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Lakewood A-PR 920911September 11, 1992 L.D. Conatser, Contractor Murray Construction Company C.W. Young Construction John Burns Construction Inc. W.R. Hodson Mario Sinacola and Sons Excavating, Inc. Cullum Construction Company Legend Construction Re: LAKEWOOD ESTATES - Coppell, Texas Utility Bids 91073-0 Gentlemen: You are invited to submit a proposal for construction of water, sewer and drainage facilities in subject addition. All labor and materials necessary to complete the work indicated on the enclosed engineering plans per City of Coppell Standards and Specifications should be included in unit prices. The Owner reserves the right to reject any or all bids and waive formalities in the bidding procedure. Bids will be received until 4:00 p.m. Monday, September 21, 1992, and should be addressed to: L.C. ESTATES, LTD. c/o Unzicker, Schnurbusch & Associates 8700 Stemmons Freeway, Suite 400 Dallas, Texas 75247 Attached is a copy of our estimate of the bid quantities. All work is to be constructed under Contract with the Owner per Contract Documents provided by Owner. All testing required by the City of Coppell shall be provided by the Contractor. Construction staking and grade verification will be provided by the Owner through Unzicker, Schnurbusch & Associates, Inc. to insure all subgrade has been brought to ±0.2 feet. The Owner reserves the right backcharge the Contractor for excessive retesting, restaking and/or reverification. Include in your proposal as separate line items the cost of payment and performance bonds to the Owner as well as the required maintenance bond to the City of Coppell. Bids will not be accepted unless a time of completion date has been indicated on your proposal (in working days). Please be aware that the City of Coppell has recently changed their standard details. Sincerely, Kevin Ray Kendrick, P.E. C iley, E. Project Manager · Associate Project Managerd KRK/bp xc: Mr. Waymon Levell / Lakewood Estates, Ltd. Mr. Larry Davis / City of Coppell, Engineering Dept. Mr. Dick Pierce / Pierce Lunsford & Associates, Inc. Mr. Ken Griffin, P.E. / City of Coppell, Engineering Dept. Mr. Keith Jackson, P.E. / Cook-Jackson, Inc. BID QUANTITIES LAKEWOOD ESTATES CITY OF COPPELL L.C. ESTATES, LTD. SEPTEMBER 11, 1992 WATER* 6,190 L.F. 8" Water Main with Embedment 1 EACH 16" x 8" Tapping Sleeve with 8" Valve 4 EACH 10" x 8" Tapping Sleeve with 8" Valve 11 EACH 8" Valve 10 EACH 6" Valve 10 EACH Fire Hydrant 208 L.F. Bore Under Existing Pavement 2.4 TON Cast Iron Fittings 11.5 C.Y. Concrete Blocking 127 EACH Water Service 18 EACH Water Service - Connect to Existing Main 462 L.F. Water Service Under Existing Pavement (by other than open cut) 2 EACH 2" Irrigation Service 500 L.F. 4" PVC Conduit for Irrigation 1 L.S. Concrete Encasement SANITARY SEWER (OPTION 1)* 1,309 L.F. 30" PVC Sewer Main with Embedment 5,620 L.F. 8" PVC Sewer Main with Embedment 2 EACH 5.0' Diameter Manhole Over Existing Sewer 5 EACH 5.0' Diameter Manhole 14 EACH 4.0' Diameter Manhole 4 EACH Drop Connection 2 EACH Cleanout 2 EACH Connect to Existing Manhole 3 EACH Adjust Existing Manhole 1 EACH 8" Cap 2 EACH Abandon Existing Manhole 950 L.F. Abandon Existing 27" Sewer Main In Place. Slurry Fill and Provide Clay Cap at Upstream End. 790 L.F. Abandon Existing 8" Sewer Main In Place. Slurry Fill and Provide Clay Cap at Upstream End. 142 EACH 4" Sewer Service 3 EACH 4" Sewer Service - Connect to Existing 8" Sewer 1 L.S. Concrete Encasement 1 L.S. Trench Safety SANITARY SRWER (OPTION 2)* 2,260 L.F. 30" PVC Sewer Main with Embedment 5,410 L.F. 8" PVC Sewer Main with Embedment 9 EACH 5.0' Diameter Manhole 14 EACH 4.0' Diameter Manhole 4 EACH Drop Connection 4 EACH Connect to Existing Manhole 3 EACH Adjust Existing Manhole 1 EACH 8" Cap 2 EACH Abandon Existing Manhole 1,930 L.F. Abandon Existing 27" Sewer Main In Place. Slurry Fill and Provide Clay Cap at Upstream End. 790 L.F. Abandon Existing 8" Sewer Main In Place. Slurry Fill and Provide Clay Cap at Upstream End. 145 EACH 4" Sewer Service 1 L.S. Concrete Encasement 1 L.S. Trench Safety STORM SEWER* 258 L.F. 42" Class III RCP 126 L.F. 36" Class III RCP 102 L.F. 33" Class III RCP 232 L.F. 27" Class III RCP 147 L.F. 24" Class III RCP 580 L.F. 21" Class III RCP 12 EACH Precast Wye Connection 1 EACH 14' Curb Inlet 1 EACH 12' Curb Inlet 5 EACH 10' Curb Inlet 5 EACH 8' Curb Inlet 5 EACH 6' Curb Inlet 4 EACH Type "B" Headwall 1 L.S. Break Out Existing Milsap Wall for 42" RCP 950 S.Y. 6" Reinforced Concrete Pilot Channel 15 C.Y. Rock Rip Rap (Grouted In Place) LAKE IMPROVEMENTS* 1,930 L.F. Diamond Interlocking Retaining Wall (3.5' high) Including Wall Excavation, Footing, Filter Fabric and Geogrid 25 C.Y. Reinforced Concrete Spillway with Wingwalls and Footing 166 S.Y. 18" Diameter Rock Rip Rap (Grouted In Place) UTILITY CONDUIT* 1,900 L.F. 3" Schedule 40 PVC Utility Conduit BONDS* 1 L.S. Payment and Performance Bond to Owner 1 L.S. Maintenance Bond to the City of Coppell * Ail bid items to be constructed per the current City of Coppell standards-and specifications. Bid items include all means of construction required for proper installation (complete in place), including but not limited to: labor, supervision, equipment, tools, materials, backfill, compaction, final cleaning and acceptance. Traffic control to be provided and maintained by Contractor throughout construction at Contractor's expense. Inlet installation to include variable height curb & gutter and paving leave-outs to be constructed by Utility Contractor. All trenches exceeding five foot deep and unstable trenches less than five foot deep shall be constructed in accordance with the specifications provided in OSHA 2226. Utility Construction is scheduled to being on this site on October 1, 1992. Please include with your bid a statement that you will comply with the start date and your estimated completion date.