Document 2qd7981LMEe0a0ZEbDgbR64MN

rpkt* e-7-m Priced By----------------------------------------Approved By DateJuly .3Q.- 1963 Joh_ McGraw Construction Company, Inc. DETAIL ESTIMATE Sheet No.. 1 0 Bay Ext, to In-Proces-sing Warehouse rnnt no.. DESCRIPTION MATERIAL [ SUB 1 j CONTRACTORS Earthwork Cone, and resteel Struct, steel - erection Struct, steel - material Miscellaneous steel Corrugated siding Metal building panels Trans 1. plastic panels Rolling steel doors Hollow metal doors Roofing and sheet metal Insulation Painting Storm sewers Air piping Plumbing and water supply Downspouts Insulation - piping Electrical work Heating Railroads Direct Cost None -Engmsexarig Supervision Small tools Ins. and taxes Sales tax ----- 5%6% 3% 10.5,% 3% -(all) (all) (L and M) (L) M Fee 5% 320 yoo.OD TOTAL CONTRACT 2355. 17615. 10500. 40. 6280. 1995. 1055. 150. 200. 3505. 3490. 490. 400. 750. 300. 15105. 2115. i ! 1480. ; 27027. 4200. 91000. . 320. 8565. 14640. 2865. 240. 2600. 1340. 1955. 310. 340. 750. 300. 13983. 10280. ' 1775. 1 !i 1! 1| ! ;! ! 11410. 180. i UUU, >9.3 7? a,ri -- ---- / ?., (r> 2 > UUw 40$. t 3JAP Hr. 1 iJJDD. 13365. ssasse. I.X9.S8S -- 13365. PLAINTIFFS EXHIBIT MGC-23 McGCon 2065 FORM E-7-M Priced ByApproved ByDate- McGraw Construction Company, Inc. DETAIL ESTIMATE _Job_ 10 Bav Extension - Warehouse_____ DESCRIPTION Sheet No- .Cont. No- MATERIAL SUB CONTRACTORS Roofing and Sheet Metal Work 2 0 year roof 23861 s.f. Flashing Gravel stops Gutters Exp. joint / 5.6 Valley Sh< et Metal Insulation 1" Ultralite 26,000 s.f. /-10 .200 260. 2600. 2600. Corrugated Siding net Wainscote-18 ga. (3570s. f.) 3900 S. f. net /.25 Siding - 20 ga. (21, 500 s. f.) 23, 800 s. f .20/.20 Roofing - 18 ga. (net 4500s. f.) 5, 280 s.f. .15/.25 Flashing .223 l.f. .50/.50' Fasteners 30 M /45. Closure 225 l.f. .10/.20 Metal Building Panels Roof panels 23,900 s.f. (Load and unload) l.s. .075/.60 Plastic Corr. Siding Siding 5280 s.f. Fasteners end 2 M Fasteners side 2 M Vinyl lap seal 1.3 M .20/. 50 /45. /35. /50. 585. 4760. 795. 115. 25. 6280. .1795. 200 1995. 1055. 1055. 975. 4760. .1320. 110 1350. 50. 8565. 14340. 300. 14640. 2640. 90. 70. 65. 2865. 11410. McGCon 2066 -ORM 5-7-M Priced ByApproved By_ Date- McGraw Construction Company, Inc. DETAIL ESTIMATE Job- 10 Ray Fxtension___ =___ Warehouse__ DESCRIPTION LABOR Sheet No____ 3 .Cont. No_ MATERIAL BUB CONTRACTORS Hollow Metal Doors & Hardware Doors (31 x 7') 3 ea 50. /80. 150. Structural Steel Structural steel - erection 350 T 30. /12. Structural steel - material 350 T /260. 10500. - 10500. Miscellaneous Steel Miscellaneous steel 800 1b. . 05/.4I 40. Painting Structural steel Piping Doors 350 T 9.00/3.50 1100 l.f. .30/. 10 3 1. s. 3150. 330. 25. 3505. Earthwork Excavation - mach. - hand - Backfill Floor fill - 6" bank Site Excav. - mach. Site Backfill - mach. Disposal 1025 c.y. s.c/.50 200 c.y. 5. 00 900 c.y. 1.25/.7 460 c.y. .50/1.7 90Q c;y. /.50 920 c.y. /. 50 700 c.y. /. 50 1000. 112 fy. 230. - 2355* 240. ! i 4200. 91000. 95200. 320. 1225. 110. 5. 1340. 675. 805. _ _ - 1480. 515. 450. 460. 350. 1775. ft. V,;ic- . vfi::.::-r. * ' McG Con 2067 FORM' E-7-M Priced ByApproved ByDate- ACCT. NO. McGraw Construction Company, Inc. H DETAIL ESTIMATE Sheet No- tk 10 Bav Ext, to In-Processing Warehouse .Cont. No- DESCRIPTION LABOR MATERIAL SUB CONTRACTORS Concrete Fdtn Cone. 3000# 400 c.y. Forms -ffc^s. 3000 s.f. - piers 2000 s.f. - grade beams 6000 s.f. Rein, steel 40. 000 lb. Mesh 6x6 0/0 51. 300 s.f. " 6x6 6/6 2, 250 s.f. Chairs Allowance Anchor Bolts 110 ea Floor Concrete 3500# 746 c.y. Float finish 24,875 s.f. Ex. jt. 1/2 x 6 500 l.f. 1/2 x 10 Punched 1/2 x 10 1. 000 l.f. 525 l.f. Dowels and Caps 525 ea Saw Cut - Contr. jt. & filler 810 l.f. Curing 24. 875 s.f. Floor bulkheads 1. 150 l.f. 4. /13.5i .55/.20 .55/.20 . 55/.20 .05/. 07 . 045/. 01 54 .045/.04 2. 15. 4. /13.5I .05/ . 01 .10/.10 . 10/.20 . 15 /. 25 .20/.30 .20/.20 .01/. 01 .25/.15 1600. 1650. 1100. 3300. 2000. 2300. 100. - 220. 2985. 1245. 50. 100. 80. 110. 165. 250. 290. Trowel pier tops 33 ea 2./- 70. 17615. 5400. 600. 400. 1200. 2800. 4230. 90. 300. 550. 10070. 250. 50. 200. 135. 160. 165. 250. 175. ! 27027. - ii l McGCot^ 2068 FORM E-7-M Priced By_l_ Approved By. Date ACCT. NO. McGraw Construction Company. Inc. Z DETAIL ESTIMATE Sheet No_ -Tnh 10 Bay Extension - In Process Warehousernnt No. DESCRIPTION LABOR MATERIAL 5 BUS CONTRACTORS Relocate 30" sewer 230 Relocate 21" sewer 50 Relocate 12" sewer 60 Add 15" sewer 250 Add manhole 1 Relocate manhole 1 M.H. Frames and covers 1 Misc. sewer fittings 10 6. /.25 2. /. 25 3. /2.5o 1/25/3.00 200. /300, 200/25 50/150 5. 122.50 I Excavation Machine Hand Sand fill Backfill 300 c.y. 150 c.y. 50 c.y. 250 c.y. /. 60 500/ 1.12. , .50/.40 Concrete '4 ; Resteel Forms 3.0 c.y. 6./12.50 225 lbs. .10/. 10 48s.f. 1./.30 .1380. 100 180. 310. .200 .200 50. 50. 750. 50. 125. 20 25 50 3490 60. 15. 150. 750. 300. 25. 150. 225. .100 .100 40. 25. 15. 1955 180. 180. McGCon 2069 FORM E-7-M McGraw Construction Company, Inc. . Priced By------------------------------------ DETAIL ESTIMATEApproved By------------------------------------ DateJuly 30. 1963 ins 10 Bay Extension - In Process Warehouse rv.nt Sheet No_ no_ DESCRIPTION LABOR MATERIAL SUB Downspouts 5 Heating Heaters Vents Gas piping 2 " 4 4 500 Air Piping 2" pipe 3/4" pipe 260 100 Water Piping Drinking Fountain 2" pipe 1 220 Pipe Insulation 150. /150 150. /2325 210/120 1.35/1.00 750. 600. 840. 675. 2115. i ' 750. 1 j 9300. 480. 500. 10280. i1 1i 1.50/1.00 1.00/.50 390. 100. 490. 100/166 1.35/.80 100. 300. 3880. 300. 260. 50. 310. ! | i j 1 165. 175. 11531. . 300. iii N ' - 4* ,> A . McGCon FQRM K-7-M Priced By_ Approved By_ McGraw Construction Company. Inc. DETAIL ESTIMATE Sheet No- ^ Form E-7-M Priced By. Avpiovniii> McGraw Construction Company, Inc. DETAIL ESTIMATE Date...................................... Job..lO.Bay.Extfinsion..-.|n.Rrocess Warehouse, Sheet No.... 8 . Cont. No.. DESCRIPTION 11 MATERIAL |j [' SUB : CONTRACTORS Electrical Building Crane 12105. 00!j $2783.00j! i: II 3000.00! 1200. 00i; ------------------!!------------------- !| 15, 105. 00|i 13, 983. 00|! Expense: Reloc. overhead feeder incl. all hardware McGCon 2072