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Allied Construction Associates Inc. 4/23/2021
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Allied Construction Associates Inc. 4/23/2021
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Last modified
6/9/2023 3:09:14 PM
Creation date
4/30/2021 10:40:33 AM
Metadata
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Template:
Contracts
Contractor's Name
Allied Construction Associates Inc.
Approval Date
4/23/2021
Council Approval Date
3/31/2021
Department
Public Works
Department Project Manager
Dave Voigt
Subject / Project Title
SEI to SRI Intertie and SRO8 Rehabilitation
Public Works WO Number
UP3714
Tracking Number
0002874
Total Compensation
$994,985.50
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Allied Construction Associates Inc. 4/12/2023 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract\Capital Construction Contracts and Change Orders
Allied Construction Associates Inc. 5/4/2023 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract\Capital Construction Contracts and Change Orders
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1 <br /> CITY OF EVERETT SPECIAL PROVISIONS <br /> Supplement Section 9-03 by adding the following: <br /> 9-03.22 Sand Backfill for Pipe Zone , <br /> (******) <br /> For pipe zone bedding and backfill of ductile iron and steel pipe only, provide a clean sand mixture <br /> free from organic matter and conforming to the following gradation: <br /> U.S. Standard Percent Passing <br /> Sieve Size By Weight <br /> 1/2" 100 <br /> #4 65-100 <br /> #50 5-30 <br /> #200 0-7 <br /> All percentages are by weight. <br /> 9-04 JOINTS AND CRACK SEALING MATERIALS ' <br /> Supplement Section 9-04 by adding the following: <br /> 9-04.12 Watertight Pipe to Manhole Connection Boot <br /> (******) <br /> Provide Kor N Seal®,A•Lok, or equal watertight pipe to manhole connection boot. <br /> 9-04.13 Flexible Coupling <br /> (******) <br /> Provide Fernco or equal flexible coupling for gravity side sewer connections. <br /> Provide model DFW (non-shear) as manufactured by NDS Inc., Strong Back RC series as <br /> manufactured by Fernco, or equal for pressure sewer connections. <br /> 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS <br /> 9-05.12 Polyvinyl Chloride (PVC) Pipe <br /> 9-05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid <br /> Wall PVC Sanitary Sewer Pipe <br /> Revise the third paragraph in 9-05.12(1) to read as follows: <br /> For pipe sizes 18 to 30-inch diameter, provide solid wall PVC pipe meeting ASTM F 679, <br /> using minimum pipe stiffness of PS46, unless otherwise noted on the Plans. <br /> Revise the fifth paragraph in 9-05.12(1)to read as follows: <br /> Provide Trench ToughTM SDR 35 gasketed injection molded fittings for solid wall PVC pipe <br /> as manufactured by MULTI FITTINGS, or equal. <br /> 9-05.13 Ductile Iron Sewer Pipe <br /> Delete all paragraphs in 9-05.13 and substitute the following: <br /> Provide centrifugally cast ductile iron sewer pipe meeting the requirements of AWWA C151. <br /> Provide cement-mortar lining meeting the requirements of AWWA C104 and coated with a seal <br /> coat per AWWA C104. Provide ductile iron pipe Special Thickness Class 52. <br /> Provide rubber gasket push-on type, or mechanical type non-restrained joints meeting the <br /> requirements of AWWA C111. <br /> Pipe and fittings shall be mechanical joints or push-on as required, as shown on the drawings, or <br /> as specified. Unless otherwise shown on the drawings or specified herein, mechanical joint pipe <br /> shall be used for underground installations. Joints of the push-on type may be used instead of <br /> mechanical joints after the ENGINEER has approved design. Thrust restraint shall be by thrust <br /> SEI to SRI Intertie,SRO8 Rehab Division 9—MATERIALS WO No.—UP3714 <br /> SP—169 <br /> 1 <br />
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