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DR9001-CS 900302
PACHECO KOCH CONSULTING ~I~GINEERS 1012 Park Central VII - 12750 Merit Drive Dallas, Texas 75251 OPINION OF PROBABLE CONSTRUCTION COST PK NO: 1004-90.005 SHEET 1 OF 3 . PROo-MCT: Woodside Village - Drainage Improvements - West PL DATE: 3-2-90 Option 1 - 10'x 8' Box Culvert PREPARED BY: JAK rr~M QUAI~ITY UNIT DESCRIPTION UNIT TOTAL NO. PRICE I 1090 Cf ConC.for 10'x 8' Box Culvert $325.00 $354,250 )0 2 1 IS Clearing and Excavation $68,350.0( 68,350 )0 3 1 LS Fence Removal and Replacement 5,000.0( 5,000 ~0 4 4 FA 14' Curb Inlets 2,000.0( 8~000 ~0 5 1 EA Type "Y~' Inlet 3~000.0( 3~000 D0 6 35 LF 30" Rein. Conc. Pipe 40.0( 1~400 90 7 1 IS Upstream Transition 41,000.0( 41~000 O0~ 8 1 IS Trench Safety 225~000.0( 225~000 D SUB-TOTAL $700,000 )0 The quantities and prices shown hereon are an indication of the Engineer's opinion of probable ENGINEERING ( 8___%) 28,000 )0 construction costs associated with the referenced project and are NOT a guarantee of individual or CONTINGENCY ( 0___%) 0' )0 total construction costs. TOTAL $728,000 )0 ~PK NO: 1004-90.005 PROJECT: PACHECO KOCH CONSULTING ENGINEERS. 1012 Park Central VII - 12750 Merit Drive Dallas, Texas 75251 OPINION OF PROBABLE CONSTRUCTION COST Woodside Village - Drainage Improvements =~West PL~ Option 2 - 2-12'x 4' MBC and Cone Lined Channel. s~aT Z OF DATE: 3-2-90 PREPARED BY: JAK i'D~M QUANTITY UNIT DESCRIPTION UNIT TOTAL NO. PRICE 1 1030 CY Coho. for 2-12'x 4' Mult. Box Cul. $300.00 309,000 00 2 1 LS . Clearing and Excavation 20,000.00 20~000 00 3 1 LS F~Uce Rem0k~al and Replacement 10,000.00 10~000 00 4 4 EA 14' Curb Inlets 2,000.00 .~000 00 5 35 LF 30" Rein. Concrete Pipe 40.00 1~400 00 6 1 IS Downstream Transition 15 ~()00.00 15 ~000 7 16900 SF Concrete Lined Channel 4.00 67~600,, 8 1 LS Concrete Headwall 4~000.00 4,000 9 1 IS Trench Safety . 10~000.00 10,000 00' SUB-TOTAL' $445 ~000 O0 The quantities and prices shown hereon are an indication of the Engineer's opinion of probable 51~GINEERING (10 %) 44,500 00 construction costs associated with the referenced project and are NOT a guarantee of individnal or CON~INGENCY ( 10%) 44,500 00 total construction costs. $534,000 O0 PACHECO KOCH CONSULTING ENGINEERS. 1012 Park Central VII - 12750 Merit DriVe Dallas, Texas 75251 OPINION OF PROBABLE CONSTRUCTION COST PK NO: 1004-90.005 Sh~i~ PR~: Woodside Village - Drainage Improvements -.West PL DATE: Option 3 -Conc. Lined Open Channel 3 OF 3 3-2-90 PREPARED BY: JAK' I'I'PAM QUANTITY UNIT DESCRIPTION UNIT TOTAL NO. PRICE 1 33,300 SF Conc. Channel Lining $4.00, $133~200 00 2 1 LS Clearing and Excavation 40,000.00 40,000 00 3 1 IS Fence Replacement and Installment 20,000.00 20,000.00 4 35 LF 30" Rein. Conc. Pipe 40.00 1,400 00 5 1 IS Downstream Transition 15,000.00 15,000 00 6 1 IS Trench Safety 10,000.00 10,000 00 SUB-TOTAL $219,6.00 O0 The quantities and prices shown hereon are an indication of the Engineer's opinion of probable ~GINEERING ( 8 %) 17,570 00 construction costs associated with the referenced project and are NOT a guarantee of individual or CONTINGENCY ( 1___~) 21,960 00 total construction costs. $259,130 00 COPPELL HIGH SCHOOL EXISTING lO'x8' BOX CULVERT WILLOW LANE EXISTING 20 FOOT I ~ DRAINAGE EASEMENT .J b.J b.I ..J A A EXISTING 20 FOOT DRAINAGE EASEMENT PROPOSED lO'x8' BOX CULVERT PROPOSED DRAINAGE EASEMENT HINCKLEY I I PROPOSED lO°x8' BOX CULVERT BOORHEM TYPICAL SECTION A-A DRAINAGE EASEMENT DRAINAGE EASEMENT L PROPOSED IO'xS' BOX CULVERT Z b.i r'~ WOODSIDE VILLAGE I DRAINAOE IMPROVEMENTS SANDY LAKE ROAD '""=."="=" '="'-'"' COPPELL HIGH SCHOOL bJ Ld .J A EXISTING lO'x8° BOX CULVERT WILLOW LANE EXISTING 20 FOOT DRAINAGE EASEMENT HINCKLEY EXISTING 20 FOOT DRAINAGE EASEMENT · 7.5' . . 5' , · 7.5' BOORHEM PROPOSED CONCRETE LINED OPEN DRAINAGE CHANNEL PROPOSED --DRAINAGE EASEMENT PROPOSED 2-12'x4° MULTIPLE BOX CULVERT TYPICAL SECTION A-A EXISTING 20 FOOT DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PRO~SED 2-12'x4' MULTIPLE BOX ClU~VERT I B B ,cWo~O~S~D~vEELoV~L~EL~GcEo, I TYPICAL SECTION ~ I ~' J ' OPTIO SHADYDALE ACRES :z --~ '0 J ~ ' --'- > o~--- I ~'[lllllllllllJlltllllll IIIIIIIIIiIii II ~1 III I/ I III O~ mo~ Z© -- I ~0 ~0 / _u -- ~ J 0 ~0 ~m I z~ I ~ ~/ ~o ~ m~ I o ~ o~ I >~ ~ ~o ~ z'" Z ~ I~1 ~ m g ~Z J ~ ~ ~ m ~ ~ o( I ~ ~ ~m I m I I I DENTON ROAD ~o -__ rrl 0 0 '~ 0 0 Z mo ~m mo rtl z -I PROP. LINE I-r1 Z 00~ Z O;0 ~'0 ~0 mo PROPERTY LINE