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Reece Construction Company Inc 4/24/2018
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Reece Construction Company Inc 4/24/2018
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Entry Properties
Last modified
9/12/2019 10:44:28 AM
Creation date
4/26/2018 10:20:12 AM
Metadata
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Template:
Contracts
Contractor's Name
Reece Construction Company Inc
Approval Date
4/24/2018
Council Approval Date
3/28/2018
Department
Public Works
Department Project Manager
Richard Hefti
Subject / Project Title
Water Main Improvement S
Public Works WO Number
UP3664
Tracking Number
0001163
Total Compensation
$1,866,805.49
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Reece Construction Co 9/12/2018 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Reece Construction Company 8/29/2019 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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I <br /> CITY OF EVERETT SPECIAL PROVISIONS <br /> 4.8 inches total movement along with up to eight degrees deflection. Provide <br /> "American Earthquake Joint System", or City approved equal. <br /> 9-30.2(6) Restrained Joints <br /> Supplement 9-30.2(6) by adding the following: <br /> For non-earthquake resistant ductile iron pipe provide "MegaLug® Series 1100" <br /> mechanical restrained joints as manufactured by EBAA Iron, or City approved <br /> equal. <br /> For earthquake resistant ductile iron pipe provide "American Ductile Iron Flex- <br /> Ring® Joint Pipes and Flex-Ring fittings with Field Flex-Ring", or City approved <br /> equal. <br /> 9-30.2(7) Bolted, Sleeve-Type Couplings for Plain End Pipe <br /> Supplement 9-30.2(7) by adding the following: <br /> For up to 12-inch diameter pipe, provide "Romac ALPHA-13.30 Coupling", or City <br /> approved equal. <br /> 9-30.3 Valves <br /> Revise 9-30.3 to read as follows: <br /> Provide valves with hand wheels or operating nuts as designated. In general, I <br /> valves buried on the distribution system shall be nonrising stem type, open <br /> counterclockwise, and be equipped with two 0 rings in the stuffing box with a two <br /> inch operating nut. Valves within vaults shall be rising stem type, open <br /> counterclockwise, and be equipped with two 0 rings stuffing box with a hand <br /> wheel for operation. <br /> 9-30.3(1) Gate Valves (3-inches to 16-inches) <br /> Delete 9-30.3(1) and substitute the following: <br /> 9-30.3(1) Gate Valves (2-inches to 12-inches) <br /> Provide Waterous Series 2500, or City approved equal, resilient wedge gate valves I <br /> meeting the requirements of AWWA C509 or AWWA C515. <br /> Provide an affidavit of compliance stating the valve furnished fully complies with AWWA <br /> C509 or AWWA C515. 1 <br /> 9-30.3(3) Butterfly Valves <br /> Revise the first sentence of the second paragraph of 9-30.3(3) to read as follows: <br /> Valve operators shall be of the travelling nut, self-locking type, sealed, gasketed <br /> and permanently lubricated for underground service. <br /> 9-30.3(4) Valve Boxes <br /> Supplement 9-30.3(4) by adding the following: <br /> Provide East Jordan 8555 Series, two piece slip type box with 6800 two and one- <br /> half inch skirt drop lid or City approved equal. <br /> Plastic valve boxes with a cast iron lid having dimensions conforming to a number <br /> 940 valve box, as manufactured by Handley Industries, or City approved equal, <br /> are acceptable for valve boxes located in grass, non-paved or paved non- <br /> vehicular traffic areas. <br /> 9-30.3(5) Valve Marker Posts <br /> Delete first and second paragraphs of 9-30.3(5) and substitute the following: <br /> Post shall be 4-inch diameter, 42-inch tall, fluorescent orange, low density <br /> polypropylene portable traffic delineator post with two reflectorized strips. <br /> 9-30.3(6) Valve Stem Extension <br /> Revise the first paragraph of 9-30.3(6) to read as follows: <br /> Water Main Improvement S Division 9-MATERIALS January 29,2018 <br /> WO No.-UP3664 SP-176 1 <br />
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