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<br /> FRANK T. DROUGHT
<br />Periodical Estimate No. 3 FINAL Consulting Engineer Supp lementc:zl
<br />Pro. ect: \'JA TEi'( ,\ SEVlEi'( E)<TEI~S IONS ?, liFT STATION, SAN IN\RCOS TE XAS (27-rW-20) Sheet No. of 3 Sheets
<br /> Bid Item 3 4 Comnlei ed Work Ou mtities 8 9 10 II
<br />J 2 Estimated 5 6 7 Unit Total Estimated %
<br /> Description Uni, Quantity This Through To Bid Cost Total com-
<br />No. Estimate Last Est Date Price To Date Cost lete
<br />I 10" V.C. Pi pe 0'-6' L.F, 1,590 1;024 340 1,364 1.50 2,046,00 2,385.00 100
<br />2 10" V,C. Pipe 6'-8' L.F, 650 978 166 1,144 1,70 1,944.80 1,105.00 100
<br />3 1.0" V.C. Pi pe 8'-10' L.F. 370 125 228 353 2.00 706,00 740.00 100
<br />4. 10'.' V.C. Pipe 10'-12' L.F. 70 NONE 57 57 3.00 171,00 210.00 100
<br />5 10'.' C.I, Pipe 8'-10' L,F, 190 NONE 303 303 4.20 1,272.60 798,00 100
<br />6 10" C.I. Pipe 10'-12' L.F, 50 NONE 6 6 4.50 27,00 225;00 100
<br />7 6" C.\ . Force Main L.F. 520 501 I~ONE 501 2.15 1,077.15 1,118.00 100
<br />8 10" C,I. Pipe Bored or
<br /> Jacked L,F, 480 HONE 446 446 13.00 5,798.00 6,240.00 100
<br />9 C.I. Pipe F i tt I ngs TON 0.20 I~ONE NONE NOelE 400.00 NONE 80.00 100
<br />10 Shallow MH 0'-4' Deep EI\. 2 NOliE Nm1E NONE 90.00 NONE 180 ;00 100
<br />II Standard MI-I 4'-6' Deep EA. 9 6 5 " 100.00 1,100.00 900,00 100
<br />12 Extra Ocpth to 111-1 L.F, 13 5.99 7,13 13.12 15,00 196,80 i95.00 100
<br />13 Connection of Force t,1cii n
<br /> To Surge Tank EA. I, I i'IONE I 85.00 85,00 85.00 100
<br />14 Li ft statr on EA. I 1 NONE 1 , /39,00 8,139,00 8, 139,00 100
<br />15 8" C, t, Water ;.1a in L.F. 1,350 1,342 ~mNE 1,342 2,92 3,918.64 3,942.00 100
<br />16 6'~ c. I. I'later Ha in L.F, 1,265 1,094 NONE 1,094 2.15 2,352.10 2,719,75 100
<br />17 C.I. Fittings for 6" and
<br /> 8" C,I. Water ;c1a in TOI'! 0,40 0.472 ~'OI'IE 0,472 400.00 188,00 160,00 100
<br />18 6" C,I..Water Hair, in cas
<br /> ing Bored or J ecl,ed !
<br /> under H.ii... L.F. 95 40 NONE 40 14.00 560.00 1,330.00 100
<br />19 Cutting and Patching
<br /> Asphalt Pavement 5.Y... 14 98. II :'i01IE 98, II 5.00 490.55 70.00 100
<br />20 8" Gatc Valve EA. I I NONB I 80.00 80.00 80.00 100
<br />21 6" Gate Valve EA. I I Ne:~E I 64.00 64,00 64,00 100
<br /> , I
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<br />SUI} TOT/\L 30,217.44 30,765.75
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