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HomeMy WebLinkAboutItem 15 - Water Booster Pump Station and Ground Storage ProjectAward of engineering services contract - 2006 water booster pump station and ground storage Freese and Nichols, Inc. the pump station to 22 million gallons per day and an additional two million gallon ground storage tank. This project is needed to provide an additional volume • water from the Trinity Riv Authority (TRA) to meet projected peak water demands. TRA has committed to payin • half • the cost for the pump • and ground storage tank • to $5 • The construction budget is estimated by Freese and Nichols to be approximately $6.3 • •• The proposed design fee • $700,000 includes: * $534,000 • the •. services design, $102,000 • additional services including topographic surveying and boundary survey, easements, geotechnical engineering and drilling, tank inspections, hydraulic surge analysis, and handicap accessibility review, and $64,000 • engineering •- services including environmental assessments and site selection analysis, flow and pressure monitoring at TRA delivery points, pipeline crossings for State • 121 and additional construction • services. Freese and • specialize in this type •i • and are well qualified `• perform t • I WIV Engineering Service Contract-FNI Booster Pump Station LON cl a a a a CD a C) a a a a C'4 a O O 0A O O O m m m m m CD CD CD CD CD CD 0 CD a 6 ci 6 N cq N CN CN N N N N cq C4 C\l in U) "') U-) V) V) V) U') U' V) V) LO 0 C6 C6 06 CO CO CO 06 C6 C6 C6 06 CO C,cr� cy� cr� cr� Ga CA cri C,� cr� al 72 CD o CD o o c) C:) CD CD CD o CD q q q q a p q o .0 C> CD .0 0 0 0 c, 0 ci 0 a 6 6 6 6 E fa 6% to)- 6% Q9. 6% 64).6% U). 6% 6% 6p, � Z CD a CD a C> C> 0 CD C> CD o 0 cl a a c) C> 0 0 C) c) c) 0 C:) u� o000 00000; C) a CD CD M CD a CD 0 0 0 C'� CA cf� CO IM "Ir > U z co z -i CL 0 0 w w m :D LLJ OzLL 2 -7) < U) 0 O O r4 bA bA ra 5 tu Ch e4 c E c LON cl a a a a CD a C) a a a a C'4 a O O 0A O O O m m m m m CD CD CD CD CD CD 0 CD a 6 ci 6 N cq N CN CN N N N N cq C4 C\l in U) "') U-) V) V) V) U') U' V) V) LO 0 C6 C6 06 CO CO CO 06 C6 C6 C6 06 CO C,cr� cy� cr� cr� Ga CA cri C,� cr� al 72 CD o CD o o c) C:) CD CD CD o CD q q q q a p q o .0 C> CD .0 0 0 0 c, 0 ci 0 a 6 6 6 6 E fa 6% to)- 6% Q9. 6% 64).6% U). 6% 6% 6p, � Z CD a CD a C> C> 0 CD C> CD o 0 cl a a c) C> 0 0 C) c) c) 0 C:) u� o000 00000; C) a CD CD M CD a CD 0 0 0 C'� CA cf� CO IM "Ir > U z co z -i CL 0 0 w w m :D LLJ OzLL 2 -7) < U) 0 bA bA g cd ;. ;,, say I N bjD tQ LO C> LO V) O O < N 3: en N 0 c Ln C14 Lroom 0 0 -4, CD ou Ln 0 00 r O'll" M LL g cd ;. ;,, say I N bjD tQ LO C> LO V) O O < N 3: en N 0 c Ln eq c 0 0 0 N CD ou Ln 0 00 O'll" I I 0 0 0000 000888S 000000000 0000000000888ci: 0000000000 !R c000000000000 -�, 0 LO LOU*) 0:U.) LO LO LOU") LO 0 69 v)- 6,k 64 69 69 69 69 694 6.1, 69 69 O MR ;O'O 0 CD 0 CD 0 0 0 0 0 0 =0000000000000? X69646464;69 0000000000060 e , 60, V� V> 6c). Q9 69 qV* 2-:1 E LU I F- > z -i (D rL 0W < w < W Q 5:D =) w o z 0 --- ) U- < Qtn 0 rN bjD tQ LO LO V) cd E en s Saxe O c Ln eq c eq 0 CD ou I I 0 0 0000 000888S 000000000 0000000000888ci: 0000000000 !R c000000000000 -�, 0 LO LOU*) 0:U.) LO LO LOU") LO 0 69 v)- 6,k 64 69 69 69 69 694 6.1, 69 69 O MR ;O'O 0 CD 0 CD 0 0 0 0 0 0 =0000000000000? X69646464;69 0000000000060 e , 60, V� V> 6c). Q9 69 qV* 2-:1 E LU I F- > z -i (D rL 0W < w < W Q 5:D =) w o z 0 --- ) U- < Qtn 0 rN bjD tQ LO LO V) j7 P-4 s Saxe