Masonry Magazine August 1978 Page. 22
TABLE 4 MASONRY WALL SUMMARY OUTPUT FOR WALL NO. 1
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# MATERIALS ORDER
QUANTITY(THOUSANDS) AND TYPE OF UNITS
105
FB SMOOTH
QUANTITY(THOUSANDS) AND TYPE OF UNITS
40
LA CHU BU
MASONRY CEMENT, BAGS
466
PORTLAND CEMENT, BAGS
233
LIME, BAGS
78
SAND, CU YO
AUXILIARY MATERIALS AND SERVICES, 3/80 FT OF WALL
HALL CLEANING (A1)
.126
EXPANSION AND CONTROL JOINTS(AZ)
.166
FLASHING (AS)
.088
INSULATION THICKNESS, IN, (TI)
2,375
INSULATION COST (AS)
.190
SCAFFOLDING (AB)
.362
ADJ, FACE
SCAFFOLDING (AB)
0.000
ADJ. BACK
SHRINKAGE REINFORCING COST(A10)
0.064
MASONRY WALL COST, 8/50 FT
TOTAL AUXILIARY MATERIALS CUST (SA)
MASONRY CONTR, COST, EX, AUX, MAT, (ASH)
3,243
.991
MASONRY CONTRACTOR OVERHEAD
1,143
MASONRY CONTRACTOR PROFIT
.538
MASONRY CONTRACTOR BID
5,915
GENERAL CONTRACTOR MARKUP
.296
GENERAL CONTR, MASONRY BIO (ONNER COST)
6.211
TOTAL HALL COST
PERCENT OF
COST, S
MASON CONTRACTOR BID
PERCENT OF
GENERAL CONTRACTOR BID
MASONRY MATERIALS
48355
24,3
23.2
LABOR
62610
30.5
29,8
CLEANING (A1)
4291
2.2
2.1
EXPANSION AND CONTROL JOINTS (A2)
5632
2,8
2.7
FLASHING (43)
2682
1.3
1.3
INSULATION COST (AS)
6369
3.2
3.1
SCAFFOLDING (AB)
12176
6.1
5.8
SHRINK, REINF, COST(A10)
2145
1.1
1.0
MASONRY CONTRACTOR OVERHEAD
3841
19.3
18.4
MASONRY CONTRACTOR PROFIT
15067
9.1
6.7
MASONRY CONTRACTOR BID
198741
100.0
95.2
GEN, CONTH, MASONRY BIO(OWNER COST)
208678
100.0
MASONRY CONSTRUCTION TOTAL TIME LAPSE
41
B-MOUR WORK DAYS REQUIRED
CREW SIZE
FORMANCLAYS BRICK 3.5 HOURS/DAY)
1
BRICKLAYERS
12
HELPERS
7
HUIST MECHANICS
1
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TABLE 2 MASONRY WYTHE INPUT DATA FOR WALL NO. 2
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MASONRY DESCRIPTION
1. WYTHE NO.
1
2. WALL SOLIDITY(SOLID CAVITY OR GROUTED SOLIO
SOLID
3. BOND PATTERNCER OPTIONS)
CUMMON
4. MODULAR MATERIALS AND DESIGN(YES-NO)
NO
5. WORK OBSERVATION (NORMAL-CLOSE-NONE)
NORMAL
6. HALL CURVATURE (STRAIGHT-H210FT-H10FT)STRAIGHT
7. GROSS HALL SURFACE AREA, SG FT(GHA)
50000,000
8. HALL OPENING SURFACE AREA, SO FT(AO)
3500.000
9. SUM OF HALL OPENING HEIGHTS, FT(SHO)
700,000
10. SUM OF HALL HEIGHTS, FT(SHF)
1000,000
11. MORTAR JOINT TYPE OPTIONS)
CONCAVE/V
MORTAR DESCRIPTION
12. HEAD AND BED JOINT THICKNESS, IN. (JT)
.375
13. BED JOINT TYPE AND UNIT SOLIDITY
SHELL HOL.
14. MONTAH TYPECHSON OAND (PC OR MC)
TYPE N PC
15. PORTLAND CEMENT COST, S/CU FT(BAG) (CC)
2,428
16. MASONRY CEMENT COST, S/CU FT(BAG) (MCC)
2,650
17. LIME COST, S/CU FT (BAG) (CL)
2,650
18, SAND COST, S/CU YO (CS)
4,750
19. ADMIXTURE TYPE
20. MONTAR ADMIX, QUANT. UNITS/CU FT(PQ)
-2,000
21. ADMIXTURE CUST S/UNIT (CP)
-2,000
MASONRY UNITS
22. UNIT MFGR. THICKNESS, IN. (UT)
3,075
23. UNIT MFGR. HEIGHT, IN, (UM)
7,025
24. UNIT MFGR, LENGTH, IN, (UL)
15.675
25. UNIT TYPE AND USE OR TEXTURE
LH CHU EX
26. MASONRY UNITS PACKAGED (YES-NO)
YES
27. COST OF MASONRY UNITS, $/1008(CU)
334,002
CONTRACTOR MANAGEMENT
28. CORNER POLES USED (YES-NO)
NO
29. SCAFFOLDING TYPE AND POSITION
FIXED FACE
(ADJUSTABLE OR FIXED AT HALL FACE OR BACK)
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TABLE 3 MASONRY WYTHE SUMMARY OUTPUT FOR WALL NO. 2
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HYTHE NO
1
MATERIALS ORDER FOR EACH HYTHE
1. NUMBER OF MASONRY UNITS, THOUSANDS
55
2. MASONRY CEMENT FOR MORTAN, BAGS
156
3. PORTLAND CEMENT FOR MONTAR, BAGE
194
4. PORTLAND CEMENT FOR GROUT, BAGS
5. TOTAL PORTLAND CEMENT, BAGS
156
6. MORTAR LIME, BAGS
154
7. GROUT LIME, BAGS
8. TOTAL LIME, BAGS
156
9. HORTAR SAND, CU YO
34
10. GROUT SAND, CU YO
4
11. TOTAL SAND, CU YO
158
12. UNITS OF MORTAR ADMIXTURE
HYTHE MASONRY COST, 3/50 FT
13. MASON CONTRACTOR COST(EX, AUX, MAT,) (C84)
1.135
14. AUXILIARY MATERIALS AND SERVICES COST (SA)
.575
15. GENERAL CONTRACTOR COST
2.369
16. OWNER COST (CH)
2.58
TOTAL HYTHE COST
17. MASONRY CONTRACTOR COSTCEX.AUX.MAT.) S
52781
18. AUX, MAT, AND SERVICES COST (SA)
26722
19. MASONRY CONTRACTOR BID
111066
20. GEN, CONTR, MASONRY BIOCORNER COST)
116619
TIME LAPSE
21. 8-HOUR HORK DAYS REQUIRED(MCT)
22
ESTIMATED MASON PRODUCTIVITY
22. UNITS PER MASON PER 8 HOUR DAY
207