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O O CJ1 ? a1 O ;� O C77 0 O � O�� 0 Q. tD' 0 W m y �D tOD tOD (D.. fur d ® C: r MOM 0 m Z � � n G o yq 4R ffl L N ER - 1� fig � ffl O OCii j WO W :. —► .N) .O CD N 00 '* O (N Ln Gj �N O O i O a O 0 O O O O O O C 0 O Q p °o n � 0 0 � N W W W m 7/21 /2008 Exhibit B-4 EXHIBIT B-4 Summary (SUPPLEMENT TO ATTACHMENT B) DRAINAGE IMPROVEMENTS TO SERVE FOSSIL DRIVE, YOLANDA -MEADOW LANE, AND KINGS OAK ADDITION AREAS OPINION OF PROBABLE CONSTRUCTION COST Drainage 'Improvement � Water Main Sewer Main .- Location Construction Construction Construction Total Construction � Area #1 Fossil Drive $ � 339,693.20 $ 339,693.20 � Area #1 Tom Ellen Drive $ ; 859,442.10 � Area #2 Yolanda Drive-Meadowlane Terrace $ � 114,528.70 $ 814,528.70 Area #3 Kin s Oak Addition $ � 936,771.00 $ 936,771.00 TOTALS $ 2,250,435.00 $ 2,250,435.00 Percent ost 0 .00 0 0.00 0 0.0 °0 100.00 0 Drainage Improvement Water Main Sewer Main N Location Construction Construction Construction Total Construction O Area #1 Fossil Drive $ 339,693.20 $ 339,693.20 � Area #1 Tom Ellen Drive $ 951,787.10 $ 951,787.10 0 Area #2 Yolanda Drive-Meadowlane Terrace $ 114,528.70 $ 114,528.70 Area #3 Kin s Oak Addition $ 936,771.00 $ 936,771.00 TOTALS $ �, 2,342,780.00 $ 2,342,780.00 il_�t rercent �ostl .i vu.uu �o i U.UU% � 0.00% � 100 00% �� 6-Exhibit_B-4Construction Cost Estimate-080070 B4-1 Summary 7/21/2008 Exhibit B-4 EXHIBIT B-4 Unit III Paving (SUPPLEMENT TO ATTACHMENT B) DRAINAGE IMPROVEMENTS TO SERVE FOSSIL DRIVE, YOLANDA -MEADOW LANE, AND KINGS OAK ADDITION AREAS OPINION OF PROBABLE CONSTRUCTION COST UNIT 111 -PAVING AND DRAINAGE IMPROVEMENTS Area 1 Area 1 Fossil Drive Tom Ellen Street Option 1 Add 36" relief s stem PAY ITEM ITEM DESCRIPTION UNIT ' UNIT PRICE QUANTITY SUB -TOTAL QUANTITY SUB -TOTAL 1 UTILITY ADJUSTMENTS LS $5 000.00 1 $5 000.00 1 $5 000.00 2 PROJECT DESIGNATION SIGN EA $300.00 2 $600.00 2 $600.00 3 21"CLASS III RCP LF $62.00 125 $7,750.00 125 $7 750.00 4 30" CLASS III RCP LF $72,00 300 $21 600.00 337 $24 264.00 5 6 7 8 9 10 36" CLASS III RCP 42"CLASS III RCP 48" CLASS III RCP 54" CLASS III RCP 3'X6' BOX CULVERT CONST. STD. 10' CURB INLET LF � LF LF LF LF EA $91.00 $99.00 $115.00 $137.00 $225.00 $2 600.00 - 457 550 210 - 12 $0.00 $45,243.00 $63 250.00 $28,770.00 $0.00 $31 200.00 2 022 - - 1 036 8 $184 002.00 $0.00 $0.00 $0,00 $233 100.00 $20 800.00 11 12 13 CONST. STD. 4' SQ. SD MANHOLE CONNECT TO EXISTING CONCRETE CHANNEL UNCLASSIFIED TRENCH EXCAVATION EA EA CY $2 600.00 $2 100.00 $5.00 2 - 1 405 $5,200.00 $0.00 $7,025.00 6 3 3 259 $15 600.00 $6 300.00 $16 295.00 14 TRAFFIC CONTROL LS $10 000.00 1 $10,000.00 1 $10,000.00 15 16 17 18 19 20 21 22 23 24 25 2s PERMANENT ASPH. PAVEMENT REPAIR PER 2000-1A PERMANENT CONC. PAVEMENT REPAIR PER 2000-2 EROSION CONTROL TRENCH SAFETY SYSTEM LF LF LS LF $45.00 $75,00 $6 000.00 $2.00 1,642 - 1 1 642 $73 890.00 $0.00 $6,000.00 $3 284.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 648 2 872 1 3 520 $29 160.00 $215 400.00 $6 000.00 $7 040.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 27 $0.00 $0.00 28 $0.00 $0.00 Conrete Paving Option Sub -Total $308,812.00 $781,311.00 10% Contengenc $30,881.20 $78,131.10 Conrete Paving O tion Total Per Street $339,693.20 $859,442.10 Concrete Pavin Option Total $1,199,135.30 6-Exhibit_B-4-Construction Cost Estimate-080070 B4-3 Unit III Paving (Area 1 Opt 1) 7/21 /2008 Exhibit B-4 EXHIBIT B-4 Unit III Paving (SUPPLEMENT TO ATTACHMENT B) DRAINAGE IMPROVEMENTS TO SERVE FOSSIL DRIVE, YOLANDA -MEADOW LANE, AND KINGS OAK ADDITION AREAS OPINION OF PROBABLE CONSTRUCTION COST UNIT 111 -PAVING AND DRAINAGE IMPROVEMENTS Area 1 Area 1 Fossil Drive Tom Etlen Street Option 2 Re lace K-636 s stem PAY ITEM ITEM DESCRIPTION UNIT' UNIT PRICE QUANTITY SUB -TOTAL QUANTITY SUB -TOTAL 1 2 UTILITY ADJUSTMENTS PROJECT DESIGNATION SIGN LS EA $5 000.00 $300.00 1 2 $5 000.00 $600.00 1 2 $5 000.00 $600.00 3 21"CLASS III RCP LF $62.00 125 $7 750.00 125 $7 750.00 4 5 6 7 30" CLASS III RCP 36" CLASS III RCP 42" CLASS III RCP 48" CLASS III RCP LF LF LF LF $72.00 $91.00 $99.00 $115.00 300 - 457 550 $21,600.00 $0.00 $45 243.00 $63 250.00 337 447 893 $24 264.00 $40 677.00 $0.00 $102 695.00 8 9 10 54" CLASS III RCP 3'X6' BOX CULVERT 4'x5' BOX CULVERT LF LF LF $137.00 $225.00 $191,00 210 - $28 770.00 $0.00 - 1,036 623 $0.00 $233 100.00 $118 993.00 11 12 CONST. STD. 10' CURB INLET CONST. STD. 4' SQ. SD MANHOLE EA � EA ' $2 600.00 $2 600.00 12 2 $31,200.00 $5 200.00 8 10 $20 800.00 $26 000.00 13 14 CONNECT TO EXISTING CONCRETE CHANNEL UNCLASSIFIED TRENCH EXCAVATION EA CY $2100.00 $5.00 - 1,405 $0.00 $7 025.00 3 3 205 $6 300.00 $16,025.00 15 TRAFFIC CONTROL LS $10 000.00 1 $10,000.00 1 $10 000.00 16 PERMANENT ASPH. PAVEMENT REPAIR PER 2000-1A LF $45.00 1 642 $73 890.00 648 $29 160.00 17 18 PERMANENT CONC. PAVEMENT REPAIR PER 2000-2 EROSION CONTROL LF L5 575.00 $6 000.00 - 1 $0.00 $6,000.00 2 813 1 $210 975.00 $6 000.00 19 TRENCH SAFETY SYSTEM LF $Z.00 20 21 22 23 24 25 26 27 1 642 $3 284.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 3 461 $6 922.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 28 $0.00 $0.00 $0.00 $0.00 Conrete Paving Option Sub-Tota $308,812.00 $865,261.00 10% Contengenc $30,881.20 $88,526.10 Conrete Pavin O tion Total Per Stree $339,693.20 $951,787.10 Concrete Pavin O tion Total $1,291,480.30 6-Exhibit_B-4-Construction Cost Estimate-080070 B4-3 Unit III Pavinn !Area 1 ("Int f91 7/21 /2008 Exhibit B-4 EXHIBIT B-4 Unit III Paving (SUPPLEMENT TO ATTACHMENT B) DRAINAGE IMPROVEMENTS TO SERVE FOSSIL DRIVE, YOLANDA —MEADOW LANE, AND KINGS OAK ADDITION AREAS OPINION OF PROBABLE CONSTRUCTION COST UNIT III -PAVING AND DRAINAGE IMPROVEMENTS Area 2 Yolanda Drive Meadowiane Terrace PAY ITEM ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY SUB -TOTAL 1 UTILITY ADJUSTMENTS LS $5 000.00 1 $5,000.00 2 PROJECT DESIGNATION SIGN � EA $300.00 2 $600.00 3 21"CLASS III RCP LF $82.00 32 �$1,984.00 4 24" CLASS III RCP LF $67.00 150 $10,050.00 5 30" CLASS III RCP LF $72.00 431 $31,032.00 6 CONST. STD. 10' CURB INLET EA $2 800.00 2 $5,200.00 7 CONST. STD. 4' SQ. SD MANHOLE EA $2 800.00 1 $2 600.00 8 UNCLASSIFIED TRENCH EXCAVATION CY $5.00 568 $2,840.00 9 TRAFFIC CONTROL LS $10 000.00 1 $10,000.00 10 PERMANENT ASPH. PAVEMENT REPAIR PER 2000-1A LF $45.00 613 $27,585.00 11 EROSION CONTROL LS $8 000.00 1 $6,000.00 12 TRENCH SAFETY SYSTEM LF $2.00 613 $1,226.00 13 $0.00 14 $0.00 15 � $0.00 16 $0.00 17 $0.00 18 $0.00 19 _ _ _ � $0.00 20 $0.00 21 $0.00 $0.00 Conrete Paving Option Sub -Total _ � $104,117.00 10% Contengenc $10,411.70 Conrete Pavin Option Total Per Street $114,528.70 n Total $114,528.70 6-Exhiblt_B-4-Construction Cost Estimate-080070 B4-3 Unit III Paving (Area 2) 7/21/2008 Exhibit 8-4 EXHIBIT B-4 Unit; III Paving (SUPPLEMENT TO ATTACHMENT B) DRAINAGE IMPROVEMENTS TO SERVE FOSSIL DRIVE, YOLANDA -MEADOW LANE, AND KINGS OAK ADDITION AREAS OPINION OF PROBABLE CONSTRUCTION COST UNIT III -PAVING AND DRAINAGE IMPROVEMENTS Area 3 Kings Oak Addltfon PAY ITEM ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY 5UB-TOTAL 1 UTILITY ADJUSTMENTS LS $5 000.00 1 $5,000.00 2 PROJECT DESIGNATION SIGN EA $300.00 2 $600.00 3 21" CLASS III RCP LF $62.00 80 $4 960.00 4 24" CLASS III RCP LF $07.00 32 $2,144.00 5 36" CLASS III RCP LF $91.00 995 $90 545.00 6 42" CLASS III RCP LF $99.00 107 $10 593.00 7 5'x5' BOX CULVERT LF $250.00 2 225 $556 250.00 8 5' HEADWALL EA $7 200.00 1 $7 200.00 9 CONST. STD. 10' CURB INLET EA $2 600.00 5 $13 000.00 10 CONST. STD. 4' DROP INLET EA $3 200.00 10 $32,000.00 11 CONST. STD. 5' SQ MANHOLE EA $3 400.00 4 $13,600.00 12 UNCLASSIFIED TRENCH EXCAVATION CY $5.00 7,642 $38 210.00 13 TRAFFIC CONTROL LS $10 000.00 1 $10 000.00 14 PERMANENT ASPH. PAVEMENT REPAIR PER 2000-1A LF $45.00 1 214 $54,630.00 15 EROSION CONTROL LS $8 000.00 1 $6,000.00 16 TRENCH SAFETY SYSTEM � LF $Z.00 3,439 $6 878.00 17 $0.00 18 $0.00 19 . $0.00 20 $0.00 21 $0.00 _ 22 $0.00 23 $0.00 24 $0.00 25 $0.00 26 $0.00 Conrete Paving Option Sub -Total $851,610.00 10% Contengenc $85,161.00 Conrete Paving O tion Total Per Street $936,771.00 Concrete Paving Option Total $936,771.00 6-Exhibit_B-4-Construction Cost Estimate-080070 B4-3 Unit III Pavinn /Araa 31 C) J D Z D Z 0 0 0 0 0 O O QJ 0 00 0 0 0 0 0 1 0 v D 0 0 s cn M C'> a 0 0 J 1 c _r DD �0 9 c0 m .o O ((DD =a v c m m c0 . O Ut ;� Sv V iCD 0 0 ;m o ;m m II1 v •o ;a o�(1) m p (D a � v a o cn v xN o 3 :3 rt CD CD O 'o c. 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