A QUANTITY AND COST ESTIMATE OF THE VETERANS BARRACKS APAfiTMENTS OF THE MKHEGAN STATE COLLEGE Thais In! the Dog-u of I. S. MICHiGAN STATE COLLEGE A. J. Kovalcik 1948 l. ‘ MATERML 334. BACK OF 900% SUPPLEMENTARY A Quantity and Cost Estimate of the Veterans Barracks Apartments of the H ‘ 5—4 ichigan State College A Thesis Submitted to The Faculty of CHI’}x4 STATE COLLEGE of AGRICULTURE .3 .D AJPLIED SCIVWC a- [1! by A. J. Kovalclk W Candidate for the Degree of Bachelor of Sc 1e nce June 1948 é/M/CH ['1 DEDICATED T O by Wife 23 i. w 4% O (‘3 in IKTRODUCTION The plans and specifications of the Married Veteran Students' Housing, Michigan State College, East Lansing, Michigan, were acquired from O. J. Munson, Architect, p 4| n; , ll- '40 t) L ichi. D .ns ( pan. Using these plans and specifications of the construction as shown in the drawing, the following quantity and cost estimate was made. The electrical and plumbing work was subcontracted and no plans were available; herefore, the quantity was approximated by direct take off and information was ob- tained from the maintenance men of the buildings. Most references made to Construction Estimates and Costs by H. E. Pulver, 3.8., C.E., University of lisconsin, McGraw-Lill Book Co., Inc., 1947, will be indicated as "text". Other re erences were extracted from "Estimating Costs" by Lingman. References that could not be obtained from either text-book were secured through contact with business firms in Lansing, as indicated. During the construction of the eleven buildings, materials were not available; therefore, high prices were paid by the contractor, The Christman Construction Company, Lansing, Michigan. I further wish to indicate that certain approximations had to be made due to insufficient information on the Speci- fications and Drawings with regard to the materials. General Summarv General Expense Excavation-~General Excavation-~Special Drains Foundations Concrete) Walls (Concrete) Floors and Stairs (Concrete) Cement Finish and Terrazzo Baterproofing (Concrete) Steel Reinforcing (Concrete) Steel Reinforcing (Corrugated) Structural Steel Erickwork Erickwork (Incinerator) Kasonry (Stone) Masonry Concrete brick and block) Rough Carpentry and Sheathing Exterior toodwork (Finish) Interior noodwork (Finish) Plumbing Heating Electrical Work Roofing and Flashing Lath Plaster Finished Hardware Painting and Decorating (Exterior) Painting and Decorating (Interior) Linoleum Asphalt tile Insulation Performance Bond 1% I - o 1 I malntenance bond 1p Profit 105 Total 5 8,625.20 560. 541.60 269.40 719.50 2,200. 880. 586.52 98.82 525. 262.50 12,552. 2,958.60 2,200. 181.59 404.58 5,851. 2,122.25 15,725. 12,187.42 6,586.50 4,499.90 1,675. 6,417.25 5,545. 5,500. 94.06 1,765.55 1,188. 1,440. 620. $ 98,547.84 985. 985. 100,515.84 10,051. L 110,544.84 Unit EXCAVATION Cost Labor Q 1‘58. t 0 Total Spec.--Excavate basement area, as in- dicated also crawl space under first floor corridor, and for exterior as shown by sections. Excavate for all pipe and drain trenches and all sec- ondary work as required. Earth from excavations shall be used for filling in around building; the contractor shall level this earth around the building, bankinc it up against to height of fin- ished :rade as shown on prints. All surplus material to be leveled off in immediate area. The excavations shall be larger on all sides than required for walk and footing so that they may be properly built and the basement walk properly waterproofed. Soil and top soil need not be considered. General Excavation Basement 42.5'0" X 59'8" X 8'0" = 15,500 cu. ft. Crawler Space 105'0" X 59'8" X 3'0" = 12,500 cu. ft. Total 26,000 cu. ft. : 965 cu. yd. *Text--Table 5-5, pg. 56 Shovel capacity 30 cu. yds./hour Transportation for 1/2 cu. yd. shovel 965 : 50 - 52.2 hrs. for power shovel 1 truck--2 minutes to load plus 8 minutes for one round trip. Sand hauled around temporary housing and dumped. Therefore, the total is 10 mirutes 760. H wText--"Estimating Costs" by Zingman Shovel and operator 15.00 per hr. 2 trucks and operator 38.00 per hr. foreman LL2.00 per hr. Total 915.00 per hr. ,15.00 x 52.2 , 475 Unit EXJAVATIOH (Cont'd) Cost Labor Mat. Total Transportation of shovel on job 60. Transportation of 5 trucks 25. Cost/cu. yd. 560/965 is .57 _§pecial Excavation Spec.--Bottom of footing excavations shall be leveled, all loose material and all water shall be removed before pouring concrete. All excavations shall be shored to protect workmen from slides. Footing_and trench excavations Crawler space 240'0" X 2'0" X 1'0" Pit for pipe trenches 5.5'0" X 2'0" X 5'5" 8 concrete pile footings 4'0" X 4'0" X 5'0" 480 cu. ft. 62 cu. ft. 584 cu. ft. Footing trenches for basement 127.5'0" X 4'0" X 5'0" 522.4'0" X 4'0" X 2'0" 1550 cu. ft. 1555 cu. ft. 17'0" X 2'0" X 4'0" 155 cu. ft. _§potingpfor Stairs 45'0" x 5'0" x 4'0" = 550 cu. ft. Footing around Crawler Space 275.5'0" X 5'0" X 4'0": 5520 cu. ft. Sewers and water mains 526'0" X 2'0" X 5'0" 3 1650 cu. ft. Total cu. ft. is 9626 or 558 cu. yds. *Text--Tab1e 5-8, pg. 60 .80 labor hours per cu. yd. $1.00 per hour--comnon labor rate Unit Summary_ ‘gost Labor Mat. Total Excavation Cost Small tools 4. Unit Special Excavation (Cont'd), Cost Labor Nat. Total Backfill with bulldozer filo/hr. Capacity 0.01 hr/cu. yd. Backfill cost 10 X 0.01 X 558 = 55.80 5 55.80 Cost of moving bulldozer 15.__ Total cost of hand excavation and backfill $541.80 DRAIKS (Tile) Spec.--Use 4" tile drain, tarpaper all joints and fill with Cinders. '5" Lxcavation: 4 x 26'4" x 2'0" x 1'0" = 210 cu. ft. 2 X 90'4" X 2'0" X 1'0" = 560 cu. ft. 4 X 59'0" X 2'0" X 1'0" = 515 cu. ft. Total 885 cu. ft. = 55 cu. *ds. *Text--Table 5-8, pg. 60 Unit Cost Labor Mat. Total .80 labor hrs/cu. yd. .80 x 55 x pl.00 = p26.40 1.00 26.40 Tarpaper under joint3":20. 20. Cinders-- _ 50 cu.yd. X 32.25/cu. yd. 2-25 67.50 = i67.50 . Backfill .80 X 50 X 21.00 1.00 24o 3 524.00 Total---;l57.00 4" tile 5 ;.15 per lin. ft. . .15 151.50 885' =- 3151.50 50.40 219. 7269.40 WI— FOUNDATIONS Column Footings 14 footings X 2'9" X 2'0" X 1'0" W811 FOOtinS§ 2 X 59'8" X 0'20" X 1'0" 4 X 26'4" X 0'20" X 1'0" 2 X 90'4" X 0'20" X 1'0" 2 X 17'9" X 0'20" X 1'0" 2 X 16'0" X 0'20" X 1'0" 1 x 11'6" x 0'20" x 1'0" Total Use 2" aggregate medium mix concrete *Text--pg. 151--formulas Use l:2.5:4 mix by weight Sacks of cement/cu. yd. of concrete Lbs. of water/cu. yd. of concrete 402 lb; : 8.55 47.6 ga1./cu. yd. Tons of sand/cu. yd. of concrete Tons of gravel/cu. yd. of concrete Materials *Text--Table 5-9, pg. 135 Cement 0.72 on the job ,O.72/bag Sand 2.00/ton Gravel 2.50/ton .520 sacks @ 0.72 p0.58 .602 tons @ 2.00 1.20 0962 tons @ 2030 2.50 .55 .88" Cu.ft. Sg.ft. 100 77 155 79 176 106 502 180 59 55 55 52 l9 16 842 448 42.5 X l 1/.8 [2.5F4 5.2 sack/cu. yd. 4000 X .8 171.8,? 2.5/4 402 lbs. of water 2x 2.5 l}z .8 122.5,; 4 602 tons/cu. yd. 2 X 4 1/ .8/ 2.5,! 4 .962 tons/cu. yd. FOUhDATIONS (Cont'd.) *Text~-Table 5-12, pg. 159 Approximate cost per cu. yd. Storage and weighing £0.17 Mixing 0.50 Placing 0.80 Curing 0.15 TotalPlant Costs $1.62 Cost of Concrete 5.88 Total cost 55.50 per cu. yd. Concrete delivered by Boichot,Lansing, Michigan, is “.9 050/011. yd. Will use 27.00/cu. yd. delivered on job. *Text--Tab1e 5-11, pg. 157 Labor required for concrete Placing in footings 1.5 hrs/cu. yd. Curing in ordinary weather .7 hrs/cu. yd. Total 2.2 hrs/cu. yd. Hourly wage with foreman 5 laborers @:p1.00/hr. 5 cement finishers e p2.00/hr. 1 foreman é g2.50/hr. Average 21.65/hr. x 2.2 = 43-65/cu- ydo Materials (Forms) *Text--Table 5-2. 98. 119 Footings--lumber ft. b.m./100 sq. ft. of form surface 250 sq. ft. Forms 468 sq. ft. Nails, wires and bolts 10 lbs. Lumber/1000 ft. b.m. : gloo 468 X 250 = 1170 ft. b.m. 8100 X 1170 = $117 Nails & bolts : 10 Total cost $127/square %Text--Tab1e 5-5, pg. 121 Labor hours/100 sq. ft. of form surface Footines Hrs. assemble 5 erect 5 strip & clean 5 Total 11 FOUNDATIONS (Cont'd) Labor wage plus foreman wage (average) is 92.00/hr. Labor hrs./100 sq.ft. is 11 hrs. _;2.00 x Summarv ___& 11 is $22 per square (Materials 842/27 is 51.2 Concrete<><>< m Studs lst and nd Floor 52 X 8'5"---5 5/8 X 2" 16 X 8'5"---5 5/8 X 2" 17 X 8'5"---5 5/8 X 2" 18 X 4' ----- 5 5/8 X 2" 142 X 8'5"--5 5/8 X 2" 28 X 8'5"---5 5/8 X 2" tooomroulm >4>1><><><>< l7 lbs/ft. l7 lbs/ft. 85 lbs/plate 7.2 lbs/ft. lbs/ft. lbs/ft. lbs/ft. lbs/ft. lbs/ft. lbs/ft. (110103010103 These studs are 2' center to center on the sides, corridors and between apartment walls lst and 2nd Floor Partitions 4e 8'5"-——2 5/16" X 1 7/8" 18 4'6"---2 5/16" X 1 7/8" 100' 2" X 5%" angles 1560' 4" X 1 5/8" channels Roof Trusses 7800' 6" X 4" 1980' 6" X 4" Tie rods were omitted 142 59' joists 8" X 6%" 26 6' studs 4" X 4" Total height 2.2 lbs/ft. 2.2 lbs/ft. 4.5 lbs/ft. 5 4 lbs/ft. : lbs/ft. 8.5 lbs/ft. 6.5 lbs/ft. 7.5 lbs/ft. or 75 tons We i 7711 t 5650 1890 275 580 2900 2900 10500 2900 2900 10500 2140 815 840 846 7200 1420 900 179 450 8400 66600 16700 42500 11700 150,515 of steel (11 mnv m t“ .1' m“ ‘1' ,- XHUCLUKAL 81:1; (Cont'a) Eiscellaneous Materials 500-—--1/2" X 2 1/4" bolts 8 ;.07 each 1000 lbs. of rivets 8 g4.00 per 100 lbs. Paint-~50 gallon @ p2.00 per gallon *Text--pg. 268 Cost per 100 lbs. Ease plus extras 0 2.75 Fabrication 1.75 Freight .72 Total 5 5.22 Labor *Text--Tible 9-6, 9-7, pg. 274 Labor hrs/ton Total hrs. Handling and unloading steel 1.5 X 75 ton 115 Foundation work 6.5 X .9 ton 6 Beams and special channels 9 X 75 ton 675 Bolting ( 6 hrs/100 bolts) 50 Rivets (8 hrs/100 rivets) 80 Painting structural steel .7 X 75 ton 55 Total hours 959 Average labor cost per hour 18 :2.25 Plant Crane and operator 80 hrs. 8 Q7/hr. 5 560 Trucks for haulinj steel one mile 75 ton b 51.80/ton 1260 Hand tools for erection . 60 Rivetinq compressor 75 ton @ fl2/ton 150 Riveting, other tools, 75 ton 8 5.50/ton 57 Painters' equipment H 25 Scaffolding, 75 ton 8 q4/ton of steel 500 Summary Structural Steel (150,000 lbs. 6 Bolts (500) Rivets (1000 lbs 8 $4/owt. Paint (5 fallon) Labor (959 hrs. 8 Plant 55.22/077'1‘. o p2.25/hr. 8 2578 Total Unit Cost Labor. Mat. Total 5.22 7825. .07 55. 4.00 40. 2.00 100. 2.25 2160. 2592. 2160 10592 $12,552. BR I 013‘: 011K Spec.--The face brick shall be shale brick and approved by the architect and shall be figured at $50 per 1000, delivered at the site. Any difference in price of the brick finally selected will be adjusted at the completion of the contract. Face brick laid below the first floor line will be backed by concrete blocks. From thereon up the tall veneered construction, whence the bricks shall be fastened by wall ties nailed to Stran-Steel construction, to come in every third course of brick. All face brick shall be laid in full bed of mor- tar; each brick shall be buttered at end and face and shoved into place so that no eapty or void spaces are left in the wall. The mix shall be determined by the quality of the materials and the bricklayers' requirement for plasticity. It shall not exceed 5 parts of sand (dry volume basis) to one part of ac- tive ingredients. Volume measurements govern proportions. Materials shall be accurately measured and thoroughly mixed. All mortar joints shall be compacted and finished with a round finishing tool. At the pr0per time,all face brick work is to be properly cleaned and left free from all stains, marks or other blemishes. Pace Brick Sq. ft. 2 X 59'3" X 18'6-5/4" : 1470 4 X 26'4" X 20'0" = 2105 4 X 26'4" X 1/2" X 6'5" = 552 2 X 90'4" X 18'6-5/4" = 5540 7447 Area--deduct 522 6925 2% breakage 157 6788 Sq. ft. of brick fiaterials *Text--Table 6-2, pg. 169 Wall area per sq. ft. 18 sq. inches give 6.15 brick with 1/2" mortar BRICKXORK (Cont'd) *Text--Table 6-4, pg. 172 Materials required for 1 cu. yd. of mortar for brick. Cement 4.50 sacks 8 3.72 35.24 Lime 270 lbs. @ .01 2.70 Sand 6 cu. yds. 8 2.50 15.80 Total 19.74 *Text--Tab1e 6-5, pg. 171 Required--.56 cu. yd. mortar per 1000 standard brick with 1/2" joint; therefore, mortar per 1000 bricks is $19.74 X .56 = 511.00 6.738 X ;11 = $74.50 6.15 bricks per 1% sq. ft. = 4.1 brick/sq. ft. 4.1 bricks/sq. ft. X 6788 sq. ft. = 27,800 bricks 27,800 bricks X 150 per 1000 bricks = $1580. hall ties-- 1 tie per 6 ft. Use 1200 ties 5 Q5.00 per 1000. 1200 ties X 95.00 per 1000 ties = 55.60 Labor *Text--Table 6-5, pg. 171 Hours per 1000 brick, joints, struck - 15 A gang consists of 5 bricklayers and 5 helpers; one bricklayer to act as strawboss. Average wage will be ;5.50 per hr. 15 hrs. X _95.50 = 552.50/1000 brick 27.8 X 552.50 51460 Cleaning walls---§1.00 per 100 sq. ft. Unit Sumnary Cost Labor Nat. Total Material (brick,mortar,ties) 1458.MD Labor (27.8) 52JX) 1460. Plant (Hods, hoes, barrows) .60 16£H3 p.60/1000 X 27.8 Scaffolds (27.8) .50 25:8) 1460 1498.60 958.60 / MN *-- .— BRICXnOBK (Cont'd) Incinerator and Stack Spec.--Sidewall construction shall Consist of 4" super duty fire clay brick, 4" in- sulating fire brick and faced with 4" hard burned common brick. The fire brick shall be laid entirely of header courses, using a dip method of applyinz mortar. There shall be a 1" Space between fire brick and insulating brick. Top of incinerator shall consist of 4" super duty fire clay brick supported on "T" irons, 4" insulating fire brick and 4" of insulating concrete. The stacks for these incinerators shall be built independent of building itself so that it, in no way, will act as a portion of a wall or partition of the building which will receive plaster. Stacks shall have a 4" fire brick lining from t0p of incinerator to 2'0" above top h0pper charging door. Provide Spark arrestor on t0p. Note: This job was subcontracted, using fiodel H-2 manufactured by the Detroit Incinerator Corp., Detroit, Mich. Cost of job, including steel §2200 Total cost $2200. MASONRY _§tone 46 x 0'45" x 3'0" x 0'54" - 25.8 cu. ft. 16 x 0'43" X 2'6" X 0'5 2 '52-" = 606 CH. INC. 50.4 cu. ft. *Text-—pg. 182 Cost of special stone crated : $4.50 per cu. ft. Anchor or dowels per cu. ft. of stone = p.15 *Text--Tab1e 6-7, ps- 132 Square stone masonry .15 cu. yd. of mortar per cu. d. of stone. Used same mix and price of mortar used in brick construction. Laying stone--5 cu. ft. per hr. Stone mason and helper w5-50 per hr. Unit Summary Cost__Labor Mat. Total Material (Stone) 4.50 157. Mortar--l cu. yd. 18.84 18.84 Dowels .15 4.55 Labor 5.50 21.20 21.20 150.59 $131.59 Concrete Elocx 2 X 19'0" X 4'0" : 152 sq. ft. 1 X 6'0" X 4'0" = 24 sq. ft. 1 x 6'6" X 9'4" = 62 Sq. ft. 223 sq. ft. 228 sq. ft. X 144 sq; in : 256 blocks 123 sq. in./block MASONRY (Cont'd) Concrete Brick As a rule concrete brick can be assumed to cost the same as concrete blocks per square foot. %Text--"Estimating Cost" by Linqman, pg. 151 2 X 26'4" X 1'6" 2 X 90'4" X 1'6" 79 sq. ft. 270 sq. ft 0 549 sq. ft. 549 sq. ft. X 4.1 brick per sq. ft.= 1400 bricks Mortar space is disregarded. Labor (block) Mason 5.8 hrs/100 blocks Helper 5.8 hrs/100 blocks Mortar Mixer 0.2 hrs/100 blocks 7.8 hrs/100 blocks Labor (crick)---previous figures 552.50 per 1000 bricks X 1.4 = 575.50 1400 brick @ 15 hr. per 1000 @ y5.50 per hr. Use mortar made of 1 part cement, 5 parts sand and 10b lime putty. The cost would be figured as follows: 2.28 barrels of cement a £2.80 : ;6.58 .22 barrels of lime a $4.00 = .88 .94 cu. yd. sand 8 $1.25 = 1.18 38.44/cu. yd. .2 cu. yds. of mortar per 100 blocks .5 cu. yds. of mortar per 1000 bricks MASONRY (Cont'd) Summary Concrete blocks (256) Concrete bricks (549 sq. ft.) Mortar (9.52 cu. yd.) Concrete block (7.8 hrs.) Concrete brick (21 hrs.) Unit Cost Labor Nat. TOta. .17 45.50 .52 181.48 8.44 78.60 5.50 27.50 75.50 4100.8 505 58 ROUGH CARPENTHY AND SHiATHING Spec.--A11 timber used for franing work throughout the building shall consist of SoutheniPine according to the Southern Pine Association and shall be #1 material. Provide and apply 7/8" T. & G. #2,Southern Pine boards laid tight and securely nailed to Stran-Steel joists to receive roofing. Provide 25/52" thick wood to all exterior walls. This sheathin: shall be waterproofed and rot-proofed. Sheathing shall be nailed directly to the Stran-Steel studs and other framing members. Mall Sheathing (outside 25/52") 2 X 59'8" X 18'8" = 1485 sq. ft. 4 X 26'4" X 18'8" = 1970 sq. ft. 2 X 90'4" X 18'8" = 3550 sq. ft. 4 X jig-(25'4") X 6'5" = 528 sq. ft. 7135 sq. ft. Roof Sheathing 2 X 59'8" X 14'0" = 1115 sq. ft. 2 X 12'0" X %(6'0") : 72 sq. ft. 2 X 15'6" X 15'6" = 566 sq. ft. 4 X 9'6" X 8'0" = 427 sq. ft. 2 X 9'4" X 19'0" = 4860 sq; ft. 6840 sq. ft. Total 15,975 sq. ft. Consider the following 1" because lumber is ,100 per 1000 ft.b.m. for l" or smaller. Katerials *Text--Table 8-9, pg. 557 Sheathing-~lSfi waste 15,973 X 1154 = 20,900 ft. b.m. Cost----;1OO per 1000 ft. b.m. Nails-~8d, 25 lbs. per 1000 ft. b.m. @ $.07 per 1b. ROUGH CARPENTRY'AND SHEATHIEG (Cont'd) *Text--Tables 8-11, 8-12, pg. 240 Labor Assumed 5 carpenters (one acting as straweboss)and two helpers, average hourly wage will be g5.50 per labor hour. Sheathing unmatched--Hours per 1000 ft. b.m. is 21 hrs. 21 hrs. X 20.9 = 428 Bork benches--;25. ‘ Scaffolding (steel used) 51.00 per 100 sq. ft. Unit Summary Cost Labor Mat. Tptal Material: Lumber (20.9 quares) 100. 2090. Nails (522 lbs.) .07 37. Labor (428 hrs.) ' 5.50 1490. Plant (work benches) 25. Scaffolding (209) 1.00 209. 1490 2561. EXTE 8. 10R ‘.. 0013?. 0 if: Spec.--Exterior woodwork shall include all cornice work, entrance frame , window frames, and all sundry work required. All work will be finished with fliite pine ready for paint and delivered on the job with prime coat of paint. Cornices shall be white pine, primed and painted. Provide and i stall insect screens for all outside windows in all parts of the building. Frames shall be made of white pins, 2" rails and stiles and 5" bottom rack 1-1/8" thick. Screen cloth shall be 16 inch mesh bronze cloth 0.0015 inch diameter wires. Item & Sescription Cost H . Cost Moldings, water table facia, 5 500 96 § 196 freize, etc., 400 ft. 2 ;75 2 outside door frames 60. 10 20. (ornamented) 15 12" X 18" windows and frames 75. 50 60. 48 5'2" X 52" windows and frames 720. 96 192. 12 5'5" X 52"windows and 120. 24 48. frames Lindow screens-- 48 0 94.00 192. 15 C ,4.75 71.25 2 L ,1.50 18. $1606.25 256 .516. Spec.--Interior finish lumber of every description used throughout the building shall be kiln dried, absolutely clear face, and of the various kinds called for. All finishing lumber shall be scraped, sanded, and free from marks, bruises, and other imperfections. Provide and install moulded white casings and trim for all doors and wood windows. Labor . Labor for carpenter and helper combined Labor Labor Item and Description Mat. H£§' Cost I 2—-A--zntrance Doors---2 1/4" a 50 6 21 2--M--Dasement Doors---1 5/4" 40 6 21 16-—P--Apartment Bedroom Doors--1 5/4" 550 48 168 l6--F--Apartment Entrance Doors-1 5/4" 400 48 168 16--H-~Doors to Bath----l 5/8" 520 48 168 4--L--Doors to Vestibule ------- 1 5/4" 44 12 42 4--S--Doors to Corridor -------- 1 5/4" 44 12 42 2--B--Door in Laundry and Drying Room--- 40 6 21 16--J--Closet Doors--l 5/8" 520 48 168 78 Door Frames 468 592 2070 16 Cabinets and Shelving 50 hrs/apt. Finish Carpenter at 52.50 per hr. 6400 800 2000 Interior Trim Base (800 ft 6 315.00 per 100) plus nails for lst and 2nd floors 120 40 100 Pattern Holds (800 ft. 8 55.50 per 100 ft.) 44 10 25 Picture Bold (800 ft. 5 5.50 per 100 ft.) 44 10 25 £8884 1684 ;5059 Total #15,725 P LUMP KC- Materials (Rough) *Text--Table 15-1 to 15-11, pgs. 575-581 Sewer Line 100' soil pipe 4" a ,2.00 per 5 feet 220' sanitary sewers 0.1. 4" pipe 6,1.50/5 ft. 150' sanitary sewers 0.1. 6' pipe 5,2.25/5 ft. 175' storm sewers 0.1. 4" pipe @ ,l.50/5 ft. 20 fittings for 4" pipe 8 ;.75 each 1 basement floor and drain trap 8 55.00 16 apartment 3.1. traps 0 52.50 each 15 elbows for 4" pipe 8 p2.00 each 5 elbows for 6" pipe 8 ;2.50 each T's for 4" pipe 9 ;5.00 each 44> Kl) Y's for 4" pip: Q p5.00 each Eater Line 1500' 5/4" 3.4. pipe 5 ;e.eo per 100 ft. 234' 5/4" pipe, galvanized steel @ p7.50 per 100 ft. 60 fittings @ ;.10 each 20 faucets, 5/4" a 5.100 each 10 control valves 0 51.50 each 20 check valves “ p1.0 each 10 reducer U ;.20 each 12 couplings a 5.58 each 12' 5" galvanized steel pipe @ ;50 per 100' 12' 4" galvanized steel pipe @‘846 p3r 100' 10' 5" galvanized steel pipe 2 545 per 100' “ g54 per 100' 500' 2%" galvanized steel pipe 8 4' 1%" galvanized steel pipe 8 500' 1" black steel pipe 5 p.17 per ft. 75 Elbows Q ;.13 each 50 Couplin:s Q 5.10 each Ir’ Total Labor (Rough) %TeKt--Table 15-11, pg. 577 4 Plumbers Q p2.00/hr. 4 Helpers 5 $1.00/hr. Average team hr. is p5.00/hr. 4'}: 40. 66. 67.50 52.50 15. 3. 40. 50. 12.50 12. 12. 51. 7.50 5.00 3 779.42 PLUMBIHG (Cont'd) Sewer Line 50' long, 7' deep, dug and badfilled by laborers-—45 hrs. 0 al.00 per hr. Installing sewer pipe—- 200 joints, .50 team hrs./joint e 55.00/hr. Water Line 40 joints, 1:" to 4" pipe, .50 team hrs/joint @ “in. .00/hi”. 500 joints, 5/4" pipe, .2 team hrs/joint @ ",5 0 00/111" 0 Line A ma ‘3 l" eam hrs/joint 60 joints, t p5.00/hr. Miscellaneous Laundry trubs, 5 hrs. @ 55.00/hr. Floor Drain, 5 hrs. a g5.00/hr. Lead, oaken, and tools Gas charge (£150 plus $10 for building permit) Total Materials (Finish) %Text--Table 15-12, pg. 585 16 kitchen sinks and dishwashing compartments 8 5120 each kitchen sink drains a 560 each water softeners @ 5500 each water tank (1000-gallon--hot water) Insulation for water tank Bath tubs @ @125 each Lavatories @ $55 each Hater Closets complete 8 #50 each Laundry Tubs @ $27 each 16 5 1 16 16 16 5 Total 45. 180. 27. 15. 9. 100. 160. :5 872. s 1920. 960. 900. 1500. 50. 2000. 560. 800. 155. PLUMRIHG (Cont'd) Labor (Finish) *Text--Table 15—15, 9%- 584 Fixtures 16 Lavatories; 5 hrs. @ $5.00/hr. § 256. 16 tater Closets; 6 hrs. Q Q5.00/hr. 288. 16 Kitchen sinks, large, 8 hrs a j5.00/hr. 584. 16 Bath tubs; 10 hrs E j5.00/hr. 480. 5 Water softeners; 15 hrs @ $5.00/hr. 155. 1 Water tank and insulation; 40 hrs., e ;s.00/hr. 120. 16 Kitchen sink drains; 1 hr. 3 ;5.00/hr. 48. Total s 1711. Unit §ummarv Cost labor Tet. Total ' Material (16 apartments) 600.21 9604.42 Labor (16 apartments) 161.44 2533. .42 2585 9604.42 gielev HEATING Materials *Text--Tab1e 15-1, 1500' 1500' 100 45 50 110 84 200 20 52 5000' 100 84 56 52 150 joints, 150 joints, 15" pipe, galvanized steel 5 25" pipe, galvanized steel check valves Q ;1.50 each control valves 0 reducers ani bushings 0 $.15 tapu55 each elbows, 13" g; ' '2 I “I‘- T's 12 Q «- Pipe hangers e 5.50 each 4' heaters and grills ‘ 0}. ' L; r) N! T's 21;?" @fi vb :r' ° Thermostats-~complete 5 sq. yd. ,1 per 12-10, ps- 575 50 each 80 each asbestos-concrete sq. yd. 15" pipe, .5 team 2;" pipe, .5 team $2.50 each m \x heaters and grills @ asbestos insulation 0 5.1 5 ;.60 each 115/100 ft. ;45/100 ft. each 510 each insulation @ 5000' asbestos pipe covaring, 5 hrs/100 ft. 56 Thermostats, 5 V 52 Convectors and frills, 2 hrs. 0 “5.00/hr. Stunnraryr Material (52 units) Labor ( m ’4' [.1 units) ':f 225. 675. 150 O 107. 7.50 58.50 42. 60. 1500. 1600. 450. 60. 67.50 360 O Total ; 5574.53 pg. 549 hrs @ 55.00/hr. 5 155. hrs 5 15.00/hr. 155. Q 55.00/hr. 270. hrs. 5 92.00/hr. 560. 512;_ Total 5 121°. Unit Cost 'or Nat.__ Total 105. 5574.50 25.51 1212. 12. 5574.50 fi6536.’0 m --* ELECTRICAL 103K Spec.--Use 5/4" conduit in floor slab, 1/2" conduit in other than floor slab. Mounting height of receptacles 18". Conduits for telephones 1/2" except 1" in basement. Materials (Rou:h Zork) *Text--Tab1es 1475,6,7,8, p38. 596-407 Easenent 5 100 KVA breaker switches a 515. 24 100A fuse and boxes 0 $2.25 12 240 volt junction boxes, 520/100 6 100A--5P-575V transformers 5 $75. 1 60A--—5P-575V transformers 6 555. 16 Meters (company installed) 16 55-60A cutout switches @ 55.25 500 ft. conduit (10 ft. lengths) 5/4" 5 510/100 ft. 1000 ft. conduit (10 ft. lengths) 1/2" 5 :9/100 ft. 500 Couplings 5 4" 5 )10/100 500 Locknuts 5 4" e 5 5/100 100 Couplings 1/2" E g 9 100 100 Locknuts 1/2" a 95 100 2000 Galvanized Steel Straps, 5 Q2/100 The above list was taken from Barker-Fowler Electric Co., lensing, Mich. (Contractor's price), because the text is inadequate for data regarding installation of switches and transformers for a building of this size. The following will be taken from the text. 600 ft. #14 rubber covered indoor wire a g5/1000ft. 400 ft. #12 rubber covered indoor wire 5 ga/iooort. 600 ft. #8 rubber covered indoor wire 5 922.50/1000 ft. lst, 2nd floors and halls l6 apartments--110' per apartment, #14 tire 4 pe.50/1000 ft. 50. 90. 50. 9. 9. 5. 40. 5. 5.60 15.80 11.40 ELECTRICAL WORK (Cont'd) 2 Halls--44l', #14 wire 0 45.50/1000 ft. 5.70 2500 ft. conduit, 1/2" t 19/100 ft. 225. 250 Couplings, 1/2" 0_,5/100 7.50 250 Locknuts, 1/2" e-;5/100 7.50 50 Adapters, 1/2" 5 ,5/100 2.50 110 Connectors, 1/2" e 39/100 9.90 250 Metal Straps, 1/2" 2 ,5/100 7.50 210 Outlets @ gl7/100 56. Total j 1224.40 Labor *Text--Tables 14-9,10,1l, pgs. 597-400 1 Main Switch E 2 hrs. 2 hrs. 5 Breaker Switches, c 1.5 hrs. 4.5 hrs. 120 240V junction boxes 2 .5 hrs. 56.0 hrs. 7 Transformers e 5 hrs. 21.0 hrs. 16 Meters, -80V-5P 3'1 hr. 16.0 hrs. 16 50-60A Cubut Switches 9 2.2 hrs. 55.0 hrs. 4000 ft. conduit, boxes, etc. e 14 hrs/100 ft. 550.0 hrs. 210 Outlets a .5 65.0 hrs. Total hours 757.5 Average labor €2.50 per hour 757.5 hrs. X 52.50 per hr. Total 91850.00 Materials (Finish) *Text--pg. 405 Easement Hot Water circulating pump motor H (22 --5/4 H.P.--5P) p a 150. 2 Unit Heaters (Laundry) e p500. 600. 18 Ceiling Fixtures 2 91.50 27. 2 Duplex receptacles Q ;.75 1.50 4 Single wall switches e 3.50 2. ELECTRICAL hORK (Cont'd) Halls 20 Ceiling fixtures 3 55. 16 Buzzers, wire, etc. 5 ,2.60 6 Female duplex receptacles @ 5.75 5 Three-way switches Q 55. Apartments 16 Six female plugs, 125V 0 $.20 16 Two wall light fixtures E ,2. 16 Two overhead fixtures 0.92.85 96 Single wall switches Q 5.50 Total Labor *Text--Tab1e 4-11, . 404 '0 1'2”. v 2 Unit Heaters 5 hrs. ,3 so. 41.60 4.50 9.00 19.20 64. 91.20 48. 5 1118. 10.0 hrs. 70 Ceiling Fixtures 0.5 hrs. 55.0 hrs. 16 Buzzers, phone & wire a 1 hr. 16.0 hrs. 108 Receptacles 0 .5 hrs. 52.0 hrs. 100 Single wall switches Q .5 hrs. 50.0 hrs. Total hrs. 125.0 Average labor wage £2.50 per hr. 125.0 hrs. X 52.50 per hr. Total 2 507.50 Unit Summarv Cost Labor Nat. Total Materials (16 apts.) 2542.40 Labor (16 apts.) 2157.50 2157.50 2542.40 4&499.90 ROOFINC AND FLASHING Spec.—-The entire roof of all buildings shall be covered with asbestos shingles. These shinzles shall be made from pure asbestos fibres and Portland cement formed into shape under hydraulic pressure. Roof slope is l : 2 Area 2 X 14'0" X 41'0" x 1.414 = 646 sq. ft. 2 X 5'6" X 41'0" x 1.414 = 534 sq. ft. 2 x 5'6" x 59'6" x 1.414 = 555 sq. ft. 2 X 90'4" x 19'2" x 1.414 = 4350 sq. ft. 6455 sq. ft. This job was subcontracted to Laising Roofing 00., Lansing, Kichifan. Their present prices are as follows: Felt base, asbestos shingles, copper flashing, copper valleys and nails ---- 315.00 per square Labor ------------------------ 15.00 per square Total I§26TSS per square Summary Unit Cost Labor Mat. Total Material (64.55) 15. 856.50 Labor (64.55) 15. 856.50 856.50 56.50 :1675 LATH AND PLASTER Spec.--The walls and ceilings of all the rooms of apartments except the baths and spaces on sidewalls under linoleum and entire backwall behind cupboards in the kitchenettes, the walls and ceilings of all stair halls and corridors, and sof- fits of steel stairs, landing, etc. shall be a two-coat plaster on gypsum lath. halls and ceilings of bathrooms shall be a three-coat plaster on metal lath. The ceilings will be suspended. Gypsum lath shall be 16" X 48" X 1/2". Gypsum neat plaster shall be mixed in proportion of 1 part of gypsum neat plaster and not more than 2 parts sand by weight. Solid plaster shall not be less than 2 inches thick. Plaster Surface 1 X 55'8" X 17'0" = 605 sq. ft. 2 X 55'8" X 8'0" = 570 sq. ft. 2 X 17'0" X 8'0" = 270 sq. ft. Halls (lst and 2nd Floors) 16 X 187'6" X 7'6" : 22500 sq. ft. halls (Vestibules) 4 X 54'4" X 9'0" = 1200 sq. ft. Walls (Halls) 4 X 90'4" X 7'6" 3 2700 sq. ft. Ceilinas 2 X 145'0" X 57'8" 10700 sq. ft. Total 48,545 sq. ft. No openings less than 2 sq. yds. were deducted. LATH AND PLASTLR (Cont'd) Plastering (Materials *Text--Table 10-7, pg. 522 Plaster per 100 sq. yds. of surface 1" thick 2.95 cu. yds./100 sq. ft. Plaster lbs. per 100 sq. yds. Gypsum---1800 lbs @ 522.00/ton 518. Sand ----- 5600 lbs 5 p 2.50/ton 4.50 ;,22.50 48,545 sq. ft. or 16,200 sq. yds. Labor *Text, pg. 529 Scratch coat (Plasterer and helper) 10 hrs. Finish coat (Plasterer and helper) 11 hrs. Total hrs. per 100 sq. yds. 21 hrs. f Cost of plasterer and helper--- 5.00 per hr. Unit Summary Cost Labor Mat. Total materials (1602) 22050 5650. Labor (559) 5.00 1695. 1695 5650 35545 M LATE A1\D BLAS a? (Cont'q) Lathina Materials fiText, pg. 512 Fetal rurring---,5.00/100 lin. ft. Rocxlath ------- 552.00/100 sq. yd. Corner beads----p5.00/100 lin. ft. Corner reinforcements (hall)s-—q5.00/100 lin. ft. Nails ---------- 4 lbs/100 sq. ft. @ ;.05 per lb. Labor *Text--Tables 11-2, 11-4, pg. 515 Labor for applying rocklath-- Hrs. per sq. yd. 16 c/c, l2 hr/lOOO sq. yds. Labor for applying metal lath-— Grounds and furring, 5 hrs/100 lin. ft. Eead and corner reinforcement 5 hrs/100 lin. ft. ;2.50 per hr. lathers. This Operation is done by plasterers also. Unit Summary Cost Labor Mat. Total Materials Grounds & furring (500 ft.) 5. 150. Rocklath (16,000 sq. yds.) 52. 5150. Corner beads (150 ft.) 5. r7.50 Corner reinforcements (500 ft.) 5. 5. Rails (192 lbs.) .05 10. haste 10% 595. Labor Rocklath (192 2.50 487. Metal trim 2 .50 24:75 511.75 5512.50 56417.25 .L._._‘._..._.__ ) 0 f‘t.) FINISHING HA3D1.ARE Spec.--All hardware shall be neatly packed in substantial packages, each prOperly labeled with the description of the location of the hardware in the building, and shall be delivered promptly from time to ti-e so as not to cause delay. A11 cylinder locks masterkeyed in one set. Furnish six master keys. Looks for A, 2, C and D entrance doors and for M and F doors to basement. Service rooms shall be keyed alike. A-B—C-D Entrance Doors--2-l[4" Pair Butts 24 2 P 5 X 5 Two Cylinder Padlock 524 5 HK Latchset 1000 X D 55 X 2 - Door Stop and Holder 2864 HHHH 53,4 1 :4 Basement Rooms--l-5/4" 1 Pair Butts 2429, 4 X 4 1 Cylinder Look set 7790 MK x D055 x T00 1 Door Stop 2812 h. F Apartment :e droom Doors--l 5Z4" 1 Pair Butts, 242 P 4 X 4 l Latchset TDD 251 1 Door Stop 2815 F Apartment Entrance Doors--l-5/4" 1 Pair Butts, 242P, 4 X 4 1 Cylinder Lockset 7790 XX X D054 X T00 1 Door Stop 2815 Doors to 9ath---l-5/8" 1 Pair Butts 242?, 4 X 4 l Latchset T00 251 1 Door Stop 2815 Doors to Basement Stora:e Doors to Vestibule - Lain Build n; 1 5/4" Doors in Corridors - 1 5/4" Doors Basement Laundry & Drying Rooms 1 5/4" Doors to E1senent 1 5/4" tr}. tr} m t“ "Ij ir Butts 242P, 4 X 4 tc hset T00 251 oor StOp 2815 93 #13 F4FJH tat-W: FINISHING HARDHARL (Cont'd) Kitchen Cabinets, 5/4",§/8" lip 1 Pair Hinges 1551 - type 6 1 Friction Catch #5 Best 1 Door Pull 476 1 Drawer Full 476 Wardrobe,_Coat & Linnen Closet, Eire Ext. Doors 5/4" 1% Pair Hinges 1534B, 2%" for tall doors fair Hinges 1534?, 1%" for small upper floors Friction Catch #10 Best for tall doors Friction Catch #5 Best for small upper doors Oak Knob 1%" for tall doors Oak Knob 1%" for small upper doors HHHHH . H Package Doors,_5/4 1 Pair Hinges 1584P, 3" l kriction Catch #5 Best 2 Door Pulls 476 K Janitor Closet Doors, 1 5/8" l rair Butts 242P, 5% X 5% l Deadlock 524 MK 1 Pull D054 X T00 X F2189 J (3 loset DoorsL_1 5 8" 2 Pair Butts 242?, 5% X 5% l Latchset TCO 251 2 Door Steps 2815 2 Plush Bolts, 595%, 6" X 5/4" plate Entrance Doors 1 Set of bronze name plates above doors Summarz Due to lack of information, the above list was sub- mitted to Schaberz-Dietricn, Lansing, Michigan, who gave me the folloxing approximate estimate. Labor for installation @2500. Materials 1000. Total #5500. PAINTING AND DEC RATILG Spec.--The entire interior of this buildi.c shall be finished. Trim, doors, windows, and ceilinss of baths and kitchenette-dinet shall be enameled. All other malls and ce shall be finished with flat paint. Baths and kitchenette-dinettes 1 coat of paint 1 coat of half paint and half enamel lqcoat of gloss enamel Basement 2 coats of paint All other spaces incluiing corridors 1 coat of paint 1 coat of half paint and half enamel 1 coat of semi-gloss enamel Miscellaneous Iron Outside pipe railings and wrought iron rails , balusters and posts shall receive two additional coats of dull black metallic paint. All steel stairs shall have two coats or dull metallic black paint and one coat of satin finish black enamel. Material *Text--Table 1i-2, ‘3. 411 Approximate covering capacity of paint material, square feet per gallon per coat. Interior flat paint 450 q.ft./ga1. Interior gloss paint 550 sq.ft./§al. Varnish 500 q.ft./gal. Stain 400 sq.ft./ga1. Good ready mixed paint (exterior) 500 sq. ft./ga1. PAINTING AND DECORATING (Cont'dl Labor *Text--Table 15-4, pg. 414 Approximate labor hours required for painting different surfaces, hours per 100 sq. ft. for one coat. Exterior bork: Doors, windows, posts, rails, etc., .85 hr. per 100 sq. ft. Interior Work: Staining .60 hr per 100 sq. ft. Varnishing .70 hr per 100 sq. ft. Flat Paint .75 hr per 100 sq. ft. Enamel .75 hr per 100 sq. ft. Stair Posts .50 hr per 100 sq. ft. Cornices, etc. .50 hr per 100 sq. ft. Used 6 painters @ $2.00/hr plus 1 foreman Q $2.25/hr. Average labor hour is 42.55 Total surface area of plaster is 48,565 sq. ft. lst and 2nd floor windows is 5720 lin. ft. Floor and wall trim is 400 lin. ft/apartment Doors for basement, lat and 2nd floors is 82 doors @ 42. sq. ft. per door or 5440 sq. ft. Stair rails and balusters, 170 lin. ft. (2 coats of black enamel) PAINTING AND DECORATING (Exterior) Cornices and moldings 256'6" X 5'6" 3 927 sq. ft. Door frames and ornamental work 2 x 8'6" X 2'4" = 59 sq. ft. Total 966 sq. ft. Windows 5720 lin. ft. Materials Qprnices, moldings, door frames and ornamental work 2 coats-~966 sq. ft./ 450 sq. ft. per gal. Q $5.00/ja1. Q 12.90 Vindows 5720 lin. ft., .2 ga1./11n ft. 0 25.00/ga1. 22.50 Miscellaneous Scaffolds and ladders (transportation) 10. Labor Cornices, moldings, door frames and ornamental work 966 sq. ft., 1 hr per 100 sq. ft. C :2.55 per hr. 22.56 Eindows 5720 lin. ft., .5 hr per 100 lin ft., @ g2.55 per hr. 26.50 Summary Total ; 94.06 PAINTILG AND DBSOPATIH} (Interior) Materials Ialls and vestibule: 1 coat flat paint, 40.1 squares/4.5 squares/gal. @ g5.00/3a1. 1 coat half paint; 40.1 squares/4.5 squares/gal. @.,5.25/ga1. 1 coat enamel; 40.1 squares/4.5 squares/gal. s ,5.50/gal. lst and 2nd floor yindows (5720 lin. ft.): Stain--l coat; .2 gal/100 ft. x 37.2 e g2.10/gal. Varnish-~2 coats; .2 gal/103 ft. X 57.2 G Q5.20/ga1. Doors: Stain-~1 coat; 5440 sq. ft./400 sq.ft./gal. é f2.10/gal. Varnish--2 coats; 5440 sq. ft./400 sq.ft./gal. e.y5.20/ga1. Tall Tris (lst ani 2nd Floors): 400 lin. ft./apartment--16 apartments .25 gal/100 lin. ft. Stain--1 coat; 400 X 16 X . Varnish--2 coats; 430 X 1 Stairs and balusters: 2 coats--600 lin. ft.; .25 gal/100 lin. ft. Qt 45.00/321. , Labor Kalls and vestibules: 5 coats--40,100 sq. ft. 2 .74 hr/lDO sq. ft. a p2.55/hr. lst and 2nd floor windows: 5 coats-~5720 lin. ft. 2 .5 hr/100 lin. ft. 2 ,2.55/hr. Doors: ’7 U coats--3440 sq. It. U, 07 flP/lQO Sq. ft. ‘3 ,2.55/hr. tall Trim (lst and 2nd floors): 5 coats--6400 lin. ft. Q .3 nr/lOO lin. ft. 2 (2.55/hr. of 270. 15.60 46. 18.15 55. 55.50 96. 210. 78.50 170. PAINTIN} AND DECORATING (Interior)-(Contfd) Stairs and balusters: 2 coats--600 lin. ft. @'.5 hr/lOO lin. ft. 2 ,2. 35/111». Total ; asses LING 13 TN Spec.--All linoleum shall be 1/8" thick and shall be made by Armstrong-Cork Company or other equal and approved manufacturer. The linoleum on the countertOp shall be cemented to the felt which will be laid on the floor, with splash backs in the kitchen. Area 8 apartments 20'4" X 14'8" = 2400 so. ft. 8 apartments 45'2" X 15'5" 5520 sq. ft. Total 7290 sq. ft. The following cost of materials and labor was sub- mitted by Clawson and Company, Lansing, Michigan. Summarv Linoleum (Standard weight), felting, trim, and labor ---- 51.55/sq. yd. 31.3 280 sq. yds. X 0" I _ 31198 ASBHALT TILL Spec.--3rovide and lay an emulsified floor topping to level up concrete floor slabs in preparation for athalt tile flooring over the entire area of thefirst and second floors of the building, where aSphalt tile will be laid. 4 vestibules 26'4" X 7'9" = 750 sq. ft. 4 hallways 90'4" x 5'6" = 2000 sq. ft. Total 2750 sq. ft. The following costs for materials and labor were t a aien from Clawson a Co., Lansinj, Midligan Summary Materials and labor 5 p.15/sq. ft. 2750 sq. ft. X 9.15 (Floor leveling) materials and labor a ;.55/sq. ft. 2750 sq. ft. x p.55 (Asphalt tile--l/B" thick) Materials and labor 2 ;.20/sq. yd. 500 sq. yds. X p.20 (Metal Trim) 60. Total $144.0 uno—n- INSULATION (Rock Wool) Spec.-~Brovide an insulation fill on the second floor ceilings of all buildings. This fill shall be 2%" thick on corrugated iron forming carried on the steel joists. Area 2 X 26'4" X 57'8" Z 1920 sq. ft. 1 X 90'4" x 55'0" = 5250 sq. ft. Total 5170 sq. ft. The materials and labor costs were obtained from Xurphy Supply Co., Lansing, Michigan Summary lat HI erials and labor as" thick rock wool (loose) ;.12/sq. ft. 8; 170 sq. ft. x ;.12 = geso General axpense Labor Kat. Total Superintendent 4 mos. s £550. £1400. Engineer 4 ADS. 2 W500. 1200. TimekeCper 4 mos. a J200. 800. Watchman 4 mos. a "150. 600. Office and Sheds 400. Equipment 700. Tools 580. Concrete Tower and Hoist 200. Temporary hater 15. Temporary Light 20. Temporary Heat 50. Temporary Phone 14.40 Barricades 110. Clean Up 170. Kermit lO. Liability Insurance J21,600 6 J5. 75.80 lire Insurance (College) Social Security 2} ( 21,600) 452. Nichiqan Sales Tax 3; ( 69,000) 2070. #4000. 04625 2 {8625.2 ~ 1 ‘A ‘- kw .- 21:.‘51‘! m 1'.- z.‘-—-"- LAMIKA" .5“. 4 a--—ao .. 'v..a- _,.- ”.4'n-inzsu'lli-u—-—- J E CONCLUSION Lhile writing this thesis, I have endeavored to present one possible approach to a quantity and cost estimate, eSpecially without previous experience. I wish to emphasize the sole purpose was to incorporate the basic aspects of systematically dealing with this problem; therefore, the calculations were approximated with a slide rule and greater emphasis was placed on the actual extraction of material. Some of the materials were purchased at a premium because the building was constructed on a cost plus basis. The prices taken from the text were the mean of the price and wage scales. Prices of material and labor that could not be obtained from the text source were obtained from local business establishments at 1948 prices. This quantity and cost estimate is a probable cost and not the actual cost. 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