIlVING WALL � m 516.40 28 28, $ 4 5 9. 2 0
<br />2104.503� REMOVE CONCRETE BLOCK RETAIlVING WALL m�- 520.00 3 3
<br />2104.503 REMOVE CONCRETE MEDIAN m� 56.00 1914 1914 $I
<br />2I04.503 REMOVE CONCRETE SIDEWALK m � 56.00 1299 1299
<br />2104.503 MOVE CONCRETE PAVEMENT m � 55.00 33502� 33502 �$
<br />2104.503 REMOVE BITUMINOUS PAVEMENT m£ � 63.50 815 � 815
<br />2104.509 REMOVE MANHOLE OR CATCH BASIN EACH _ $150.00 10 10
<br />21045I1 SAWING CONCRETE PAVEMENT m $12.00 71 71
<br />2104.513 SAWING BITUIVIINOUS PAVEMENT m $10.00 524 5?4
<br />2104.521 SALVAGE WOOD FENCE�SPLIT RAIL ��� � � m 515.00 58.4 58.4.
<br />2 104.523 SALVAGE CASTIlVG EACH $150.00 � 17 �� 17'
<br />2104.523 `SALVAGE SIGN TYPE C ������ EACH S I 5.00 73 73
<br />2 104.523 `SALVAGE PRECAST CONCRETE CURB STOPS E A C H $ 7 5. 0 0 33 33
<br />ZIOd.602 RELOCATE COMMERCIAL SIGN EACH $3,000.00 � 1 �
<br />2 105.50 I`COIVIMON EXCAVAT(ON m' $ 4. 5 0 31004 31004 $1
<br />2105.522 `SELECT GRANiJLAR BORROW (LV) �n� 57.00 3 0 8 5 5' 30855' $2
<br />2105.525 `TOPSOIL BORROW (LV) mj $10.00 232 232
<br />2105.601 `coNC�TE PAVEMENT DISPOSAL SPECIAL (Pj LS 5175,000.00 I l $
<br />2123.610 `TRACTOR MOUNTED BACKHOE , H O U R $125.00 50 50'
<br />2130.501 `WATER ml $25.00 �� � 400 400'
<br />22 I I,SO3 AGG. B�SE (CV) CLASS 6 m; a20.00 6209 5774' �
<br />_ _ _ - - - - _ -- ---------- � _.__.. _..
<br />2301.502 CONC. pAVEMENT STANDARD W(DTH 200 mm mt S 12.00 23245 23245 $
<br />2301.503 `CONC. PAVEMENT IRREGULAR WIDTH 200 mm m� . 616.00 8827 8827r $
<br />.. . ...� ....._ ..._..___--- . .., W..,, �
<br />23b1.513 `STRUCTURAL CONCRETE HE m' $120.00 .--- 5775 5775 $
<br />- _ _. . . __ _
<br />2301.513 �STRUCTURAL CONCRETE HE SPECIAL�COLOR) m' $250.00 441 641 $I
<br />2301.529 -REINFORCEMENT BARS (EPDXY COATED) kg S3.OD 21234 21234
<br />2301.538 DOWEL BAR T �.W ���-----�- �;aCH �W 54�20� 20300Y ! 20300
<br />2340.508 TYPE 3 I WEARING'�COURSE �MIX"TURE T� t 540.00 34 34
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<br />2340.508 TYPE 41 WEAR[NG COUkSE MIXTURE --- t $42.00 62 62:
<br />-• - --- -- •- --- _-- -- -
<br />2340.510 TYPE 31 BIlVDERCOURSE MIXTURE �t $37.00 34 34�
<br />2340.5 10 TYPE 4 I BINDER COURSE MIX"TURE ��� t $37.00 93 93�
<br />- - -- ----- -------- --_ . _-- � -- - -�
<br />2357.502 B(TUM[NOUS MATERIAL FOR TACK COAT LITER 50.45 , 182 182,
<br />_ _- ------- - ---- _. ___ .�.�...._ -,---- -- ---_
<br />24IL507 CONCRETE STEPS F.ACH 5800.00 3 3
<br />,_.... . _.....__. ..� . _�_...._..._ T _ _ - .-- - ---- - - --
<br />2411.604 -`CONCRETE BLOCK RETAINING WALL m2 $175.00 90.6 90.6
<br />.. .___._._ ..__: - --
<br />2451.503 GRANiJLAR BACKFILL (LV) m' $9.25 150 150
<br />250'L.541 100 mm PERF PE PIPE DRAIN m 53.50 2985 2985 S i l
<br />2504.402 ADNST GATE VALVEYBOX ��__ EACH � E200.00_� � 27 ,� 27� _
<br />2504.602 iADJUS'f CURB STOP BOX EACH � SI50_00 ; 68 + 68 �
<br />2504.602 IAn7UST xYDRANT j EACH�` __ 5700�_00 �_� 8'�
<br />2504.604�100 mm POLYSTYRENE INSULATION _�m2_� _ 530.00 ; 12 __ 1�
<br />2506.602 CONSTRUCT CONTROL STRUCTURE i EACH ; 5500.00 i 2 2
<br />__ �_.�__ _..._._..
<br />1,48A.00
<br />$7,794.00
<br />167.510.00
<br />$2,852.50
<br />$1,500.00
<br />$852.00
<br />$5,2ao.00
<br />$876.00
<br />$2,»0.00
<br />s I,095.00
<br />$2,475.00
<br />$3,000,00
<br />39.5 18.00
<br />I 5,985.00
<br />$2,320.00
<br />175,000.00
<br />$6,250.00�
<br />$ 10,000.00
<br />I 15,480.00
<br />278,940.00
<br />141.232.00
<br />693,000.00
<br />60,250.00
<br />$63,702.00
<br />$85,260.00
<br />$1,360.00
<br />S2,b04 00
<br />51,258.00
<br />�3,44 I .00
<br />$81.90
<br />52,400.00
<br />$15,855.00
<br />51,387.50 ,
<br />�5
<br />2521.501 100 mm CONCRETE WALK m� 1 $21.00 ! 2403, 112; $2,352.00
<br />- � _.__�. ..�____
<br />253 I.501 CONC CURB & GUTFER DES 8624 m , $30.00 2588 2588 �� 577,640.00
<br />2531.501 � COIJC CURB & GUTTER DES B612 �__ �_�n -�' _$29.00 �_ 3275 3275 ,� __ 594,975.00
<br />� 253 1.507 150 mm CONC. DRIVEWAY PAVEMENT HE m�' 539�0 ! 210, 210' S8> 190A�J
<br />2531.507 `200 mm CONC. DRIVEWAY PAVEMENT HE m��� $43.00 884 884 538,012.0U
<br />253 1.602 `CONCRETE ENTRANCE NOSE DESIGN 7113 � EP�u �2i4,00 2G 20 SS,OOOAO
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<br />--� � ..�....�. .. �- --- - - - ---
<br />253 L602 PEDESTRIAN CURB RANIP EACH _ __�2SM0 14 14 53,5�0.00
<br />. ____ .__ �� �.-- •_ .--- � - --- --- � _... . _. .._.. . _
<br />2545 607 HANnHnI .F. SPECIAL EACH � 5300.00 �� l9 t9 $5.700:0��
<br />11/!6/99 L.4I2PENG3.XLS Page I
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