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i <br />~ 1 MONTHLY PROGRES~STTMATE N0. 3 FGR PLFASAA?'P0 ,EP!AGE TREATMEUT PLANT <br />r ~•• For the Period Ending August 31, 1949 Percent of Tame Elapsed 37 <br />Contractor: Peter Sorensen, Redwood City, Calif. Percent Completed 37 <br />Item of Work Units Unit <br />Price Total <br />Price Units <br />Com lets Payment <br />Estimate <br />Prepare Site 1 459.91 459.91 1 4 9.91 <br />3.gester 3592.72 ___ <br />Excavation (cu. yds.) 1500 2.67 _ <br />4005.00 15~ 4005.00 <br />Grading 1 26'7.00 26','.00 _ <br />1 2 7•~ ' <br />Reinforcing Steel (tons) 7 1,00.00 2800.00 _ _ <br />6.25 25~•~ <br />Forms (sq. ft.) 9500 0.70 665G.00 8500 5950• <br />;;oncrete (cu. yds.) 290 40.00 11600.00 2 0 _ 10600.00 <br />Strip and Finish 9500 0.23 2185.00 8000 18 0.00 <br />Prestressed Bands (tons) 11 534.00 58'74.00 6 204.00 <br />Gunite (cu. yds.) 32 66.75 2136.00 __ - <br />Backfill 1 510.72 510.72 __ __ <br />Piping l 1335.00 135.00 <br />Painting 1. 600.00 600.00 <br />Filter 2_4625.50 _ <br />Excavation (cu. yds.) 130 2.67 347.1.0 1 0 Z 10 <br />Grading 1 267.00 267.00 __ 1 .267.00. <br />Reinforcing Steel (tons) <br />Forms (sq. ft.) 5 <br />5^v46 400.00 <br />"1.00 2000.00 <br />5046.00 __ _.`~ <br />~~ ?~~•~ <br />taboo-~ <br />Goncrete (cu. yds.) i4`> 40.00 5t?C0.00 125 _5~00•~ <br />Strip and Finish 5046 0.23 1160.58 ?6~ 10 8.00 <br />Prestressed Bands (tons) 4 534.00 2536.00 _ ~ 21.00 <br />Mechanism Y 3695.32 3695.32 -- <br />Painting 1 300.00 ;01%.00 - _ <br />Pi <br />in 1 500.00 500.00 1 500.00 <br />p <br />g <br />;.unite (cu. yds.) 10 66.75 66'7.50 _ <br />ft <br />) <br />Underdrain (sq 2344 0.32 750.00 __ <br />, <br />. <br />Filter Rock tons 26 6.00 1 b.00 <br />Sludge Drying Beds 68~4a~__.. <br />Gradi 1 00 <br />150 150.00 <br />ng <br />Reinforcing Steel (tons} <br />Fo <br />s (s <br />ft <br />) <br />1-314 <br />2600 . <br />400.00 <br />0 <br />70 <br />700.00 <br />1820.00 __ <br />__- _._ <br />__ <br />q. <br />. <br />rm <br />ds <br />) <br />Concrete (cu <br />50 . <br />40.00 <br />2000,00 __ <br />. <br />. y <br />h <br />d Fi <br />i <br />St <br />i 2600 0 <br />23 598 - <br />p an <br />n <br />s <br />r <br />Gates and Valves 1 . <br />100 <br />00 • <br />100.00 <br />(lin <br />ft <br />) <br />Til <br />D <br />i 293 . <br />0 <br />50 50 <br />146 <br />. <br />. <br />ra <br />n <br />e <br />Sand d o s <br />80 . <br />~ 0 « -_ <br />Aeration Basin 12870 <br />ds <br />) <br />ti <br />( <br />E 600 2 <br />67 1602 <br />00 600 1 02.00 <br />on <br />cu. y <br />. <br />xcava <br />ft <br />) 400 . <br />00 <br />1 . <br />00 <br />400 ~ ~•~ <br />Forms (sq. <br />. <br />St <br />l <br />R <br />i <br />f <br />i 1 . <br />00 <br />250 . <br />00 <br />250 1 2 ~ •~ <br />orc <br />ng <br />ee <br />e <br />n <br />ds <br />) <br />G <br />it <br />( 20 . <br />66 <br />75 . <br />00 <br />'335 <br />. <br />cu. y <br />un <br />e <br />il <br />i <br />R 1 . <br />00 <br />200 . <br />00 <br />200 <br />pe <br />a <br />P <br />Mechanism 1 . <br />1 C`O.OC . <br />100.00 <br />Sludge Sump <br />ds <br />) <br />Excavation (cu <br />30 <br />2.67 x.4.31 <br />80.10 - <br />0 0 <br />. <br />. y <br />Forms (sq <br />ft.) 350 0.70 24.;.00 SQ- <br />. <br />l (tons} <br />St <br />f <br />i <br />R <br />i 1 <br />'4 00 <br />400 100 <br />00 ~$ <br />ee <br />orc <br />ng <br />e <br />n <br />ds <br />) <br />t <br />( <br />C 1 <br />7 . <br />1 <br />0 <br />00 . <br />280 <br />00 - <br />- <br />. <br />oncre <br />e <br />cu. y <br />h <br />i <br />St <br />i <br />d Fi <br />350 . <br />. <br />0 <br />23 . <br />80 <br />50 - <br />n <br />s <br />r <br />p an <br />Piping and Valves 1 . <br />250.00 . <br />250.00 <br />TOTAT. FOR THTS PAGL 8 <br />Page 1 of 3 Pages <br />