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Indian River County Department of Utilities
<br /> COST ESTIMATE
<br /> Project: 110th Place Gravity Sewer Main
<br /> Description: FURNSIH AND INSTALL GRAVITY SEWER COLLECTION SYSTEM - WITH DANELLA AS LABOR CONTRACTOR
<br /> Date: July 8, 2005
<br /> UCP #2015 WIT 472-169000-04523
<br /> Bed Bid Item Estimated Unit of
<br /> I[ero Unit Total Unit Total TOTAL
<br /> Description uantit Measure Price Price Price Price COST
<br /> WN> _ . ... .
<br /> 77
<br /> 100
<br /> �..
<br /> Demob. Mobilization 4% of Constr.
<br /> Demob. Demobilization 4,601 .26 4,601 .26
<br /> 1 % of C2 19150.3 1 , 150.32 1 , 150.32
<br /> MOT Maintenance and Protection of Traffic 1 % of Constr.
<br /> 1 , 150.32 ,. 11150.32
<br /> HT
<br /> E . . E 9E... i,'• i $' E } F '� y
<br /> .. ...... . r .:. . pxi . :r ` i , 'rts ate.=+e
<br /> Make Connection to Existing Main
<br /> 1
<br /> EA. 49.00 49.00 . 900 00 900.00 949.00
<br /> 33a Sanita Sewer Manhole / 4-ft Dia. 0' - < 8' Cut I EA. 1 ,090.00 1 ,090.00 1 ,480.00 1 ,480.00
<br /> 2,570.00
<br /> 33b Sanita Sewer Manhole / 4-ft Dia. 8' - < l2' Cu[ 2 EA. 1 ,650.00 3,300.00 1 ,485.00 2,970.00
<br /> 61270.00
<br /> 36A Gravi Sewer / 8-inch PVC 0' - < 8' Cut 100 LF 4.27 427.00 31 .00 3, 100.00 3 ,527.00
<br /> 36B Gravi Sewer / 8-inch PVC 8' - < ( 2' Cut 610 LF 4.27 2,604.70 65.00 39,650.00 > ' 42,254.70
<br /> 42A Sewer Service Lateral - Sin le 0-T 60 LF
<br /> 42B Sewer Service Lateral - Double 0-T 4.78 286.80 4.00 240.00 526 .80
<br /> 42C 90 LF 4.78 430.20 6.00 540.00 970.20
<br /> Sewer Service Lateral - Sin le - T 300 LF 4.78 1 ,434.00 5.00 1 ,500.00 2,934.00
<br /> 42D Sewer Service Lateral - Double - T 40 LF 4.78 191 .20 7.00 280.00 - 471 .20
<br /> 44 Core Drill & Install Expansion Boots in Manholes Cone., Walls etc. 1 EA 45.00 45.00 550.00 550.00 595.0
<br />0
<br /> 45 TV Ins ection of Sani Sewer and Manholes 710 LF
<br /> 52 Select Fill Foundation Beddin 2 .00 1 ,420.00 1 ,420.00 '
<br /> 23 130 CY 22.00 21860.00 30.00 3 ,900.00 6,760.00
<br /> Test Holes Pot Disposal
<br /> 4 EA. 0.00 0.00 200.00 800.00 -
<br /> S4 Removal & Dis osal of Muck / Ca Rock 50 CY
<br /> 56A Saw Cut, Remove and Dispose of Asphalt 11 .00 550.00 550.00
<br /> 57A65 Ton
<br /> ReBectorized Pavement Markings-White Paint 25.00 1 ,625.00 1 ,625.00
<br /> 57B -
<br /> 1 ,420 L.F. 0.30 426.00 0.50 710.00 1 , 136.00
<br /> Rellectorized Pavement Markings-Yellow Pain[
<br /> 60 710 L.F. 0.30 213 .00 0.65 461 .50 674.50
<br /> Limerock Base Re lacement over full trench width assumed 10' in width 635 Sy
<br /> 56C 10.53 6,686.55 19.00 12,065.00 18,751 .55
<br /> Install Asphaltic Cement - Type 3 A.C. 200 Tons or Under Overlay 125 Ton 43 .00 5,375.00 160.00 20,000.00
<br /> 25,375.00
<br /> 74 Com action Tests 10 EA
<br /> 75A Well Point Dewatering 0- 15' minimum 30x30 work area 30.00 300.00 300.00
<br /> Well Point Dewa[e
<br /> 75B rin Addlhonal Powis 1 EA. 1 ,300.00 1 ,300.00 1 ,300.00
<br /> •LAND = a1PE RE RATION ' . � . ' ; , . . . ;r , 25 00 11 250.00 I1
<br /> 25000
<br /> 0 EA
<br /> • s • • .
<br /> . r. `.:� � � � • • ". �
<br /> ♦ r..r F I,�R� E.: E e -M ' a
<br /> � • : . i. � E
<br /> 53 Ri &ht of Wa Gradin • , �- �
<br /> 73A 1 ,200 SY 1 .00 1 ,200.00 •1 ,200.00
<br /> Lawn Restoration To soil & Sod estimated 10' wide replacement) 1 ,200 S.Y. 1 . 17 1 ,404.00 2.70
<br /> 76 Record Drawin gs 1 LS 3,240.00 • 41644.00
<br /> 0.00 5,000.00 51000.00 5,000.00
<br /> Total Matererials 26 822.45 115,93 03 L50 E
<br /> Total Labor 121 3.39
<br /> TOTAL CONST. COST 148,7-
<br /> Attachment
<br /> 487Attachment 1
<br /> [File]
<br /> Page 1
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