Laserfiche WebLink
City Project 03-02 <br />Neighborhood 32: Chatsworth St. & Lp�e]1 Avenue <br />Engineers Estimate <br />ITEM NO. ITEM <br />2021.501 Mobilization <br />2104.501 Remove concrete curb & gutter <br />2104.501 Remove storm sewer pine (a[{ sizes & tvaes) <br />2104.505 Remove concrete driveway pavement <br />2104.505 Remove bituminous drwy. pavement <br />2104.505 Remove bituminous street pavement <br />2104.509 Remove structure (m.h. or c.b.) <br />2104.509 Remove casting (manhole or catch basin) <br />2104.511 Saw cut concrete <br />2105.501 Common excavation <br />2105.507 Subgrade excavation <br />2211 .501 Agg. base, class 5, 100% cr. limestone <br />2331.603 Bituminous control joint <br />2340.508 Wearing course mixture <br />2340.514 Base course mixture <br />2340.521 Bituminous driveway pavement <br />2357.502 Bituminous material for tack coat <br />2503.541 12" R.C. pipe, design 3006, cl. 5 <br />2503.541 15" R.C. pipe, design 3006, cl. 5 <br />2504.502 Adjust gate valve <br />2504.602 Gate valve box assembly <br />2506.522 Adjust manhole frame and ring <br />2506.602 Break-in to existing storm sewer structure <br />2506.603 Construct manhole, type B <br />2506.603 Construct catch basin. type A <br />2506.603 R-1733 casting <br />2521.507 Concrete driveway pvmt. 6" thick <br />2531.501 Concrete curb & gutter, design B-612 <br />2531.501 Concrete curb & gutter. design B-618 <br />2575.505 Mineral sod with 6" topsoil <br />UNIT <br />Lump Sum <br />Lin. ft. <br />Lin. ft. <br />Sq. yd. <br />Sq. yd. <br />Sq. yd. <br />Each <br />Each <br />Lin.ft. <br />Cu. yd. <br />Cu. yd. <br />Ton <br />Lin. ft. <br />Ton <br />Ton <br />Sq. yd. <br />Gallon <br />Lin. ft. <br />Lin. ft. <br />Each <br />Each <br />Each <br />Each <br />Each <br />Each <br />Each <br />Sq. yd. <br />Lin. ft. <br />Lin. ft. <br />Sq. yd. <br />CHATSWORTH & LOVELL <br />UNIT PRICE QUANTITY TOTAL <br />$5,500.00 1 � S.L�� �� <br />,�2.C�0 �� 5 �6.� <br />��.�� �� 5 ��� � <br />S � � �Q �� � G50.CrQ <br />#��.44 ?�� S 1,1 ��.QD <br />�1.�� 3347 $ �,' �3.75 <br />53��.�Q 2 S �Q.�O <br />� 12�r.L�O � 5 37�.G� <br />SG�.�O �� � ���.�� <br />$�.�� 1' Ov � �, � ��.�� <br />�� 0� r � � � �� Q4 <br />�1� �� 1�0� 5 1�,F5�.Q4 <br />$� .44 �5� S 1,�1 �.�Q <br />���.QQ 3�4G � 7�,���.QQ <br />S�1.QQ 30� S 7�,�G�.�a <br />$1 fi�.�0 f� f � 3,{�G:� <br />�f..VIJ i�.F � �i�'.+ V41 <br />�3�,�� �� � 1,� 0�.�� <br />�3�.�G �4 5 1,�5F�.04 <br />S' �.�.�JQ � 3 �5�.�4 <br />S' .�iC�.�J� � � 3��.�� <br />$���.�0 � � 1,04�.�0 <br />$���,�� � $ 1 � ���.�� <br />$1,$0�.�� � �r 3.�04.�� <br />� 1,60�.�� � � �,�04.�4 <br />534�.�� � �i �04.�4 <br />���i.�4 7�.� � �,B��.D� <br />� 1 �.04 3� $ d��.0� <br />� I 9 �� ' �� � �Q,��� �� <br />54 0� ��C� � �,�0�.�� <br />Construction Total <br />10% Contingency <br />15% Engineering <br />Subtotal <br />8% Capitalization <br />Total Project Cost <br />�11�,�8 r.�� <br />�1 �.��B.�G <br />�1 �,���.�� <br />5�a�,�56.7$ <br />�11,�98.5� <br />$159,145.29 <br />