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. FRANK T. DROUGHT CONSULTING ENGINEER Periodical Estimate No. 4 \", Pro"ect. Two Fire Stations San Marcos Texas StreeT No 2 of3 Comb i ned Final Iten Total Estimated r.ost <(. r.nm lete Total r.o"'t to Date Cost Total No. De"'cr i nt ion 'ob A 'nb B Job A Job B Inb A : Job B Tn nate r.nst I Locat i nn of bu i I d i nn 1; I" 00 t 1'i,00 100 100 $ IS.OO $ 15.00 $ 30,00 30 00 2 -.oxcavat ion 70 00 70 00 100 100 70 nn 71'1 1'11'1 'An 1'11'1 140 00 3 Fill (caliche)' 300 00 300 00 Inn Inn 300 00 300 00 600 00 600 00 4 Pneumat i c ro II er 120 00 120 00 100 100 12000 12000 240 00 240 00 5 Trench d i ,,,, i nn 210 00 210 00 100 100 210.00 210 00 420 00 420 00 6 Pier dln"inn 2"0 00 100 ~~ 250 00 ~~ 2'30 00 2"0 00 7 Steel nlacinn 300 00 300 00 70 100 210.00 300 00 51000 600 00 8 I <:nacer b lo"ks 20 00 100 ~~ 20 00 ~~ 2000 ?O 00 9 Concrete fnr niers 300 00 , 100 - 300 00 ' ~- 300 00 300 00 10 171 vd'" concrete I 710 00 I 710 00 50 100 855.00 171000 2'i65 00 3 420 00 II Preca"'t retainer 86 64 100 -~ 86 64 - 86 64 'R6 64 12 Cnncrete flnlshinn 340 00 340 00 40 100 136 00 340 00 476 00 680 00 13 ~orm sett i nn 300 00 128 00 80 100 240.00 128 00 368 00 428 00 14 Walks and drivewavs 600 00 600 00 0 100 0 600 00 600 00 1 200 00 l'i Steel unloadinn 10 00 1000 100 100 10.00 o 00 ?O 00 2000 16 I"nrm bu i I-rn nn 120 00 12000 100 100 12000 12000 240 00 240' 00 17 S..tt i nn of ti Ie 660 00 660 00 100 100 660 00 660 00 1320 00 I 320 00 18 Tile 660 00 660 00 100 100 660 00 660 00 132n,00 I 320 00 19 Sanrl and mortar 1"000 1"000 100 100 1"0 00 15000 ,00 00 300 00 20 Overhead doors "2" 00 "2" 00 90 100 472 "0 2 00 QQ7,'i0 I o"n 00 21 Settinn of windows A. doo 140 00 140 00 100 100 14000 nn ?Rn nn 280 00 22 Plumbinn 2 100 00 2 100 00 60 100 1260 00 2 .00 "";0 no 4 200 00 23 Kitchen cabinets 400 00 400 00 100 100 400 no 4C ,on RnO.no 800 00 24 E I ectr i"a I work I 230 00 I 230 00 7" 100 'Q?? "n I?' nn ?'''? "1'1 2 460 00 2'3 Roof i nn 41" 00 41" 00 100 100 415.00 415.00 830.00 830 00 26 Caulkinn I" 00 I" 00 100 100 15.00 15.00 30.00 30 :00 27 Drv;nn rack labor 160 00 160 00 100 100 160.00 160.00 320.00 ~20 00 28 Hardware allowance 2"0 00 z.;0 00 50 100 125.00 250.00 375.00 "0000 29 Paintino I ,'i00 00 I .'i00 00 50 100 750.00 1500 00 22S0 00 3 000 00 30 Carnenter labor' 3 300 00 3'100 00 50 100 1000.00 3300.00 49S0 00 6 600 no 31 TI Ie floor "29 00 0;29 00 70 100 370.30 529.00 899.30 I 0"8 no 32 Steel Trusses I 01900 I 019 00 100 100 1019 00 1019 00 2038.00 2 038 00 33 Steel 1"26 00 1":26 00 100 100 IS26.00 1526.00 3052.00 3 0/;2 00 34 Steel door'frames (16) 80 00 80 00 100 100 80 00 80 00 16000 160 00 35 Wood door frames (34) 'il 00 '" 00 100 100 51 00 51 00 102 00 102 00 36 Plaster 498 00 498 00 50 50 249 00 249 00 498 00 996 00 37 Stucco 1'30 00 1'i0 00 100 100 150 00 150 00 300.00 300 00 38 Vent i I ators 100 00 100 00 200 00 - - -