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DR Horton - Vista De Los Santos Offsite Sewer <br />WATER & SEWER IMPROVEMENTS <br />BID DATE: <br />BIDDER: <br />The undersigned bidder declares that the only person or parties interested In this proposal as principals an those names herein, that this proposal has <br />been prepared without collusion with any other person, firm, or corporation; that he has carefully examined the specifications and the site of the proposed <br />work and therefore agrees that he will provide afi the necessary machinery, tools, apparatus and other means of construction. and will do all the work and <br />furnish all the materials called for in the specifications in the manner prescribed therein and according to the requirements of the Engineer as herein set <br />forth, for the following prices: <br />ADMINISTRATION <br />ITEM DESCRIPTION UNIT EST /QTY $/UNIT AMOUNT <br />I Mobilization LS 1 $33,629.28 $ 33,629.28 <br />2 Performance & Maintenance Bond LS t $ 6,72 <br />5.86 $ 6,725.86. <br />SUBTOTAL $ 40,355.13 <br />SW3P & SITEWORK <br />ITEM <br />DESCRIPTION <br />UNIT <br />EST /CITY <br />$/UNIT <br />AMOUNT <br />I <br />Rock Berm <br />EA <br />1 <br />$ <br />500.00 <br />$ <br />500.00 <br />2 <br />Construction Entrance <br />EA <br />1 <br />$ <br />1,250.00 <br />$ <br />1,250.00 <br />3 <br />Silt Fence <br />LF <br />102 <br />$ <br />2.00 <br />$ <br />204.00 <br />4 <br />Hydro mulch Reveg ROW <br />SY <br />4,500 <br />$ <br />I.50 <br />$ <br />6,750 00 <br />5 <br />Clear & Grub/Strip Top Soil <br />SY <br />4,500 <br />$ <br />0.50 <br />$ <br />2,250.00 <br />Lift Station Grading and Stabilization <br />with Grass Seeding LS <br />ESTIMATED STREET QUANTITIES <br />$ 7,500.00 $ 7,500.00 <br />SUBTOTAL $ 18.454.00 <br />ITEM <br />DESCRIPTION <br />UNIT <br />EST /QTY <br />$/UNIT <br />AMOUNT <br />1 <br />2" HMAC Pavement <br />SY <br />496 <br />$ <br />9.00 <br />$ <br />4,464.00 <br />2 <br />8" Flexible Base <br />SY <br />496 <br />$ <br />8.50 <br />$ <br />4,216.00 <br />3 <br />Moisture Condition Sub Grade <br />SY <br />496 <br />$ <br />5.00 <br />$ <br />2.480.00 <br />Traffic Control Plan for Franklin, <br />4 <br />Bishop, Craddock, and Wonder World <br />EA <br />1 <br />$ <br />6.000.00 <br />$ <br />6,000.00 <br />(RM 12) <br />SUBTOTAL <br />$ <br />17,160.00 <br />SANITARY SEWER IMPROVEMENTS <br />ITEM <br />DESCRIPTION <br />UNIT <br />EST /QTY <br />VUNIT <br />AMOUNT <br />-�1 <br />8" Sanitary Sewer Pipe (0' -6') �— <br />LF <br />72 <br />$ <br />31.00 <br />$ <br />2,232.00 <br />2 <br />8" Sanitary Sewer Pipe (6' -8') <br />LF <br />275 <br />$ <br />35-00 <br />$ <br />9,625.00 <br />3 <br />8" Sanitary Sewer Pipe (8' -10) <br />LF <br />548 <br />$ <br />38.00 <br />$ <br />20,824.00 <br />4 <br />8" Sanitary Sewer Pipe (10' -12') <br />LF <br />159 <br />$ <br />45.00 <br />$ <br />7,155.00 <br />5 <br />8" Sanitary Sewer Pipe (12' -14') <br />LF <br />328 <br />$ <br />60.00 <br />$ <br />19.680.00 <br />6 <br />8" Sanitary Sewer Laterals <br />LF <br />1 l <br />S <br />45 00 <br />$ <br />495 00 <br />7 <br />Wet Well and Lift Station Peripherals <br />EA <br />I <br />$ 330,000 00 <br />$ <br />330.000.00 <br />8 <br />Electric /instrumentation /Controls <br />EA <br />1 <br />$ <br />20,000.00 <br />$ <br />20,000.00 <br />9 <br />Emergency Generator <br />EA <br />1 <br />$ <br />40,000.00 <br />$ <br />40,000.00 <br />Transformers, CT Metering, Labor <br />EA <br />1 <br />$ <br />12,050.00 <br />$ <br />12,050.00 <br />9 <br />Standard Sanitary Sewer Manhole <br />EA <br />11 <br />$ <br />3,900.00 <br />$ <br />42,900.00 <br />