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TABLE 5 <br />JULESBURG RESERVOIR DAM - RESERVOIR ENLARGEMENT <br />STUDY <br />FEASIBILITY CONSTRUCTION COST ESTIMATE <br />ALTERNATIVE A2 - UPGRADE EXISTING STRUCTURES <br />MODIFIED HOMOGENEOUS EARTHFILL DAMS - <br />TOP OF DAM <br />ELEV. 3715.0 <br />NORMAL WATER LEVEL 3707.0, GAGE IEIGHT 24.0 <br />DAM NO. '9 <br />Unit <br />Item Quantity Price <br />1 Mobilization and Demobilization 1 Is $20,000.00 <br />2 Dewaizatio Operations 1 Is $20,050.00 <br />3 Strip Top Soil & Overburden 12,004 cy $2.00 <br />4 Excavate and Bac 11 Cutoff Trenoh O cy $5.00 <br />5 Slurry Cutoff Trench 103,695 fsf $6.00 <br />6 Sand FIReNDrainage Blanket 4,736 cy $20.00 <br />7 F & I Toe Drain &Fitter 3,000 tt $30.00 <br />8 Constrcwt Earthfill Embankment 36,558 cy $3.00 <br />9 Remove Existing Concrete Facing o sy $1.50 <br />10 Trim Upstream Slope 0 cy $2.00 <br />11 F & I Upstream Slope Protection Bedding O cy $0.00 <br />12 F & t Upstream Slope Protection 1,806 cy $39.00 <br />13 F & I Upstream <br />Pin Slope 600 If $12.00 <br />14 Replace Topsoil and Seed 24,270 sy $0.75 <br />15 Excavate & Backtiill Outlet Conduct Trench 190 If $40.00 <br />16 Concrete for Outlet Works Conduit 125 cy $400.00 <br />17 F & I Secondary Outlet Pipe -ndut Steel 150 If $150.00 <br />18 Intake, Outlet Structures for Outlet Works 22 cy $400.00 <br />19 F & I Outlet Gate and Operator 1 Is $20,000.00 <br />20 Misc Steel Work - Trash Racks, Etc. 1 Is $5,000.00 <br />21 Raise Main Outlet Tower and Extend Catwalk O Is $5,000.00 <br />22 Raise 9nlet Canal Banks 0 cy $4.00 <br />23 Excavate for Inlet Canal Relocation 0 cy $2.00 <br />24 Raise Spillway Crest - Soil Cement 0 cy $40.00 <br />25 Relocate County Roads &Bridge 1 Is 60.00 <br />26 15% Miscellaneous Unscheduled Work Items 1 Is $179,400 <br />Amount <br />$20,000 <br />$20,000 <br />$24,000 <br />$0 <br />$622,200 <br />$94,700 <br />$90,000 <br />$109,700 <br />$0 <br />$0 <br />$0 <br />$70,400 <br />$7,200 <br />$18,200 <br />$7,600 <br />$50,000 <br />$28,500 <br />$8,850 <br />$20,000 <br />$5,000 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$179,400 <br />DAM NO. 1A <br />unit <br />Quantity Price <br />0 Is 9,4!00 <br />1 Is $5,000!00 <br />1,838 cy $2.00 <br />0 cy $5.00 <br />23,500 fsf $6;00 <br />966 cy $20!00 <br />700 tt $30!00 <br />5,959 cy $3:00 <br />0 sy $1.50 <br />0 cy $2.00 <br />0 cy $0!00 <br />375 cy $39700 <br />120 tt $12.017 <br />5,440 sy $0.75 <br />0 if $40!00 <br />0 cy $4017!00 <br />0 If $150!00 <br />0 cy $400!00 <br />0 Is $20,000.00 <br />O is $5,000!00 <br />0 Is $5,000.00 <br />0 cy $4.00 <br />0 cy $2.00 <br />0 cy $40.00 <br />0 Is $0!00 <br />1 Is $34,200 <br />Amount <br />$!l <br />$5,050 <br />$3,700 <br />$0 <br />$141,000 <br />$19,300 <br />$21,000 <br />$17,900 <br />$0 <br />$0 <br />$14,600 <br />$1,400 <br />$4,100 <br />95 <br />$o <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$o <br />$0 <br />$34,200 <br />DAM NO. 2 <br />Unit <br />Quantity Price <br />1 Is $80,000.00 <br />1 Is $20,000.00 <br />6,479 cy $2.00 <br />0 cy $5.00 <br />51,478 fsf $6.00 <br />10,731 cy $20.00 <br />2,300 tt $30.00 <br />95,351 cy $3.00 <br />14,473 sy $1.50 <br />7,562 cy $2.00 <br />0 cy $0.00 <br />23,405 cy $39.00 <br />1,260 If $12.00 <br />26,010 sy $0.75 <br />0 If $40.00 <br />0 cy $400.00 <br />0 If $150.00 <br />0 cy $400.00 <br />0 Is $20,000.00 <br />O is $5,000.00 <br />0 Is $5,000.00 <br />0 cy $4.00 <br />0 cy $2.00 <br />0 cy $40.00 <br />0 Is $0.00 <br />1 Is $296,400 <br />Amount <br />$80,000 <br />$20,000 <br />$13,000 <br />$0 <br />$308,90 0 <br />$214,600 <br />$69,000 <br />$286,100 <br />$21,700 <br />$15,100 <br />$0 <br />$912,800 <br />$15,100 <br />$19,500 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$o <br />$296,400 <br />DAM N0.3 <br />Unit <br />Quantity Price <br />1 Is $80,000.00 <br />1 Is $10,000.50 <br />6,360 cy $2.00 <br />0 cy $5.00 <br />51,525 fsf $6.00 <br />8,535 cy $20.00 <br />1,570 If $30.00 <br />68,268 cy $3.00 <br />7,562 sy $9.50 <br />28,124 cy $2.00 <br />0 cy $0.00 <br />13,322 cy $39.00 <br />810 If $12.00 <br />15,590 sy $0.75 <br />0 If $40.00 <br />0 cy $400.00 <br />0 If $150.00 <br />0 cy $400.00 <br />0 Is $20.000.00 <br />O is $5,000.00 <br />0 Is $5,000.00 <br />0 cy $4.00 <br />0 cy $2.00 <br />0 cy $40.00 <br />0 Is $0.00 <br />1 Is $216,500 <br />Amount <br />$80,000 <br />$10,000 <br />$12,700 <br />$0 <br />$309,200 <br />$170,700 <br />$47,100 <br />$204,800 <br />$11,300 <br />$56,200 <br />$0 <br />$519,600 <br />$5,700 <br />$11,700 <br />$0 <br />$0 <br />$0 <br />$0 <br />9A <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$216,500 <br />DAM NO. 4 DIKE <br />Unit <br />Quantity Price <br />1 Is $30,000.00 <br />O is $10,000.00 <br />4,273 cy $2.00 <br />0 cy $5.00 <br />61,262 fsf $6.00 <br />0 cy $20.00 <br />1,800 If $30.00 <br />10,541 cy $3.00 <br />0 sy $1.50 <br />0 cy $2.00 <br />0 cy $0.00 <br />1,506 cy $39.00 <br />380 If $12.00 <br />14,240 sy $0.75 <br />0 If $40.00 <br />0 cy $400.00 <br />0 If $150.00 <br />0 cy $400.00 <br />0 Is $20,000.00 <br />O Is $5,000.00 <br />0 Is $5,000.00 <br />0 cy $4.00 <br />0 cy $2.00 <br />0 cy $40.00 <br />0 Is $0.00 <br />1 Is $84,900 <br />Amount <br />$30,000 <br />SO <br />$8,500 <br />s0 <br />$367,600 <br />SO <br />$54,000 <br />$31,600 <br />so <br />s0 <br />SO <br />$58,700 <br />$4,600 <br />$10,700 <br />30 <br />SO <br />s0 <br />s0 <br />SO <br />30 <br />s0 <br />s0 <br />30 <br />s0 <br />s0 <br />$84,900 <br />DAM NO. 4 <br />Quantity <br />0 Is <br />O Is <br />0 cy <br />0 cy <br />0 fall <br />D cy <br />0 If <br />0 cy <br />0 sy <br />0 cy <br />0 cy <br />0 cy <br />230 If <br />0 sy <br />0 tt <br />0 cy <br />0 It <br />0 cy <br />0 Is <br />O Is <br />0 Is <br />0 cy <br />0 cy <br />0 cy <br />0 Is <br />0 Is <br />&OUTLET WORKS <br />Unit <br />Price Amount <br />$20,000.00 $0 <br />$10,000.00 $0 <br />$2.00 so <br />$5.00 $0 <br />$6.00 $0 <br />$20.00 9A <br />$30.00 $0 <br />$3.00 $0 <br />$1.50 $0 <br />$2.00 $0 <br />$0.00 $0 <br />$39.00 $0 <br />$12.00 $2,800 <br />9 .75 $0 <br />$40.00 $0 <br />$400.00 $0 <br />$150.00 $0 <br />$400.00 $0 <br />$$5,000.00 $0 <br />$5,000.00 910 <br />$5,000.00 $0 <br />$4.00 $0 <br />$2.00 $0 <br />$40.00 $0 <br />$0.00 $0 <br />3400 $0 <br />_ DAM NO. 5& SPILLWAY <br />Quantity Price <br />0 Is $30,000.00 <br />O is $10,000.00 <br />0 cy $2.00 <br />0 cy $5.00 <br />0 fsf $6.00 <br />0 cy $20.00 <br />O If $30.00 <br />0 cy $3.00 <br />0 sy $1.50 <br />0 cy $2.00 <br />0 cy $0.00 <br />0 cy $39.00 <br />0 If $12.00 <br />O sy $0.75 <br />0 tt $40'00 <br />0 cy $450.00 <br />0 If $150.00 <br />0 cy $400.00 <br />0 Is $$5,000.00 <br />O Is $5,000.00 <br />0 Is $5,000.00 <br />0 cy $4.00 <br />0 cy $2.00 <br />0 cy $40.00 <br />0 Is $0.00 <br />0 Is $0 <br />Amount <br />$o <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />s0 <br />$0 <br />s0 <br />$0 <br />$0 <br />$0 <br />SO <br />$0 <br />$0 <br />$0 <br />$0 <br />SO <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$o <br />$0 <br />INLET CANAL &ROADS <br />Unit <br />Quantity Price <br />0 Is� $50,000.00 <br />O Is $20,000.00 <br />0 cy $2.00 <br />0 cy $5.00 <br />0 fsf $6.00 <br />0 cy $?0.00 <br />0 If $30.00 <br />0 cy $3'00 <br />0 sy $1.50 <br />0 cy $2.00 <br />0 cy $0.00 <br />0 cy $39.00 <br />0 It $12.00 <br />0 sy $0.75 <br />0 H $10.00 <br />0 cy $400.00 <br />0 B $150.00 <br />0 cy $400'00 <br />0 Is $20,000.00 <br />O Is $5,050.00 <br />0 Is $5,000.00 <br />0 cy $4.00 <br />0 cy $2.00 <br />0 cy $40.00 <br />0 Is $0.00 <br />0 Is $0 <br />Amount <br />$0 <br />9A <br />90 <br />$0 <br />$0 <br />$0 <br />s0 <br />970 <br />9A <br />$0 <br />$0 <br />$0 <br />9A <br />90 <br />$0 <br />$0 <br />$10 <br />910 <br />$0 <br />$0 <br />s0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />TOTAL <br />COST <br />$$55.000 <br />$55,000 <br />$61,900 <br />$0 <br />$1,748,900 <br />$499,300 <br />$281,100 <br />$650'100 <br />$33,000 <br />$71,300 <br />$0 <br />$1.$40,100 <br />$40,600 <br />$$7.600 <br />$7,600 <br />$50,000 <br />$28'500 <br />$8'800 <br />$$5.000 <br />$5.000 <br />$0 <br />$0 <br />$0 <br />$o <br />$o <br />$811,400 <br />Subtotal Dam Embankment (Items 1 -14) <br />Subtotal Inlet and Outlet (Items 15 - 23) <br />Subtotal Emergency Spillway (Item 24) <br />Miscellaneous (Items 25.26) <br />' Base Construction Costs- Subtotal <br />Construction Contingency: <br />' Base Construction Costs. -Total <br />Engineering and Inspection: <br />' Total Project Costs <br />15.00% <br />12.00% <br />$1,076,400 <br />$119,900 <br />$0 <br />$179,400 <br />$1,375,700 <br />$206,400 <br />$1,582,100 <br />$189,900 <br />$1,772,000 <br />$228,000 <br />$0 <br />9:0 <br />$34,200 <br />$262,200 <br />$39,30<J <br />$301,500 <br />$36,200 <br />$337,700 <br />$1,975,800 <br />$0 <br />9>D <br />_ $296,400 <br />$2,272,200 <br />- $340,950 <br />$2,613,000 <br />$313,600 <br />$2,926,600 <br />$1,443,000 <br />$0 <br />00 <br />$216,500 <br />$1,659,500 <br />�� <br />- <br />$1,908,400 <br />$229,000 <br />$2, 137, 400 <br />$565,700 <br />SO <br />00 <br />$84,900 <br />$650,600 <br />$97,600 <br />$748,200 <br />$89,800 <br />$838,000 <br />$2,80 <br />$ $0 <br />$0 <br />00 <br />$2,800 <br />$400 <br />$3'200 <br />$400 <br />$3,600 <br />_ <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />$0 <br />so <br />SO <br />$0 <br />$0 <br />$0 <br />s0 <br />$0 <br />$o <br />SO <br />$0 <br />$0 <br />,700 <br />$ $11 9900 <br />$11 <br />$0 <br />$811,400 <br />$6,223,000 <br />$933.400 <br />$7156400 <br />15• <br />$8.015,300 <br />