A B C D

1 TAKE-OFF SHEET
2 Tim Dimentio DESCRIPTION
3 A.SUB-STRUCTURE
4 1.Excavation & earthwork
5 1.1. Site excavation
6 1 7.80
7 8.20
8 63.96 m2
9 1 20.00
10 7.70
11 154.00 m2
12 1 20.00 for retain wall
13 1.50
14 30.00 m2
15 217.96 m2
16 1.2. Trench excavation for stone
17 1 101.35 masonry foundation
18 0.80 L=11.5*2+18*2+6.35+3.8*4+5.85+5.45+11.8=
19 1.00 81.08 101.35
20
21 1 20 Retan wall
22 1.50 L=20m bottom width = 1.2m top width = 0.5m
23 2.00 60.00
24 141.08 m3
25 1.3. Pit excavation for isolated
26 footing to a depth of
27 200cm.
28 10 2.60 F-1
29 2.60
30 2.50
31 169.00
32 6 3.10 CF-1
33 2.60
34 2.50
35 120.90
36 289.90 m3
37
38 1.4. Bulk excavation
39 1 7.80
40 8.20
41 0.60
42 38.38 m3
43 1 20.00
44 4.00
45 1.50
46 120.00 m3
47
48 158.38 m3
49
50 1.5. Back fill around
51 a footing column
52 10 2.60 F-1
53 2.60
54 2.50
55 169.00
56 6 3.10 CF-1
57 2.60
58 2.50
59 120.90
60 289.90
61 Deduct column & footing volume
62 10 2.20
63 2.20
64 0.40 19.36
65 6 2.70
66 2.20
67 0.40 14.26
68
69 16 0.25 C-1
70 0.30
71 2.10
72 2.52
73 253.76 m3
74
75 b. Back fill under hard core
76
77 2 3.80
78 4.30
79 0.50
80 16.34
81 1 3.80
82 2.20
83 0.50
84 4.18
85 1 3.80
86 1.90
 A B C D
87 0.50
88 3.61
89 1 3.80
90 2.60
91 0.50
92 4.94
93 1 3.80
94 2.50
95 0.50
96 4.75
97 1 3.80
98 4.00
99 0.50
100 7.60
101 1 6.35
102 0.55
103 0.50
104 1.75
105 1 11.80
106 0.55
107 0.50
108 3.25
109 46.41 m3
110 1 101.35 c. Back fill around stone
111 0.30 masonry foundation
112 1.00 30.40 m3
113
114 1.6. Cart away
115 (The sum of item 1.1, 1.2, 1.3 & 1.4)
116 217.96
117 0.20 item 1.1
118 43.59 m3
119 item 1.2
120 141.08 m3
121 item 1.3
122 289.90 m3
123 item 1.4
124 158.38 m3
125 (The sum of item 1.1, 1.2, 1.3 & 1.4)
126 632.95 m3
127
128 1.7.Hard core
129 2 3.80
130 4.30
131 32.68
132 1 2.20
133 4.30
134 9.46
135 1 3.80
136 1.90
137 7.22
138 1 3.80
139 2.60
140 9.88
141 1 3.80
142 2.50
143 9.50
144 1 3.80
145 4.00
146 15.20
147 1 6.35
148 0.55
149 3.49
150 1 11.80
151 0.55
152 6.49
153 93.92 m2
154
155
156 2. Concrete work
157 2.1. Lean concrete under:
158 a) footing
159 10 2.20 F-1
160 2.20
161 48.40
162 6 2.70 CF-1
163 2.20
164 35.64
165 1 20.00 Under retain wall
166 1.20
167 24.00
168 108.04 m2
169 b) Foundation wall
170 1 101.35
171 0.50
172 50.68 Ditto but under foundation wall
 A B C D
173 50.68 m2
174
175 16 0.25
176 0.30
177 1.20 Ddto Ditto for column
178 1.20 m2
179 49.47 m2 Total after Deduction
180
181 2.2. C-25 concrete in:
182 a) isolated footing
183 10 2.20 F-1
184 2.20
185 0.40
186 19.36
187 6 2.70 C F-1
188 2.20
189 0.40
190 14.26
191 33.62 m3
192
193 b) foundation column
194 20 0.25 C-1
195 0.30
196 2.10
197 3.15 m3
198
199 c) grade beam
200 2 11.50 ▪ GFB-1
201 0.25
202 0.40
203 2.30 m3
204
205 2 18.00 ▪ GFB-2
206 0.25
207 0.40
208 3.60 m3
209 2 6.20 ▪ GFB-3
210 0.25
211 0.40
212 1.24 m3
213 4 5.70 ▪ GFB-4
214 0.25
215 0.40
216 2.28 m3
217 1 11.80 ▪ GFB-5
218 0.25
219 0.40
220 1.18 m3
221 1 6.05 ▪ GFB-6
222 0.25
223 0.40
224 0.61 m3
225 11.21 M3
226 d) ground floor slab
227
228 2 4.03
229 4.53 36.51
230
231 1 2.45
232 4.53 11.10
233
234 1 2.15
235 4.03 8.66
236
237 1 4.03
238 2.85 11.49
239
240 1 2.75
241 4.03 11.08
242
243 1 4.03
244 4.23 17.05
245
246 1 4.23
247 0.93 3.93
248
249 2 2.85
250 0.93 5.30
251
252 1 1.23
253 0.93 1.14
254
255 1 2.45
256 0.95 2.33
257 108.60 m2
258 e) entrance step
 A B C D
259 4 1.30
260 0.40
261 0.30 0.62 m3
262 2.3 form work in :
263 a) isolated footing
264 10 8.80 F-1
265 0.45
266 39.60
267 6 9.80 C F-1
268 0.45
269 26.46
270 39.60 m2
271
272 b) foundation column
273 20 2.10 C-1
 A B C D
274 1.20
275 50.40 m 2

276
277 b) grade beam
278 6 11.50 ▪ GFB-1
279 0.40
280 27.60
281 6 18.00 ▪ GFB-2
282 0.40
283 43.20
284 6 6.20 ▪ GFB-3
285 0.40
286 14.88
287 10 5.70 ▪ GFB-4
288 0.40
289 22.80
290 4 11.80 ▪ GFB-5
291 0.40
292 18.88
293 4 6.05 ▪ GFB-6
294 0.40
295 9.68
296 137.04 m2
297 2.5 Supply and fix 100x10mm expansion joint
298 3 11.50 ▪ GFB-1
299
300 34.50
301 3 18.00 ▪ GFB-2
302
303 54.00
304 3 6.20 ▪ GFB-3
305
306 18.60
307 7 5.70 ▪ GFB-4
308
309 39.90
310 1 11.80 ▪ GFB-5
311
312 11.80
313 1 6.05 ▪ GFB-6
314
315 6.05
316 164.85 ml
317
318
319 164.85 ml for both b/n grade beam & Ground floor slab
320
321 3. Masonry work
322 3.1. Foundation masonry BGL
323 1 101.35
324 0.50
325 1.00
326 50.68 m3
327
328 20 0.25 c1
329 0.30
330 1.00
331 1.50 m3 ddt of column
332 49.18 m3 after deduction
333
334 3.2. Foundation masonry AGL
335 1 101.35
336 0.50
337 0.30
338 15.20 m3
339
340 1 20.00 3.2. retain wall
341 0.85
342 2.00
343 34.00 m3
 A B C D
344
345 B.SUPER-STRUCTURE
346 1. Concrete work
347 1.1. C-25 concrete in :
348 a) elevation column
349 20 0.25 C - 1,
350 0.30
351 6.00
352 9.00 m3
353 b) INTERMEDIATE BEAM
354 1 101.35
355 0.25
356 0.40
357 10.14 m3
358
359 c) TT BEAM
360
361 1 101.35
362 0.25
363 0.25 6.33 m3
364
365
366
367 d) staircase
368 main stair
369 2 4.30 - waist slab
370 2.40
371 0.15
372 3.10
373 9 2.40 -steps
374 0.30 Area=1/2*0.17*0.3
375 0.5 0.170 =0.5*.051
376 0.55 m3
377 1 1.20 -landing
378 1.20
379 0.15
380 0.22 m3
381
382 3.86 m3
383
384
385 e) slab
386 1st floor
387 2 4.03
388 4.53
389 0.15 5.48
390
391 1 2.45
392 4.53
393 0.15 1.66
394
395 1 2.15
396 4.03
397 0.15 1.30
398
399 1 4.03
400 2.85
401 0.15 1.72
402
403 1 2.75
404 4.03
405 0.15 1.66
406
407 1 4.03
408 4.23
409 0.15 2.56
 A B C D
410
411 1 4.23
412 0.93
413 0.15 0.59
414
415 2 2.85
416 0.93
417 0.15 0.80
418
419 1 1.23
420 0.93
421 0.15 0.17
422
423 1 2.45
424 0.95
425 0.15 0.35
426 16.29
427 16.29 m3
428
429 f) In concrete gutter
430
431 1 18.08
432 0.50
433 0.15 1.36 m3
434
435 1.2. Form work in:
436 a) elevation column
437 20 1.20 C-1
438 6.20
439 148.80 m2
440
441 b) beam
442 1st floor beam
443 3 11.50 ▪ FFB-1
444 1.05
445 36.23
446 3 18.00 ▪ FFB-2
447 1.05
448 56.70
449 3 6.20 ▪ FFB-3
450 1.05
451 19.53
452 6 5.70 ▪ FFB-4
453 1.05
454 35.91
455 3 5.80
456 1.05
457 18.27
458 2 11.80
459 1.05
460 24.78
461 191.42 m2
462
463 c) roof beam & gutter
464 3 11.50 ▪ RB-1
465 0.90
466 31.05
467 3 18.00 ▪ RB-2
468 0.90
469 48.60
470 3 6.20 ▪ RB-3
471 0.90
472 16.74
473 6 5.70 ▪ RB-4
474 0.90
475 30.78
476 2 11.80 ▪ GFB-5
477 0.90
478 21.24
479 2 6.05 ▪ GFB-6
480 0.90
481 10.89
482 2 18.60 m2
483 0.90
484 33.48
485 192.78 m2
486
 A B C D
487
 A B C D
488 c) staircase
489 main stair
490 2 4.30 - waist slab
491 1.20
492 10.32
493 17 1.20 - riser
494 0.17
495 3.47
496 4 0.35 - edge
497 3.20
498 4.48
499 1 1.20 - landing
500 2.50
501 3.00
502 1 0.90 - landing beam
503 2.50
504 2.25
505 23.52 m3
506
507 d) slab
508 1st floor
509 2 4.03
510 4.53 36.51
511
512 1 2.45
513 4.53 11.10
514
515 1 2.15
516 4.03 8.66
517
518 1 4.03
519 2.85 11.49
520
521 1 2.75
522 4.03 11.08
523
524 1 4.03
525 4.23 17.05
526
527 1 4.23
528 0.93 3.93
529
530 2 2.85
531 0.93 5.30
532
533 1 1.23
534 0.93 1.14
535
536 1 2.45
537 0.95 2.33
538 108.60 m2
539 2. Wall work
540 2.1. 20cm thick HCB wall
541 ground floor
542 1 70.60 L=4.6*3+6.8*2+4.1*5+2.3*1+3.8*4+2.6*2=70.6m
543 2.60 70.6
544 183.56 m2
545 first floor
546 1 66.00 L=4.6*2+6.8*2+4.1*5+2.3*1+3.8*4+2.6*2=66m
547 2.60 66
548 171.60 m2
549
550 355.16 m2
551 * deduct opening
552 8 0.90 D-1
553 2.60
554 18.72 m2
555 3 1.20 D-2
556 2.60
557 9.36 m 2

558 2 2.40 W-2

559 1.65
560 7.92 m2
561 20 1.50 W-1
562 1.65
563 49.50 m2
564 85.50 m2
565 269.66 m2
 A B C D
566
567 for paraphet
568 1 41.40 L=11.5+6.2+5.7+18+11.8=52.9M
569 1.50 41.4
570 62.10 m2
571 C-shape for paraphet
572 1 17.60 L=5.8+11.8=17.6M
573 1.50 17.6
574 26.40 m2
575
576 3. Roofing
577 3.1. Euro Roof cover
578 1 11.50
579 6.50
580 74.75 m2
581
582 1 11.50
583 6.50
584 74.75 m2
585
586
587 149.50 m2
588
589 3.2. roof gutter
590 1 18.08
591
592 18.08 ml
593 3.3. roof valley gutter
594 1 8.50
595
596 8.50 ml
597 3.3. down pipe
598 6 7.00
599
600 42.00 ml
601 4. CARPENTRY & JOINRY (roof truss)
602 4.1. Upper & lower chord
603 22 6.50
604 143.00
605 24 5.70
606 136.80
607 279.80 ml
608 4.2. Diagonal & vertical member
609 23 8.20 188.60
610
611 23 8.00 184.00
612 372.60 ml
613 purlin
614 10 11.50
615 115.00
616 10 11.80
617 118.00
618 233.00 ml
619
620 6. Finishing works
621 6.1. Plastering internal wall
622 ♦ ground floor
623 3 11.50
624 3.00
625 103.50
626 5 4.3
627 3.00
628 64.50
629 3 18
630 3.00
631 162.00
632 1 4.6
633 3.00
634 13.80
635 343.80
 A B C D
636 ♦ 1st floor
637 3 11.5
638 3.00
639 103.50
640 7 4.3
641 3.00
642 90.30
643 3 18
644 3.00
645 162.00
646 1 15.4
647 3.00
648 46.20
649 402.00 m2
650 * deduct opening
651 8 0.90 D-1
652 2.60
653 18.72
654 3 1.20 D-2
655 2.60
656 9.36
657 2 2.40 W-2
658 1.65
659 7.92
660 20 1.50 W-1
661 1.65
662 49.50
663
664 85.50 m2
665 660.30 m2
666
667 c. Ditto as item 6.1 but
668 staircase soffit
669 4 3.15 - soffit
670 1.20
671 15.12
672 8 0.30 - edge
673 3.15
674 7.56
675 4 0.63 - landing
676 2.30
677 5.80
678 28.48 m2
679
680 6.3. Ditto as item 6.1 but
681 concrete ceiling
682 1 11.80
683 5.70
684 67.26
685 1 11.50
686 6.20
687 71.30
688
689
690 138.56 m2
691
692 6.2 Plastering concrete gutter
693 1 18.00
694 0.60
695 10.80 m2
696 6.2 Plastering external wall
697 ♦ ground floor
698 - front elevation
699 1 6.20
700 3.00
701 18.60
702 1 11.80
703 3.00
704 35.40
705 - rare elevation
706 1 18.00
707 3.00
708 54.00
709 - left elevation
710 1 11.50
711 3.00
712 34.50
713 1 11.50 - Right elevation
714 3.00
715 34.50
716 ♦ first floor
 A B C D
717 - front elevation
718 1 6.20
719 4.50
720 27.90
721 1 11.80
722 3.00
723 35.40
724 - rare elevation
725 1 18.00
726 4.50
727 81.00
728 - left elevation
729 1 11.50
730 4.50
731 51.75
 A B C D
732 1 5.70 - Right elevation
733 4.50
734 25.65
735 1 5.80
736 30.00
737 174.00
738 583.50
739 * deduct opening
740 7 0.90 D-1
741 2.60
742 16.38
743 3 1.20 D-2
744 2.60
745 9.36
746 20 1.50 W-1
747 1.65
748 49.50
749 75.24 m2
750 508.26 m2
751
752 6.4. Floor Finish
753 ♦ ground floor terazzo tile flooring
754
755 1 6.80
756 4.60
757 31.28
758 1 4.10
759 4.60
760 18.86
761 1 4.45
762 4.10
763 18.24
764 1 5.85
765 4.10
766 23.98
767 1 5.80 - verendah
768 1.20
769 6.96
770 1 11.80 - verendah
771 1.20
772 14.16
773 113.49 m2
774 ♦ first floor ceramic tile flooring
775
776 1 11.10 - hall room
777 4.60
778 51.06
779 1 3.85 - head office room
780 4.10
781 15.78
782 1 2.60 - secretary room
783 4.10
784 10.66
785 1 3.65 - stuff room
786 4.10
787 14.96
788 1 11.80 - cantilevers
789 1.20
790 14.16
791 1 5.80 - cantilevers
792 1.20
793 6.96
794 113.59 m2
795 cerami tile skirting
796
797 1 77.00
798 77.00 ml
799
800 7. Painting
801 7.1. Internal wall
802 -Internal plastering
803 660.30 m2
804 7.2. External wall quartizing
805 508.26 m2
806 8 glazing
807 2 2.40 W-2
808 1.65
809 7.92
810 20 1.50 W-1
811 1.65
812 49.50
813 57.42 m2
814
815
816 1 70 concrete pavemant
817 1
818 70 m2
 A B C D
819 1 70 70 ml half circular concrete ditch
820
821 1 21
822 1.5 31.5 m2 pointing to external retain wall
823 1 53
824 0.3
825 15.9 m2 pointing to external exposed masonary foundation wall
826 47.4 m2 pointing to external exposed masonary foundation wall and retain wall
827
828 1 0.5
829 21
830 10.5 m2 copping
831
832
 Contract
No. Description Unit Rate Contract amount
Qty

A - SUB STRUCTURE
1. Excavation & Earth Work
Clearing of the site by demolishing of existing house above
1.1 m2 217.96 44.17 9626.20
NGL to remove materials to an average depth of 20cm.
Pit excavation for isolated footing to a depth not exceeding
1.2 250cm from stripped ground level incluiding 25cm working m3 289.9 429.00 124367.10
allowance for each side.
Trench excavation for peripherial stone masonry foundation to
1.3 a depth of 100cm incluiding 10cm working allowance for each m3 141.08 429.00 60523.32
side.

Bulk excavation to reduce level the existing houseof floor

1.4 material to a depth not exceeding 60cm starting from natural m3 158.38 314.60 49825.09
ground level.

Selected granular material fill from borrow pit and well

compacted in layers not exceeding 20cm at dry density and
1.5
optimum moisture content. The degree of compaction and the
material should be approved by the engineer.
a) around footing & foundation column m3 253.764 421.23 106893.33
b) under hardcore m3 46.41 421.23 19549.87
c) around masaonry foundation m3 30.40 421.23 12807.54
Load and cart away surplus excavated material to a suitable
1.6 damping area allowed by the municipality not more than 1km m3 632.95 181.38 114806.42
from the site.

An average of 25cm thick basaltic or equivalent stone hardcore

1.7 m2 93.92 431.44 40521.98
well rolled, consolidated and blinded with crushed stone.
Total Carried to Summary 538920.85
2. Concrete Work
5cm thick lean concrete class C-5 with a minimum cement
2.1
content of 150Kg/m3
(a) under footing pad & Retainingwall m2 108.04 335.02 36196.07
(b) under masonry m2 49.47 335.02 16575.35
Reinforced concrete class C-25 with a minimum cement content
of 360kg/m3 filled in to form work and vibrated around
2.2
reinforcement bar (formwork and reinforcement measured
separately)
a) In isolated footing m3 33.616 9,437.90 317264.29
b) In foundation columns m3 3.15 9,437.90 29729.37
c) In grade beams m3 11.205 9,437.90 105751.62
d) In 15cm ground floor slab m2 108.596 943.79 102491.77
e) In entrance steps m3 0.624 9,437.90 5889.25

Provide, cut and fix in position wooden or metal formwork that

should be strong enough to resist the pressure of fresh concrete
2.3
and painted with approved type of mould oil before any
placement of concrete is carried out.

a) In isolated footing m2 39.6 644.82 25534.89

b) In foundation columns m2 50.4 644.82 32498.95
c) In grade beams m2 137.04 644.82 88366.18
Reinforcement steel bar according to structural drawing. Price
2.4
includes cutting, bending, placing in position and tying wire.
a) ø8mm deformed bar kg 310.23 180.09 55869.01
b) ø10mm deformed bar kg 860.72 180.09 155003.82
c) ø14mm deformed bar kg 3613.39 175.25 633237.04
D) ø16mm deformed bar kg 983.16 175.25 172295.51
Supply and fix 100x10mm chip wood or Styrofoam expansion
2.5 ml 164.85 100.00 16485.00
joint between ground floor slab and grade beam
Total Carried to Summary 1793188.10
 3. Masonry Work
50cm thick hard trachytic or equivalent strip stone masonry
3.1 foundation wall bedded in cement mortar (1:3) below ground m3 49.18 4,875.80 239,767.47
level.
3.2 Ditto but above ground level. m3 15.20 4,958.43 75,380.57
3.3 Ditto but for retain wall m3 34 4,958.43 168,586.70
Total Carried to Summary 483,734.73
B - SUPER STRUCTURE
1. Concrete Work
Reinforced concrete class C-25 with a minimum cement content
of 360kg/m3 filled in to form work and vibrated around
1.1
reinforcement bar (formwork and reinforcement measured
separately).
a) In elevation columns m3 9 9,437.90 84,941.06
b) in intermediate beam m3 10.135 9,437.90 95,653.07
c) In top tie beams m3 6.33 9,437.90 59,783.17
d) In staircase & landing m3 3.86 9,437.90 36,456.70
e) To 15cm thick floor slab m3 16.29 9,437.90 153,737.65
f) In concrete gutter m3 1.36 9,437.90 12,797.79
Provide, cut and fix in position sawn zigba wooden formwork
that should be strong enough to resist the pressure of fresh
1.2
concrete and painted with approved type of mould oil before any
placement of concrete is carried out.
a) In elevation columns m2 148.8 644.82 95,949.27
b) In beams & lintels m2 191.415 644.82 123,428.29
c) In top tie beams m2 192.78 644.82 124,308.47
d) In staircase & landing m2 23.518 644.82 15,164.89
e) In slabs m2 108.596 644.82 70,024.91
Reinforcement steel bar according to structural drawing. Price
1.3
includes cutting, bending, placing in position and tying wire.
a) ø8mm deformed bar kg 736.32 180.09 132,601.77
b) ø10mm deformed bar kg 107.36 180.09 19,333.81
c) ø12mm deformed bar kg 2681.50 175.25 469,925.73
d) ø14mm deformed bar kg 1735.50 175.25 304,141.01
e) ø16mm deformed bar kg 1110.91 175.25 194,684.19
Total Carried to Summary 1,992,931.77
2. Block Work
20cm thick Hollow Concrete Block wall bedded in cement
2.1 m2 269.66 1100.02 296631.59
mortar (1:4) and both sides left for further finishing.
2.2 Ditto but 15cm thick HCB for paraphet wall . m2 62.1 988.42 61381.07
2.3 Ditto but 15cm thick C-shape HCB paraphet wall. m2 26.4 988.42 26094.37
Total Carried to Summary 384107.02
3. Roof Work
Supply and fix G-28 galvanized corrugated iron sheet roof
3.1 m2 149.5 1657.68 247822.65
cover
Supply and fix roof gutter in G-28 galvanized flat iron sheet
3.2 with total development length of 120cm with fixing in the ml 18.08 712.08 12874.32
concrete gutter
Roof Valley gutter formed in G-28 galvanized flat iron sheet
3.3 ml 8.5 712.08 6052.64
fixed with total development length 90cm.
Dia 75ml PVC down pipe that feed storm water from gutter to
3.4 ml 42 652.80 27417.60
land shall be fixed by concrete hollow block at the base
Total Carried to Summary 294167.20
 4. Carpentry & Joinery

All structural members shall be well seasoned, free from

harmful defects and shall be painted with two coats of anti-
4.1 termite solution. Each truss shall be firmly fixed to top tie beam
with ø 8mm plain bar. Ecualyptus truss shall be according to the
detail drawing given.

a)Upper & lower chord size ø100-120mm. ml 279.8 167.66 46910.04

b) Vertical & diagonal bracing members size ø80-100mm. ml 372.6 153.76 57290.83
c) 50x70mm zigba wooden purlins 400mm c/c nailed on
ml 233 193.88 45173.01
ecualyptus truss.
Total Carried to Summary 149373.88
5. Metalwork

Supply and fix glazed metal doors and windows fabricated from
KASI galvanized steel profile (LTZ steel profile) frame, as per
the engineer's approval and door window schedule.Price shall
includes all necessary iron mongery, best quality cylinderical
lock and one coat antirust and two coats of synthetic enamel
paint.(Glazing measured separetely).

5.1 Doors

Type D1 size: 120x260 cm. No 3 14,542.60 43,627.80

Type D2 size: 90x260 cm. No 8 10,906.95 87,255.60

5.2 Door Windows
Type W1 size:150*165)cm. No 20 9,089.13 181,782.57
Type W2 size:(240x165)cm. No 2 9,089.13 18,178.26
5.3 Sundry
a)Supply and fix 90cm aluminium baluster on the sides of
internal staircase all as shown on the detail drawing. Price shall
Ml 40 957.22 38,288.98
includes 60mm wooden handrail, and all incidental works to
complete the work.
b) Ditto but with a height of 120cm for balconies. Ml 547.2 957.22 523,793.27
Total Carried to Summary 892,926.48
6. Finishing
Finishing work shall include all surface pre-cleaning,
preparation, application of finishing and polishing at the end of
finishing work.
Apply two coats of plastering with total thickness of 17mm. The
6.1 first coat shall be 5mm thick in cement mortar (1:2.5) and
second coat 12mm thick in cement mortar (1:4) :
a) to internal wall surface m2 660.3 386.45 255174.26
b) concrete ceiling and beams. m2 138.56 403.89 55963.28
c) staircase m2 28.476 403.89 11501.23
d) to external wall surface & gutter m2 508.26 398.93 202761.18
6.1.1 Apply final coat 3mm thick fine gypsum plaster :
a) to internal wall surface m2 660.3 504.53 333139.31
b) concrete ceiling and beams. m2 138.56 502.30 69598.69
c) staircase m2 28.476 502.30 14303.49
Apply the final coat 3mm thick fine plaster in cement mortar
6.3 m2 508.26 502.30 255299.00
(1:2) to external wall surface, parapet & gutter.
3 cm thick Terrazzo tile flooring on cement sand mortar on
6.4 ground foor. 1:3 bedding price shall include 42mm cement m2 113.49 1,015.72 115274.52
screed and joint to be grounted
3 cm thick ceramic tile flooring on cement sand mortar on
6.4 ground foor. 1:3 bedding price shall include 42mm cement m2 113.59 1,237.86 140608.52
screed and joint to be grounted
Plastic ceiling fixed on 40x50mm zigba batten at c/c 600mm
6.5 bothways to all bath rooms. Prics shall include batten and m2 138.56 506.60 70194.15
decorative angular corner list.
6.6 3 cm thick cement screed on first floor finishing m2 113.59 442.86 50304.92
6.7 10cm high terrazzo tile skirting ml 77 191.97 14781.69
6.7 10cm high ceramic tile skirting ml 77 191.97 14781.69
Total Carried to Summary 1603685.91
 7. Painting
7.1 Apply three coats of plastic emulsion paint to internal wall . m² 660.3 129.73 85663.62
7.2 Ditto but to external HCB wall m² 508.26 129.73 65938.81
7.3 Ditto but to slab m² 138.56 129.73 17976.00
7.4 Ditto but to ceiling and staircase m² 167.036 129.73 21670.32
Total Carried to Summary 191248.74
8. Glazing
4mm thick clear glass fixed with beads & rubber. Price includes
8.1 m² 57.42 2316.25 132999.17
glaziers putty and all incidental works.
Total Carried to Summary 132999.17
9. Pointing
9.1 Apply pointing to exposed stone masonry foundation wall and M2
retaining wall incement mortar mix ratio 1:2 47.40 210.41 9,973.34

9.2 Apply copping to the top of retaining wall incement mortar mix ratio M2
1:2 10.50 210.41 2,209.28

9.3 10cm thick pavement all around the building, concrete with 1:2:3 & M 2

must have a minimum of 2% slope out ward from building price

including excavation & filling well compacted also provide expantion 70.00 1,299.12 90,938.72
joint in the interval of 2m.

Total Carried to summary 103,121.34

10 DITCHS
10.1 Ditto but to halves 30cm diameter of concret ditch on above reduced ml
ground level on the out side of pavement on the 2% slope level to
collect rain water and bedded on 20cm thick red ash base. The joint 70.00 730.34 51,123.80
shall be made tight in cement mortar 1:3

Total Carried to summary 51,123.80

11. Electrical Installation
11.1 Power & Auxiliary Systems Intakes (Provisional Quantity)
11.2 Manhole
Manhole in bricks and with concrete base internally of
400x400x400mm including precast reinforced concrete cover No 1 1000.00 1000.00
with lifting hole.
11.3 PVC pipes.
(a) 50 mm diameter. M 60 100.00 6000.00
11.4 Low Voltage System Earth
16x2400mm earth rod. No 1 273.00 273.00
1x16 sq. mm bare copper earth conductor from MLPP earth
M 15 273.00 4095.00
terminal to earth rod.
/ DISTRIBUTON BAORD
Flash mounting distribution board , in sheet steel enclosure with
11.5 lockable door and with phase, neutral, and earth bus-bars and
consisting of:-
1 pc main ACB of 20A/3P
1 pcs ACB of 10A/1P
2pcsACB of 16A/1P PCS 2 2400.00 4800.00
14.1 TELE POINTS

Flush mounted tele points fed through 4pair standardCAT-6

UTP cable inside conduits of 19mm diameter,minimum
diameter with pull wire inside and junction/terminal boxes for PCS 14 250.00 3500.00
connectionincluding all fixing accessories . All as-per Ethiopian
Telecommunications Corporation,ETC,Rules and Regulations

14.2socket outlet point

16A/1P single socket outlet points fed through PVC insulated

conductors of 3x2.5mm² inside PVC conduits of 16mm diameter
PCS 14 411.40 5759.60
including junction boxes with covers, and insulating screw cap
connectors all for flush mounting.
 14.3 light point

Flush mounted light points fed through PVC insulated

conductors of 2x1.5 mm² inside PVC conduits of 16mm
diameter, including junction boxes with covers insulating screw
cap connectors & its Light Fixtures With Lamps ,

A) Philips TMS 0122*TL-D36W/840ICX PCS 50 700.00 35000.00

15.4 EXTRA OVER LIGHT POINTS
Supply and fix LegrandMosiac 45 or approved type 10/16 amp
Switchs with appropriate wall boxes
Single pole switch pcs 19 100.00 1900.00
Double pole switch pcs 11 100.00 1100.00
9.10 TV SYSTEM
PVC 150X100X50 box cover with TV JB No 2 200.00 400.00
TV points fed through twin flat TV cables inside PVC conduits
of 19mm diameter includeing junction boxes with covers,
11.6 pcs 12 20.00 240.00
insulating screw cap connectors, and flush mounted teminal TV
sockets.

11.7 RG_45 TV JACK including mounting face plate pcs 12 50.00 600.00
Total Carried to Summary 64667.60
GRAND TOTAL 8,676,196.60
VAT 15% 1,301,429.49
GRAND TOTAL WITH VAT 15% 9,977,626.10
 SUMMARY

No. DESCRIPTION Contrat Amount

A . SUB-STRUCTURE
1 Excavation & Earth Work 538920.85
2 Concrete Work 1793188.10
3 Masonry Work 483734.73
Sub Total 2815843.68
B . SUPER-STRUCTURE
1 Concrete Work 1,992,931.77
2 Block Work 384107.02
3 Roof Work 294167.20
4 Carpentry & Joinery Work 149373.88
5 Metal Work 892,926.48
6 Finishing 1603685.91
7 Painting 191248.74
8 Glazing 132999.17
9 9. Pointing 103121.34
10 DITCHS 51123.80
11 Electrical Installation 64667.60
Sub Total 5,860,352.92
TOTAL A+B 8,676,196.60
VAT 15% 1,301,429.49
GRAND TOTAL WITH VAT 15% 9,977,626.10
 load/ Trans Total
Item Material list Unit U.price unload prt Price Remark

CEMENT
National PPC Qtl 1427 10 70 1507.0
National OPC Qtl
Derba cement
Ture cement
Mugar cement
NAILS
5cm-15cm ( 1pcs=5kg) kg 181.6 1 1 183.6
1.5 Black iron kg
2.5 Black iron Kg
3-4mm Black wire Kg
MASONRY WORKS
Water M3 50.0
Cement Qtl
Sand M3 1187.5 1187.5
Red ash ( ) m3 750.0
Trachaytic stone(black) m3
Trachaytic stone(white) m3
Lime(10kg( jesso) kg
Lime 25kg Kg 208 1 5 214.0
gypsum decorative (finex) 25kg kg 208 1 5 214.0
gypsum extra(chack) 25kg kg 208 1 5 214.0
gypsum wall (wegan) 25kg kg
selected material M3
CONCRETE WORKS
Aggregate (01) M3
Aggregate ( 02 ) M3 650.0
Aggregate ( 03 ) M3 1250.0
Reinforcement Bars
Dia 6 mm Plain Bars Kg 175 5 10 190.0
Dia 8 mm Deformed Bars berga 562 10 30 602.0 1kg=127br
Dia 10 mm Deformed Bars berga 855 10 30 895.0 1kg=121br
Dia 12 mm Deformed Bars berga 1217 10 40 1267.0 1kg=119br
Dia 14 mm Deformed Bars berga 1835 10 40 1885.0 1kg=130br
Dia 16 mm Deformed Bars berga 2435 10 40 2485.0 1kg=131br
Black annealed (soft) wire
Size 1.5 mm kg 205 5 5 215.0
Size 2.0 mm kg
Size 2.5 mm kg
Size 3.0 mm kg
Size 3.5 mm kg
Galvanized soft wire
Size 1.0 mm kg
Size 1.5 mm kg
Size 2.0 mm kg
WALLING MATERIALS
Hollow Concrete Blocket
HCB - size 20 x 20 x 40cm No 45 4 6 55.0
HCB - size 15 x 20 x 40cm " 40 4 6 50.0
ROOFING
G-32 C.I.Sheet roof cover horse pcs 860 4 20 884.0
G-30 C.I.Sheet roof cover horse pcs 860.00 4 20 884.0
G-28 C.I.Sheet roof cover horse pcs 1010.00 4 20 1034.0
Roofing nails kg 253 2 5 260.0
metal bonda high thick kg 253 2 5 260.0
Plastic sheet roof cover(sun light transfer) Pcs
Gutter
G- 28 galvanized metal sheet gutter of devt ml
Metal brackets No.
G- 28 galvanized metal sheet gutter of devt ml
G- 28 galvanized metal sheet gutter of devt. Length 120 cm
G- 30 galvanized metal sheet gutter of devt ml
Metal brackets No.
Fixers No.
Down pipe
G-28 galvanized steel rectangular down pipeml
G-28 galvanized steel rectangular down pipe, Length 120 cm
Metal brackets No.
PVC down pipe, Diameter 75mm ml 537 2 5 544.0
PVC down pipe, Diameter 50 mm ml 353 2 5 360.0
PVC down pipe, Diameter 110 mm ml 755 2 5 762.0
Fixers No
Ribbed sheet soffit m2
METAL WORKS
LTZ profile
LTZ 28 = 1110 2 10 1122.0
LTZ 38 = 1435 2 10 1447.0
L- Profile
L size 28 x 28 x 0.8 Pcs 1103
L- size 28 x 28 x 1.2 pcs 1210 1 1 1212.0
L- size 38x 38 x 0.8 pcs 1415 1 1 1417.0
T - Profile
T 28 x 28 x 0.8 pcs 1133 1 1 1135.0
T size 28 x 28 x 1.2 " 1210 1 1 1212.0
T size 38 x 38 x 0.8
Z - Profile
Z - size 28 x 28 x 0.8 pcs 1110 1 4 1115.0
Z - size 38 x 38 x 0.8 pcs 1300 1 4 1305.0
Flat Sheet Metal (lamera lumux)
Size 2000 x 1000 x 0.6 mm. ,, 1655 5 5 1665.0
Size 2000 x 1000 x 1.0 mm. ,, 2503 5 10 2518.0
Size 2000 x 1000 x 1.5 mm. ,, 3617 5 10 3632.0
RHS(rectangular hollow section)
Size 20 x 10 x 0.8 mm.
Size 20 x 10 x 1 mm.
Square hollow section
Size 15 x 15 x 1 mm.
Size 20 x 20x 1 mm.
barbed wire
Manelia No 55 1 1 57.0
Creketto No 45 1 1 47.0
Hinge ( torno) No 35 1 1 37.0
Electrode(3.2) No 610 1 1 612.0
Flat metal (piato) ml 308 1 1 310.0
frame( fermo) 10 ,6m ml 278 1 1 300.0
Hand rail

CARPENTERY
Chip wood
Size 8 mm. thick pcs
Size 10 mm. thick Pcs
Mahogony Ply wood Pcs
Wooden structure/for roofing/
Zigba Purlin
Size 4 x 5cm ,4m long(morale for ceiling) Ml 562 5 10 577.0
Size 5 x 7cm(morale for roof) Ml 655 5 10 670.0
Corner list (angulare ) ,, 452 5 10 467.0
Eucalyptus wood
Size dia. 4 cm. Ml
Size dia. 6 cm. Ml
Size dia. 6 - 8 cm. Ml
Size dia. 8 - 10 cm. Ml
Size dia.10-12cm ,,
Tid wood Facia board( kefef)
Size 15 x 2.5cm Pcs. 410 5 10 425.0
Size 20 x 2.5cm pcs 510 5 10 525.0
Size 30 x 2.5cm pcs 755 5 10 770.0
wood formwork 25cmx2.5 pcs
FINISHING MATERIALS
FLOOR FINISHINGS
terrazo tile
ceramic tile
10cm terrazo skirting
10cm ceramic skirting
plastic ceiling m2
GLAZING WORKS
Putty kg 75 1 2 78.0
Glass
Size3 mm. Thick clear m2
Size4 mm. Thick clear m2 1635 10 10 1655.0
Size 5mm m2 1835 10 10 1855.0
PAINTING
Supper Plastic oil paint gal
Supper Plastic paint(water) gal 800 1 2 803.0
Supper paints enamel gal 1210 1 2 1213.0
synthetic enamel for metal and wood gal 1210 1 2 1213.0
Anti-rust primer gal 1210 1 2 1213.0
Wood glue lit 2210 1 1 2212.0
thinner lit 1407.00 1 1 1409.0
Oil lit
mould oil lit
Texture paint quartz
sand paper (biciqo wereqat ) ml 103 1 1 105.0
Glue (solid) kg
Glue 50 lit
SANITARY MATERIALS
half concrete pipe
Diameter 20cm Cement pipe ml
Diameter 30cm Cement pipe ml
ELECTRICAL
Manhole 40x40x40cm
PVC pipes.
(a) 50 mm diameter. m
Low Voltage System Earth
16x2400mm earth rod. no
1x16 sq. mm bare copper earth conductor from
MLPP m
DISTRIBUTON BAORD
1 pc main ACB of 20A/3P
1 pcs ACB of 10A/1P
2pcsACB of 16A/1P pcs
TELE POINTS
Flush mounted tele points fed through 4pair
standardCAT-6 UTP cable inside conduits of
19mm diameter,minimum diameter with pull wire
inside and junction/terminal boxes for
connectionincluding all fixing accessories. pcs
Socket outlet point
16A/1P single socket outlet points fed through
PVC insulated conductors of 3x2.5mm² inside
PVC conduits of 16mm diameter including
junction boxes with covers, and insulating screw
cap connectors all for flush mounting. pcs
light point
Flush mounted light points fed through PVC
insulated conductors of 2x1.5 mm² inside PVC
conduits of 16mm diameter, including junction
boxes with covers insulating screw cap connectors
& its Light Fixtures With Lamps ,
A) Philips TMS 0122*TL-D36W/840ICX pcs
EXTRA OVER LIGHT POINTS
Supply and fix LegrandMosiac 45 or approved
type 10/16 amp
Switchs with appropriate wall boxes
Single pole switch
Double pole switch
TV SYSTEM
PVC 150X100X50 box cover with TV JB no

TV points fed through twin flat TV cables inside

PVC conduits of 19mm diameter includeing
junction boxes with covers, insulating screw cap
connectors, and flush mounted teminal TV sockets.
pcs
RG_45 TV JACK including mounting face plate pcs
1.EXCAVATION AND EARTH WORK.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 1.25 m2/hr.
WORK ITEM: ( 3.1 ) 20cm. Clearing and demolishl. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 44.17 Birr/no

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 1 1.00 31.25 31.25 Tools 1.00 5.00 5.00
G.Chief 1 0.10 31.25 3.13
Foreman 1 0.10 62.50 6.25
chiseler 1.00 0.00

Total (1:-01) Total (1:02) 40.63 Total (1:03) 5.00

A= Materials Unit Cost 0 Birr/m 2

B= Manpower Unit Cost 32.50 Birr/m2
C= Equipment Unit Cost 4.00 Birr/m
2

Total of (1:02) Total of (1:03)

Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 36.50 Birr/m2
Over head cost : 10% 3.65 "
Profit Cost: 10% 4.02 "
Total Unit Cost : 44.17 Birr/hr
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.4 m3/hr.

WORK ITEM: (3.2 ) Bulk excav. to a depth not exceeding 1500mm loose and dry soil. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 314.60 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 2 1.00 31.25 62.50 Tools 2.00 5.00 10.00
G.Chief 1 0.50 37.50 18.75
Foreman 1 0.10 62.50 6.25

Total (1:-01) Total (1:02) 87.50 Total (1:03) 10.00

A= Materials Unit Cost 0 Birr/m 3

B= Manpower Unit Cost 233.33 Birr/m 3
C= Equipment Unit Cost 26.67 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 260.00 Birr/m3
Over head cost : 10% 26.00 "
Profit Cost: 10% 28.60 "
Total Unit Cost : 314.60 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 29
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.33 m3/hr.
WORK ITEM: ( 3.3 ) Bulk excav. to a depth exceeding 1500mm but not exceeding 3000mm EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 363.00 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 2 1.00 31.25 62.50 Tools 2.00 5.00 10.00
G.Chief 1 0.50 37.50 18.75
Foreman 1 0.10 62.50 6.25

Total (1:-01) Total (1:02) 87.50 Total (1:03) 10.00

A= Materials Unit Cost 0 Birr/m 3

B= Manpower Unit Cost 269.2308 Birr/m3
C= Equipment Unit Cost 30.77 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 300.00 Birr/m3
Over head cost : 10% 30.00 "
Profit Cost: 10% 33.00 "
Total Unit Cost : 363.00 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.29 m3/hr.
WORK ITEM: ( 3.4 ) Bulk excav. to a depth exceeding 3000mm but not exceeding 4500mm EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 410.35 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 2 1.00 31.25 62.50 Tools 2.00 5.00 10.00
G.Chief 1 0.50 37.50 18.75
Foreman 1 0.10 62.50 6.25

Total (1:-01) Total (1:02) 87.50 Total (1:03) 10.00

A= Materials Unit Cost 0 Birr/m 3

B= Manpower Unit Cost 304.3478 Birr/m3
C= Equipment Unit Cost 34.78 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 339.13 Birr/m3
Over head cost : 10% 33.91 "
Profit Cost: 10% 37.30 "
Total Unit Cost : 410.35 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 31
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.225 m3/hr.
WORK ITEM: ( 3.5) BULK Excavation in soft rock not exceeding 1.5m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 695.75 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
G.Chief 1 0.25 37.50 9.38

Total (1:-01) Total (1:02) 109.38 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 486.1 Birr/m3 C= Equipment Unit Cost 88.89 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 575.0 Birr/m3
Over head cost : 10% 57.50 "
Profit Cost: 10% 63.25 "
Total Unit Cost : 695.75 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.1 m3/hr.
WORK ITEM: ( 3.9) Bulk Excavation in hard rock Over 1.5m,not exceeding 3m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 1497.38 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
0 DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
0 Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
0 G.Chief 1 0.10 37.50 3.75 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
Total (1:-01) 0 Total (1:02) 103.75 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 1037.5 Birr/m3 C= Equipment Unit Cost 200.00 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 1237.50 Birr/m3
Over head cost : 10% 123.75 "
Profit Cost: 10% 136.13 "
Total Unit Cost : 1497.38 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 33
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.065 m3/hr.
WORK ITEM: (3.10) Bulk Excavation in hard rock Over 3.0m,not exceeding 4.5m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 2303.65 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
0 DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
0 Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
0 G.Chief 1 0.10 37.50 3.75 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
Total (1:-01) 0 Total (1:02) 103.75 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 1596.2 Birr/m3 C= Equipment Unit Cost 307.69 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 1903.8 Birr/m3
Over head cost : 10% 190.38 "
Profit Cost: 10% 209.42 "
Total Unit Cost : 2303.65 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.3375 m3/hr.
WORK ITEM: ( 3.11 ) Pit excav. to a depth not exceeding 1500cm loose and dry soil. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 349.56 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Forman 1 0.10 62.50 6.25 Tools 2.00 5.00 10.00
G.Chief 1 0.50 37.50 18.75
DL 2 1.00 31.25 62.50

Total (1:-01) Total (1:02) 87.50 Total (1:03) 10.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 259.2593 Birr/m3 C= Equipment Unit Cost 29.63 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 288.89 Birr/m3
Over head cost : 10% 28.89 "
Profit Cost: 10% 31.78 "
Total Unit Cost : 349.56 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 35
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.275 m3/hr.
WORK ITEM: ( 3.12 ) Trench/Pit excav. to a depth exceeding 1500cm but not exceeding 3000mm EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 429.00 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 2 1.00 31.25 62.50 Tools 2.00 5.00 10.00
Forman 1 0.10 62.50 6.25
G.Chief 1 0.50 37.50 18.75
0.00
0.00
0.00 0.00
0.00
0.00
0.00
Total (1:-01) Total (1:02) 87.50 Total (1:03) 10.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 318.18 Birr/m3 C= Equipment Unit Cost 36.36 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 354.55 Birr/m3
Over head cost : 10% 35.45 "
Profit Cost: 10% 39.00 "
Total Unit Cost : 429.00 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.2 m3/hr.
WORK ITEM: (3.13) Pit excav. to a depth exceeding 3000cm but not exceeding 4500mm EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1m 3
RESULT: 589.88 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 2 1.00 31.25 62.50 Tools 2.00 5.00 10.00
Forman 1 0.10 62.50 6.25
G.Chief 1 0.50 37.50 18.75
0.00
0.00
0.00
0.00
0.00

Total (1:-01) Total (1:02) 87.50 Total (1:03) 10.00

A= Materials Unit Cost 0 Birr/m 3

B= Manpower Unit Cost 437.5 Birr/m3
C= Equipment Unit Cost 50.00 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 487.50 Birr/m3
Over head cost : 10% 48.75 "
Profit Cost: 10% 53.63 "
Total Unit Cost : 589.88 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 37
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.1875 m3/hr.
WORK ITEM: ( 3.14) PIT Excavation in soft rock not exceeding 1.5m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 834.90 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
0 DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
0 Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
0 G.Chief 1 0.25 37.50 9.38 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
Total (1:-01) 0 Total (1:02) 109.38 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 583.3 Birr/m3 C= Equipment Unit Cost 106.67 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 690.00 Birr/m3
Over head cost : 10% 69.00 "
Profit Cost: 10% 75.90 "
Total Unit Cost : 834.90 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.15 m3/hr.
WORK ITEM: ( 3.15) PIT Excavation in soft rock Over 1.5.0m,not exceeding 3m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 1043.63 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
0 DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
0 Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
0 G.Chief 1 0.25 37.50 9.38 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
Total (1:-01) 0 Total (1:02) 109.38 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 729.2 Birr/m3 C= Equipment Unit Cost 133.33 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 862.50 Birr/m3
Over head cost : 10% 86.25 "
Profit Cost: 10% 94.88 "
Total Unit Cost : 1043.63 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 39
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.125 m3/hr.
WORK ITEM: ( 3.16) PIT Excavation in soft rock Over 3.0m,not exceeding 4.5m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 1252.35 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
0 DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
0 Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
0 G.Chief 1 0.25 37.50 9.38 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
0 0.00 0.00
Total (1:-01) 0 Total (1:02) 109.38 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 875.0 Birr/m3 C= Equipment Unit Cost 160.00 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 1035.00 Birr/m3
Over head cost : 10% 103.50 "
Profit Cost: 10% 113.85 "
Total Unit Cost : 1252.35 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.1125 m3/hr.
WORK ITEM: ( 3.17) Pit Excavation in hard rock not exceeding 1.5m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 1391.50 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
G.Chief 1 0.25 37.50 9.38 0.00
0.00 0.00

Total (1:-01) 0 Total (1:02) 109.38 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 972.2222 Birr/m3 C= Equipment Unit Cost 177.78 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 1150.00 Birr/m3
Over head cost : 10% 115.00 "
Profit Cost: 10% 126.50 "
Total Unit Cost : 1391.50 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 41
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.0875 m3/hr.
WORK ITEM: ( 3.18) Pit Excavation in hard rock Over 1.5m,not exceeding 3m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 1642.14 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 3 1.00 31.25 93.75 Tools 1.00 5.00 5.00
Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
G.Chief 1 0.10 37.50 3.75 0.00
0.00 0.00

Total (1:-01) 0 Total (1:02) 103.75 Total (1:03) 15.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 1185.714 Birr/m3 C= Equipment Unit Cost 171.43 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 1357.14 Birr/m3
Over head cost : 10% 135.71 "
Profit Cost: 10% 149.29 "
Total Unit Cost : 1642.14 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.0525 m3/hr.
WORK ITEM: ( 3.19) Pit Excavation in hard rock Over 3m,not exceeding 4.5m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 2852.14 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
G.Chief 1 0.10 37.50 3.75 0.00
0.00 0.00

Total (1:-01) 0 Total (1:02) 103.75 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 1976.19 Birr/m3 C= Equipment Unit Cost 380.95 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 2357.14 Birr/m3
Over head cost : 10% 235.71 "
Profit Cost: 10% 259.29 "
Total Unit Cost : 2852.14 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.0975 m3/hr.
WORK ITEM: ( 3.17) Trench Excavation in hard rock not exceeding 1.5m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 1605.58 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
G.Chief 1 0.25 37.50 9.38 0.00
0.00 0.00

Total (1:-01) 0 Total (1:02) 109.38 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 1121.795 Birr/m3 C= Equipment Unit Cost 205.13 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 1326.92 Birr/m3
Over head cost : 10% 132.69 "
Profit Cost: 10% 145.96 "
Total Unit Cost : 1605.58 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.0725 m3/hr.
WORK ITEM: ( 3.18) Trench Excavation in hard rock Over 1.5m,not exceeding 3m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 2159.22 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
G.Chief 1 0.25 37.50 9.38 0.00
0.00 0.00

Page 43
 Total (1:-01) 0 Total (1:02) 109.38 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m3 B= Manpower Unit Cost 1508.621 Birr/m3 C= Equipment Unit Cost 275.86 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 1784.48 Birr/m3
Over head cost : 10% 178.45 "
Profit Cost: 10% 196.29 "
Total Unit Cost : 2159.22 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 0.0425 m3/hr.
WORK ITEM: ( 3.19) Trench Excavation in hard rock Over 3m,not exceeding 4.5m EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 3683.38 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
DL 3 1.00 31.25 93.75 Tools 2.00 5.00 10.00
Forman 1 0.10 62.50 6.25 sledge hammer 1.00 10.00 10.00
G.Chief 1 0.25 37.50 9.38 0.00
0.00 0.00

Total (1:-01) 0 Total (1:02) 109.38 Total (1:03) 20.00

A= Materials Unit Cost 0 Birr/m 3

B= Manpower Unit Cost 2573.529 Birr/m3
C= Equipment Unit Cost 470.59 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 3044.12 Birr/m3
Over head cost : 10% 304.41 "
Profit Cost: 10% 334.85 "
Total Unit Cost : 3683.38 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 1.15 m3/hr.
WORK ITEM: ( 3.20) Back fill selected excavated mats. from the site . EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 126.92 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
m3 1.15 DL 3.00 1.00 31.25 93.75 compactor 1.00 5.00 5.00
G.Chief 1.00 0.25 37.50 9.38
Foreman 1.00 0.20 62.50 12.50

Total (1:-01) Total (1:02) 115.63 Total (1:03) 5.00

A= Materials Unit Cost 0.00 Birr/m 3

B= Manpower Unit Cost 100.54 Birr/m 3
C= Equipment Unit Cost 4.35 Birr/m3

Total of (1:02) Total of (1:03)

Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 104.89 Birr/m3
Over head cost : 10% 10.49 "
Profit Cost: 10% 11.54 "
Total Unit Cost : 126.92 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 1.00 m3/hr.
WORK ITEM: ( 3.21) Back fill selected excavated mats. from out side the site . EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 421.23 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
selected material m3 1.25 187.00 233.75 DL 3.00 1.00 31.25 93.75 compactor 1.00 5.00 5.00
G.Chief 1.00 0.25 37.50 9.38
Foreman 1.00 0.10 62.50 6.25

Total (1:-01) 233.75 Total (1:02) 109.38 Total (1:03) 5.00

A= Materials Unit Cost 233.75 Birr/m3 B= Manpower Unit Cost 109.38 Birr/m3 C= Equipment Unit Cost 5.00 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 348.13 Birr/m3
Over head cost : 10% 34.81 "
Profit Cost: 10% 38.29 "
Total Unit Cost : 421.23 Birr/m3
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 45
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 24.375 m3/hr. 12 m3/hr.
WORK ITEM: ( 3.22) Cart away and loading surplus excavated mats. 5km. from the site. EQUIPEMENT: Tool 24.375 m3/hr.
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 181.38 Birr/m3

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental
cart away tools 6 5.00
Forman 1 0.10 62.50 6.25 dump truck 1 120.00
Truck driver 1 1.00 75.00 75.00
DL 2 1.00 31.25 62.50

loading 0.00
DL 6 1.00 0.00 0.00
0.00

Total (1:-01) Total (1:02) 143.75 Total (1:03)

A= Materials Unit Cost 0 Birr/m 3

B= Manpower Unit Cost 143.75 Birr/m 3
C= Equipment Unit Cost 6.15
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _____________
Direct Cost of Work Item = A+B+C = 149.90 Birr/m3
Over head cost : 10% 14.99 "
Profit Cost: 10% 16.49 "
Total Unit Cost : 181.38 Birr/m3/km
Remark ______________________________________________________________For swelling factor
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 225 m3 km/hr.
WORK ITEM: ( 3.22) Cart away surplus excavated mats. 5km. from the site. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT: 3.63 Birr/m3/km

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
time kee) 1 1 43.75 43.75 loader 1 1,000.00 1000
Equpment opra I 4 1.00 43.75 175.00 dump truck 3 500.00 1500

Total (1:-01) Total (1:02) 218.75 Total (1:03) 2500

A= Materials Unit Cost 0 Birr/m 3

B= Manpower Unit Cost 0.972222 Birr/m3
C= Equipment Unit Cost 11.11 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _____________
Direct Cost of Work Item = A+B+C = 12.08 Birr/m3
Over head cost : 10% 1.21 "
Profit Cost: 10% 1.21 "
Total Unit Cost : 2.90 Birr/m3/km
Remark ______________________________________________________________For swelling factor 25%
UF: UTILIZATION FACTOR 3.63
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 47
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: EXCAVATION AND EARTH WORK. LABOUR HOURLY OUTPUT: 2 m2/hr.
WORK ITEM: ( 3.23) 25cm. thick basaltic hard core. EQUIPEMENT: Tool
2 2
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 431.44 Birr/m

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Basaltic stone m3 0.35 650.00 227.5 Forman 1 0.25 62.50 15.63 Tools 4 5.00 20
Mason 1 1 62.50 62.50
DL 5 1 31.25 156.25
G.CHIEF 1 0.1 37.50 3.75

Total (1:-01) 227.5 Total (1:02) 238.125 Total (1:03) 20

2 2 2
A= Materials Unit Cost 227.5 Birr/m B= Manpower Unit Cost 119.0625 Birr/m C= Equipment Unit Cost 10.00 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 356.56 Birr/m2 129.06
Over head cost : 10% 35.66 "
Profit Cost: 10% 39.22 "
Total Unit Cost : 431.44 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
2. CONCRETE WORK
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.3 m2/hr.
WORK ITEM: ( 4.1 ) C-7 Lean Concrete (Hand mix) (C-7) EQUIPEMENT:
TOTAL QUANTITY OF WORK ITEM: 1 m2 0.05 m. thick RESULT: 339.60 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed ** Indexed
Cost per Hourly Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. Cost Cost Hourly Cost Type of Equipment No. Rental Cost
Cement(ppc) Qnt. 1.58 1400.00 2205.00 Forman 1.00 0.17 62.50 10.63 Tools 6.00 5.00 30.00
Sand m3 0.50 1250.00 630.00 Mason 1.00 1.00 62.50 62.50
Gravel (02) m3 0.76 1250.00 945.00 DL 6.00 1.00 31.25 187.50
Water m3 0.30 50.00 15.00 G.CHIEF 1.00 0.25 37.50 9.38

Total (1:-01) 3795.00 Total (1:02) 270.01 Total (1:03) 30.00

A= Materials Unit Cost 189.75 Br./m2

B=Manpower Unit Cost 81.82 Br./m2 C=Equipment Unit Cost 9.09 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item= A+B+C= 280.66 Birr/m2
Overhead Cost: 10% 28.07 "
Profit Cost: 10% 30.87 "
Total Unit Cost : 339.60 Birr/m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 49
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 15 m2/hr.
WORK ITEM: ( 4.2 ) C-5 Lean Concrete (Hand mix) (C-5) EQUIPEMENT:
TOTAL QUANTITY OF WORK ITEM: 1 m2 0.05 m. thick RESULT: 335.02 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement(PPC) Qnt. 0.08 1507.00 118.68 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.02 1187.50 28.50 mason 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel m3 0.04 1250.00 49.50 Carpenter 1.00 1.00 62.50 62.50 tools 18.00 5.00 90.00
Water m3 0.03 50.00 1.29 DL 18.00 1.00 31.25 562.50
0.00
0.00
. 0.00
. 197.96 Total (1:02) 756.25 Total (1:03) 427.50
.
. 197.96 Br./m2 B=Manpower Unit Cost 50.42 Br./m2 C=Equipment Unit Cost 28.50 Br./m2
. Total of (1:02) Total of (1:03)
. Hourly Output Hourly output: __________________
. Direct Cost of work item= A+B+C= 276.88 Birr/m2
. Overhead Cost: 10% 27.69 "
. Profit Cost: 10% 30.46 "
. Total Unit Cost : 335.02 Birr/m2
.
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.75 m2 /hr
WORK ITEM: (4.4) C-15 10cm thick mass concrete pavement under hard core. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 1299.12 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
cement PPC qt 0.336 1507.00 506.35 Forman 1 0.1 62.50 6.25 Tools 6 5.00 30.00
sand m3 0.05 1187.50 64.84 Mason 1 1 62.50 62.50
Gravel (02) m3 0.08 650.00 53.24 DL 6 1 31.25 187.50
15cm stone hard core m3 0.158 320.00 50.56
7cm thick selected mats. m3 0.4 30.00 12.00
water m3 0.1 50.00 5.00

Total (1:01) 691.99 Total (1:02) 256.25 Total (1:03) 30

A= Materials Unit Cost 691.99 Birr/m 2 B= Manpower Unit Cost 341.67 Birr/m 2
C= Equipment Unit Cost 40.00 Birr/m 2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 1073.66 Birr/m2
Over head cost : 10% 107.37 "
Profit Cost: 10% 118.10 "
Total Unit Cost : 1299.12 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 51
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.5 ) C-25 Concrete (Mechanical Mix) 1:2:3 with admixture EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 9859.14 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.78 1400.00 5292.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.52 1250.00 650.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.78 1250.00 975.00 Gang Lead 1.00 1.00 37.50 37.50 tools 23.00 5.00 115.00
Water m3 0.21 50.00 10.65 D/L 23.00 1.00 31.25 718.75
Admixer lit 8.00 40.00 320.00 Carpenter 1.00 0.25 62.50 15.63
0.00 0.00
0.00 0.00
Total (1:-01) 7247.65 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 7247.65 Birr/m 3

B=Manpower Unit Cost 645.09 Br./m 3
C= Equipment Unit Cost : 323.21 Br./m3
Admixer lit 8.00 40.00 320.00 Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 8215.95 Birr/m3
Overhead Cost: 10% 821.60 "
Profit Cost: 10% 821.60 "
Total Unit Cost : 9859.14 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.5 ) C-25 Concrete (Mechanical Mix) 1:2:3 Footing,Beam and slab EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 9437.90 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.78 1507.00 5696.46 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.52 1187.50 617.50 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel m3 0.78 650.00 507.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 50.00 10.65 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63
0.00 0.00
0.00 0.00
Total (1:-01) 6831.61 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 6831.61 Birr/m3 B=Manpower Unit Cost 645.09 Br./m3 C= Equipment Unit Cost : 323.21 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 7799.91 Birr/m3
Overhead Cost: 10% 779.99 "
Profit Cost: 10% 857.99 "
Total Unit Cost : 9437.90 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.5 ) C-25 Concrete (Mechanical Mix) 1:2:3 10cm slab EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1171.65 Birr/m3
117.16 Birr/m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.78 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.52 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.78 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63
 0.00 0.00
0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 645.09 Br./m3 C= Equipment Unit Cost : 323.21 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 968.30 Birr/m3
Overhead Cost: 10% 96.83 "
Profit Cost: 10% 106.51 "
Total Unit Cost : 1171.65 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.5 ) C-25 Concrete (Mechanical Mix) 1:2:3 15cm slab EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1171.65 Birr/m3
175.75 Birr/m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.78 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.52 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.78 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63
0.00 0.00
0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 645.09 Br./m3 C= Equipment Unit Cost : 323.21 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 968.30 Birr/m3
Overhead Cost: 10% 96.83 "
Profit Cost: 10% 106.51 "
Total Unit Cost : 1171.65 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.5 ) C-25 Concrete (Mechanical Mix) 1:2:3 18cm slab EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1171.65 Birr/m3
210.90 Birr/m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.78 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.52 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.78 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63
0.00 0.00
0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 645.09 Br./m3 C= Equipment Unit Cost : 323.21 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 968.30 Birr/m3
Overhead Cost: 10% 96.83 "
Profit Cost: 10% 106.51 "
Total Unit Cost : 1171.65 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 53
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.125 m3 / hr.
WORK ITEM: ( 4.5 ) C-25 Concrete (Mechanical Mix) 1:2:3 Column and shear wall EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1458.05 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.78 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.52 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.78 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63
0.00
0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 802.78 Br./m3 C= Equipment Unit Cost : 402.22 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1205.00 Birr/m3
Overhead Cost: 10% 120.50 "
Profit Cost: 10% 132.55 "
Total Unit Cost : 1458.05 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1 m3 / hr.
WORK ITEM: ( 4.5 ) C-25 Concrete (Mechanical Mix) 1:2:3 Stair case EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1m 3
Sub structure RESULT: 9569.62 Birr/m 3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.60 1505.00 5418.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.52 1187.50 617.50 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.78 650.00 507.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 50.00 10.65 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63
0.00
0.00
Total (1:-01) 6553.15 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 6553.15 Birr/m3 B=Manpower Unit Cost 903.13 Br./m3 C= Equipment Unit Cost : 452.50 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 7908.78 Birr/m3
Overhead Cost: 10% 790.88 "
Profit Cost: 10% 869.97 "
Total Unit Cost : 9569.62 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.5 ) C-30 Concrete (Mechanical Mix) 1:2:3 with admixture EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1171.65 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 4.20 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.52 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.78 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
Admixer lit 8.00 0.00 0.00 Carpenter 1.00 0.25 62.50 15.63
0.00 0.00
0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 645.09 Br./m3 C= Equipment Unit Cost : 323.21 Br./m3
Admixer lit 8.00 40.00 320.00 Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 968.30 Birr/m3
Overhead Cost: 10% 96.83 "
Profit Cost: 10% 106.51 "
Total Unit Cost : 1171.65 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.5 ) C-30 Concrete (Mechanical Mix) 1:2:3 Footing,Beam and slab EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1171.65 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 4.20 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.52 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.78 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63
0.00 0.00
0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 645.09 Br./m 3
C= Equipment Unit Cost : 323.21 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 968.30 Birr/m3
Overhead Cost: 10% 96.83 "
Profit Cost: 10% 106.51 "
Total Unit Cost : 1171.65 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.125 m3 / hr.
WORK ITEM: ( 4.5 ) C-30 Concrete (Mechanical Mix) 1:2:3 Column and shear wall EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1458.05 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 4.20 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.52 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.78 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63
0.00
0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 802.78 Br./m3 C= Equipment Unit Cost : 402.22 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1205.00 Birr/m3
Overhead Cost: 10% 120.50 "
Profit Cost: 10% 132.55 "

Page 55
 Total Unit Cost : 1458.05 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.25 m3 / hr.
WORK ITEM: ( 4.6 ) C-25 Concrete (Mechanical Mix) 1:2:3 with admixture EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1699.45 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.78 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
Admixer lit 8.00 40.00 320.00 Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 320.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 320.00 Birr/m 3

B=Manpower Unit Cost 722.50 Br./m 3
C= Equipment Unit Cost : 362.00 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1404.50 Birr/m3
Overhead Cost: 10% 140.45 "
Profit Cost: 10% 154.50 "
Total Unit Cost : 1699.45 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.25 m3 / hr.
WORK ITEM: ( 4.6 ) C-25 Concrete (Mechanical Mix) 1:2:3 Footing,Beam and slab EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1312.25 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.78 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00 0.00
0.00 0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 722.50 Br./m3 C= Equipment Unit Cost : 362.00 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1084.50 Birr/m3
Overhead Cost: 10% 108.45 "
Profit Cost: 10% 119.30 "
Total Unit Cost : 1312.25 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1 m3 / hr.
WORK ITEM: ( 4.6 ) C-25 Concrete (Mechanical Mix) 1:2:3 Column and shear wall EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1m 3
Super structure RESULT: 1640.31 Birr/m 3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.78 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75

Page 57
 0.00 Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00 0.00
0.00 0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 903.13 Br./m3 C= Equipment Unit Cost : 452.50 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1355.63 Birr/m3
Overhead Cost: 10% 135.56 "
Profit Cost: 10% 149.12 "
Total Unit Cost : 1640.31 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 0.875 m3 / hr.
WORK ITEM: ( 4.6 ) C-25 Concrete (Mechanical Mix) 1:2:3 Stair case EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1874.64 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 3.78 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00 0.00
0.00 0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 1032.14 Br./m 3
C= Equipment Unit Cost : 517.14 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1549.29 Birr/m3
Overhead Cost: 10% 154.93 "
Profit Cost: 10% 170.42 "
Total Unit Cost : 1874.64 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.25 m3 / hr.
WORK ITEM: ( 4.6 ) C-30 Concrete (Mechanical Mix) 1:2:3 with admixture EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1312.25 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 4.20 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
Admixture lit 8.00 0.00 0.00 Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00 0.00
0.00 0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 722.50 Br./m 3
C= Equipment Unit Cost : 362.00 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1084.50 Birr/m3
Overhead Cost: 10% 108.45 "
Profit Cost: 10% 119.30 "
Total Unit Cost : 1312.25 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.25 m3 / hr.
WORK ITEM: ( 4.6 ) C-30 Concrete (Mechanical Mix) 1:2:3 Beam & slab EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1m 3
Super structure RESULT: 1312.25 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 4.20 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 722.50 Br./m3 C= Equipment Unit Cost : 362.00 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1084.50 Birr/m3
Overhead Cost: 10% 108.45 "
Profit Cost: 10% 119.30 "
Total Unit Cost : 1312.25 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1 m3 / hr.
WORK ITEM: ( 4.6 ) C-30 Concrete (Mechanical Mix) 1:2:3 Column & shear wall EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1640.31 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 4.20 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 903.13 Br./m 3
C= Equipment Unit Cost : 452.50 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1355.63 Birr/m3
Overhead Cost: 10% 135.56 "
Profit Cost: 10% 149.12 "
Total Unit Cost : 1640.31 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 0.875 m3 / hr.
WORK ITEM: ( 4.6 ) C-30 Concrete (Mechanical Mix) 1:2:3 Staircase EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1874.64 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 4.20 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00

Page 59
 Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 1032.14 Br./m 3
C= Equipment Unit Cost : 517.14 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1549.29 Birr/m3
Overhead Cost: 10% 154.93 "
Profit Cost: 10% 170.42 "
Total Unit Cost : 1874.64 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.25 m3 / hr.
WORK ITEM: ( 4.6 ) C-40 Concrete (Mechanical Mix) 1:2:3 with admixture EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1312.25 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 5.04 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
Admixture lit 8.00 0.00 0.00 Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 722.50 Br./m 3
C= Equipment Unit Cost : 362.00 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1084.50 Birr/m3
Overhead Cost: 10% 108.45 "
Profit Cost: 10% 119.30 "
Total Unit Cost : 1312.25 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.25 m3 / hr.
WORK ITEM: ( 4.6 ) C-40 Concrete (Mechanical Mix) 1:2:3 Beam & slab EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1312.25 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 5.04 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 722.50 Br./m3 C= Equipment Unit Cost : 362.00 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1084.50 Birr/m3
Overhead Cost: 10% 108.45 "
 Profit Cost: 10% 119.30 "
Total Unit Cost : 1312.25 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1 m3 / hr.
WORK ITEM: ( 4.6 ) C-40 Concrete (Mechanical Mix) 1:2:3 Column & shear wall EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1640.31 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 5.04 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 903.13 Br./m 3
C= Equipment Unit Cost : 452.50 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1355.63 Birr/m3
Overhead Cost: 10% 135.56 "
Profit Cost: 10% 149.12 "
Total Unit Cost : 1640.31 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 0.875 m3 / hr.
WORK ITEM: ( 4.6 ) C-40 Concrete (Mechanical Mix) 1:2:3 Staircase EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1788.21 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 5.04 0.00 0.00 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.55 0.00 0.00 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.82 0.00 0.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 0.00 0.00 D/L 21.00 1.00 31.25 656.25
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 0.00 Total (1:02) 840.63 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 960.71 Br./m 3
C= Equipment Unit Cost : 517.14 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1477.86 Birr/m3
Overhead Cost: 10% 147.79 "
Profit Cost: 10% 162.56 "
Total Unit Cost : 1788.21 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.7 ) C-15 Concrete (Mechanical Mix) 1:2:4 EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 6750.21 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Page 61
 ** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement OPC Qnt. 2.94 1130.43 3323.48 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.45 625.00 281.25 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.90 750.00 675.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 50.00 10.65 D/L 23.00 1.00 31.25 718.75
Admixer lit 8.00 40.00 320.00 Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 4610.38 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 4610.38 Birr/m3 B=Manpower Unit Cost 645.09 Br./m3 C= Equipment Unit Cost : 323.21 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 5578.68 Birr/m3
Overhead Cost: 10% 557.87 "
Profit Cost: 10% 613.66 "
Total Unit Cost : 6750.21 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR Cyclon concrete 4099.52 Birr/m3
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.7 ) C-15 Concrete (Mechanical Mix) 1:2:4 Footing,Beam and slab EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 6363.01 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 2.94 1130.43 3323.48 Foreman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.45 625.00 281.25 Mason I 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.90 750.00 675.00 Gang Lead 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.21 50.00 10.65 D/L 23.00 1.00 31.25 718.75
0.00 Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00 0.00
0.00 0.00 0.00
Total (1:-01) 4290.38 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 4290.38 Birr/m3 B=Manpower Unit Cost 645.09 Br./m3 C= Equipment Unit Cost : 323.21 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 5258.68 Birr/m3
Overhead Cost: 10% 525.87 "
Profit Cost: 10% 578.46 "
Total Unit Cost : 6363.01 Birr/m3
Remark ________________________________________________________ 954.450752562112
UF: UTILIZATION FACTOR Cyclon concrete 4353.84 Birr/m3
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 63
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.125 m3 / hr.
WORK ITEM: ( 4.3 ) C-15 Concrete (Mechanical Mix) 1:2:4 Column and shear wall EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 6650.44 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement(ppc) Qnt. 2.94 1130.43 3323.48 Forman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.45 625.00 281.25 Mason 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m 3
0.90 750.00 675.00 G.Chief 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.23 50.00 11.50 DL 23.00 1.00 31.25 718.75
40.00 0.00 Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 4291.23 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 4291.23 Birr/m3 B=Manpower Unit Cost 802.78 Br./m3 C= Equipment Unit Cost : 402.22 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 5496.23 Birr/m3 1205.00
Overhead Cost: 10% 549.62 "
Profit Cost: 10% 604.59 "
Total Unit Cost : 6650.44 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1 m3 / hr.
WORK ITEM: ( 4.3 ) C-15 Concrete (Mechanical Mix) 1:2:4 Stair case EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1626.76 Birr/m 3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement(ppc) Qnt. 2.94 0.00 0.00 Forman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.47 0.00 0.00 Mason 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.95 0.00 0.00 G.Chief 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.23 0.00 0.00 DL 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 903.13 Br./m 3
C= Equipment Unit Cost : 452.50 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1355.63 Birr/m3 1355.63
Overhead Cost: 10% 135.56 "
Profit Cost: 10% 135.56 "
Total Unit Cost : 1626.76 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.8 ) C-20 Concrete (Mechanical Mix) 1:2:3 with admixture EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 7325.72 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement(ppc) Qnt. 3.36 1130.43 3798.26 Forman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.45 625.00 281.25 Mason 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m 3
0.90 750.00 675.00 G.Chief 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.23 50.00 11.50 DL 23.00 1.00 31.25 718.75
Admixer lit 8.00 40.00 320.00 Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 5086.01 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 5086.01 Birr/m3 B=Manpower Unit Cost 645.09 Br./m3 C= Equipment Unit Cost : 323.21 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 6054.32 Birr/m3 968.31
Overhead Cost: 10% 605.43 "
Profit Cost: 10% 665.97 "
Total Unit Cost : 7325.72 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.4 m3 / hr.
WORK ITEM: ( 4.8 ) C-20 Concrete (Mechanical Mix) 1:2:3 Footing ,Beam and slab EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 6938.52 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement(ppc) Qnt. 3.36 1130.43 3798.26 Forman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.45 625.00 281.25 Mason 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.90 750.00 675.00 G.Chief 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.23 50.00 11.50 DL 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 4766.01 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 4766.01 Birr/m3 B=Manpower Unit Cost 645.09 Br./m3 C= Equipment Unit Cost : 323.21 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 5734.32 Birr/m3 968.31
Overhead Cost: 10% 573.43 "
Profit Cost: 10% 630.77 "
Total Unit Cost : 6938.52 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.125 m3 / hr.
WORK ITEM: ( 4.8 ) C-20 Concrete (Mechanical Mix) 1:2:3 Column ,shear wall EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 7224.93 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement(ppc) Qnt. 3.36 1130.43 3798.26 Forman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.45 625.00 281.25 Mason 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m 3
0.90 750.00 675.00 G.Chief 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.23 50.00 11.50 DL 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 4766.01 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 4766.01 Birr/m3 B=Manpower Unit Cost 802.78 Br./m3 C= Equipment Unit Cost : 402.22 Br./m3
Total of (1:02) Total of (1:03)

Page 65
 Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 5971.01 Birr/m3 1205.00
Overhead Cost: 10% 597.10 "
Profit Cost: 10% 656.81 "
Total Unit Cost : 7224.93 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1 m3 / hr.
WORK ITEM: ( 4.8 ) C-20 Concrete (Mechanical Mix) 1:2:3 Stair case EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1626.76 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement(ppc) Qnt. 3.36 0.00 Forman 1.00 0.10 62.50 6.25 Mixer 1.00 250.00 250.00
Sand m3 0.45 0.00 0.00 Mason 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.90 0.00 0.00 G.Chief 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.23 0.00 0.00 DL 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 452.50

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 903.13 Br./m 3
C= Equipment Unit Cost : 452.50 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1355.63 Birr/m3 1355.63
Overhead Cost: 10% 135.56 "
Profit Cost: 10% 135.56 "
Total Unit Cost : 1626.76 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.9 ) C-25 Concrete (Mechanical Mix) 1:2:3 with admixture EQUIPEMENT: Truck Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 7741.11 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement (OPC) Qnt. 3.78 1130.43 4273.04 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.45 625.00 281.25 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.90 750.00 675.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.23 50.00 11.50 Crane 1.00 1700.00 1700.00
Admixer lit 8.00 40.00 320.00 Dumper 0.20 120.00 24.00
3024.00
727.58
Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 5560.79 Total (1:02) 256.25 Total (1:03) 775.17

A= Materials Unit Cost 5,560.79 Birr/m3 B=Manpower Unit Cost 61.65 Br./m3 C= Equipment Unit Cost : 775.17 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 6397.61 Birr/m3 836.82
Overhead Cost: 10% 639.76 "
Profit Cost: 10% 703.74 "
Total Unit Cost : 7741.11 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.9 ) C-25 Concrete (Mechanical Mix) 1:2:3 Footing, beam & slab EQUIPEMENT: Truck Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1012.55 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement (OPC) Qnt. 3.78 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m 3
0.45 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.90 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.22 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
727.58
Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 775.17

A= Materials Unit Cost - Birr/m3 B=Manpower Unit Cost 61.65 Br./m3 C= Equipment Unit Cost : 775.17 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 836.82 Birr/m3 836.82
Overhead Cost: 10% 83.68 "
Profit Cost: 10% 92.05 "
Total Unit Cost : 1012.55 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.50 m3 / hr. placing
WORK ITEM: ( 4.9 ) C-25 Concrete (Mechanical Mix) 1:2:3 Column , shear wall EQUIPEMENT: Truck Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1191.61 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Page 67
 ** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement (OPC) Qnt. 3.78 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.45 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.90 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.23 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
864.00
Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 911.59

A= Materials Unit Cost - Birr/m3 B=Manpower Unit Cost 73.21 Br./m3 C= Equipment Unit Cost : 911.59 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 984.80 Birr/m3 984.80
Overhead Cost: 10% 98.48 "
Profit Cost: 10% 108.33 "
Total Unit Cost : 1191.61 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.28 m3 / hr. placing
WORK ITEM: ( 4.9 ) C-25 Concrete (Mechanical Mix) 1:2:3 Stair case EQUIPEMENT: Truck Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1268.17 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement (OPC) Qnt. 3.78 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.45 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.90 0.00 0.00 DL 7.00 1.00 31.25 218.75 Tools 6.00 5.00 30.00
Water m3 0.22 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
921.60
Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 0.00 Total (1:02) 287.50 Total (1:03) 969.19

A= Materials Unit Cost - Birr/m3 B=Manpower Unit Cost 87.62 Br./m3 C= Equipment Unit Cost : 969.19 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1056.81 Birr/m3 1056.81
Overhead Cost: 10% 105.68 "
Profit Cost: 10% 105.68 "
Total Unit Cost : 1268.17 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 5 m3 / hr. placing
WORK ITEM: ( 4.9 ) C-25 Concrete (Mechanical Mix) 1:2:3 Column , shear wall EQUIPEMENT: Truck Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 862.49 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement (OPC) Qnt. 3.78 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.45 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.90 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.23 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
618.72
 Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 666.31

A= Materials Unit Cost - Birr/m

3
B=Manpower Unit Cost 52.43 Br./m
3
C= Equipment Unit Cost : 666.31 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 718.74 Birr/m3 718.74
Overhead Cost: 10% 71.87 "
Profit Cost: 10% 71.87 "
Total Unit Cost : 862.49 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 69
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK (4.10 ) C-30 Concrete (Mechanical Mix) 1:2:3 with admixture EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1012.55 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement (OPC) Qnt. 4.20 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.45 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.90 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Admixer lit 8.00 0.00 0.00 Dumper 0.20 120.00 24.00
0.00 3024.00
727.58
Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 775.17

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 61.65 Br./m3 C= Equipment Unit Cost : 775.17 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 836.82 Birr/m3 836.82
Overhead Cost: 10% 83.68 "
Profit Cost: 10% 92.05 "
Total Unit Cost : 1012.55 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.11 ) C-30 Concrete (Mechanical Mix) 1:2:3 Footing ,Beam and slab EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1012.55 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement (OPC) Qnt. 4.20 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.45 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.90 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
727.58
Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 775.17

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 61.65 Br./m3 C= Equipment Unit Cost : 775.17 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 836.82 Birr/m3 836.82
Overhead Cost: 10% 83.68 "
Profit Cost: 10% 92.05 "
Total Unit Cost : 1012.55 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 71
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.50 m3 / hr. placing
4.12 C-30 Concrete (Mechanical Mix) 1:2: Column ,shear wall EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Sub structure RESULT: 1191.61 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement (OPC) Qnt. 4.20 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.45 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.90 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
864.00
Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 911.59

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 73.21 Br./m3 C= Equipment Unit Cost : 911.59 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 984.80 Birr/m3 984.80
Overhead Cost: 10% 98.48 "
Profit Cost: 10% 108.33 "
Total Unit Cost : 1191.61 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.13) C-25 Concrete (Mechanical Mix) 1:2:3 with admixture EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 690.45 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 3.78 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 591.88 887.82
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.22 0.00 0.00 Crane 1.00 804.48 804.48
Admixer lit 8.00 0.00 0.00 Dumper 0.20 101.48 20.30
1917.60
461.38
Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 508.96

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 61.65 Br./m3 C= Equipment Unit Cost : 508.96 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 570.62 Birr/m3
Overhead Cost: 10% 57.06 "
Profit Cost: 10% 62.77 "
Total Unit Cost : 690.45 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.13) C-25 Concrete (Mechanical Mix) 1:2:3 Footing, beam & slab EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 690.45 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 3.78 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 591.88 887.82
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.23 0.00 0.00 Crane 1.00 804.48 804.48
Dumper 0.20 101.48 20.30
1917.60
461.38
Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 508.96

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 61.65 Br./m 3
C= Equipment Unit Cost : 508.96 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 570.62 Birr/m3
Overhead Cost: 10% 57.06 "
Profit Cost: 10% 62.77 "
Total Unit Cost : 690.45 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 73
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.74 m3 / hr. placing
WORK ITEM: ( 4.13) C-25 Concrete (Mechanical Mix) 1:2:3 Column &shear wall EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 760.77 Birr/m 3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 3.78 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 591.88 887.82
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.23 0.00 0.00 Crane 1.00 804.48 804.48
Admixer lit 8.00 0.00 0.00 Dumper 0.20 101.48 20.30
1917.60
512.64
Batching plant 1.00 1142.08 1142.08
47.59

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 560.23

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 68.50 Br./m3 C= Equipment Unit Cost : 560.23 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 628.73 Birr/m3
Overhead Cost: 10% 62.87 "
Profit Cost: 10% 69.16 "
Total Unit Cost : 760.77 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.14 ) C-30 Concrete (Mechanical Mix) 1:2:3 Beam and slab EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 954.97 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 4.20 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
727.58
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 727.58

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 61.65 Br./m 3
C= Equipment Unit Cost : 727.58 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 789.23 Birr/m3
Overhead Cost: 10% 78.92 "
Profit Cost: 10% 86.82 "
Total Unit Cost : 954.97 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 75
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.50 m3 / hr. placing
WORK ITEM: ( 4.15 ) C-30 Concrete (Mechanical Mix) 1:2:3 COLUMN and SHEAR WALL EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1134.03 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 4.20 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
864.00
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 864.00

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 73.21 Br./m 3
C= Equipment Unit Cost : 864.00 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 937.21 Birr/m3
Overhead Cost: 10% 93.72 "
Profit Cost: 10% 103.09 "
Total Unit Cost : 1134.03 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.28 m3 / hr. placing
WORK ITEM: ( 4.15 ) C-30 Concrete (Mechanical Mix) 1:2:3 For staircase EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1209.63 Birr/m 3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 4.20 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
921.60
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 921.60

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 78.10 Br./m3 C= Equipment Unit Cost : 921.60 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 999.70 Birr/m3
Overhead Cost: 10% 99.97 "
Profit Cost: 10% 109.97 "
Total Unit Cost : 1209.63 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.16 ) C-30 Concrete (Mechanical Mix) 1:2:3 with admixture EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1349.12 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 4.20 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 8.00 1.00 31.25 250.00 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Admixer lit 8.00 40.00 320.00 Dumper 0.20 120.00 24.00
3024.00
727.58
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 320.00 Total (1:02) 318.75 Total (1:03) 727.58

A= Materials Unit Cost 320.00 Birr/m 3

B=Manpower Unit Cost 76.69 Br./m 3
C= Equipment Unit Cost : 727.58 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 1124.27 Birr/m3
Overhead Cost: 10% 112.43 "
Profit Cost: 10% 112.43 "
Total Unit Cost : 1349.12 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 77
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.17 ) C-40 Concrete (Mechanical Mix) 1:2:3 Admixer EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 954.97 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 5.04 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Admixer lit 8.00 0.00 0.00 Dumper 0.20 120.00 24.00
3024.00
727.58
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 727.58

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 61.65 Br./m 3
C= Equipment Unit Cost : 727.58 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 789.23 Birr/m3
Overhead Cost: 10% 78.92 "
Profit Cost: 10% 86.82 "
Total Unit Cost : 954.97 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.17 ) C-40 Concrete (Mechanical Mix) 1:2:3 Beam and slab EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 954.97 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 5.04 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
727.58
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 727.58

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 61.65 Br./m3 C= Equipment Unit Cost : 727.58 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 789.23 Birr/m3
Overhead Cost: 10% 78.92 "
Profit Cost: 10% 86.82 "
Total Unit Cost : 954.97 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.50 m3 / hr. placing
WORK ITEM: ( 4.17 ) C-40 Concrete (Mechanical Mix) 1:2:3 Column &shear wall EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1134.03 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 5.04 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
864.00
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 864.00

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 73.21 Br./m 3
C= Equipment Unit Cost : 864.00 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 937.21 Birr/m3
Overhead Cost: 10% 93.72 "
Profit Cost: 10% 103.09 "
Total Unit Cost : 1134.03 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.28 m3 / hr. placing
WORK ITEM: ( 4.17 ) C-40 Concrete (Mechanical Mix) 1:2:3 Stair case EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1209.63 Birr/m 3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 5.04 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.30 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
921.60
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 921.60

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 78.10 Br./m3 C= Equipment Unit Cost : 921.60 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 999.70 Birr/m3
Overhead Cost: 10% 99.97 "
Profit Cost: 10% 109.97 "
Total Unit Cost : 1209.63 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 79
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.18 ) C-20 Concrete (Mechanical Mix) 1:2:3 Admixer EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 134.28 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 3.36 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 0.00 0.00
Sand m3 0.56 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.22 0.00 0.00 Crane 1.00 0.00 0.00
Admixer lit 8.00 0.00 0.00 Dumper 0.20 0.00 0.00
205.00
49.32
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 49.32

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 61.65 Br./m3 C= Equipment Unit Cost : 49.32 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 110.98 Birr/m3
Overhead Cost: 10% 11.10 "
Profit Cost: 10% 12.21 "
Total Unit Cost : 134.28 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 4.16 m3 / hr. placing
WORK ITEM: ( 4.18 ) C-20 Concrete (Mechanical Mix) 1:2:3 Beam and slab EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 954.97 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 3.36 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.22 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
727.58
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 727.58

A= Materials Unit Cost 0.00 Birr/m 3

B=Manpower Unit Cost 61.65 Br./m 3
C= Equipment Unit Cost : 727.58 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 789.23 Birr/m3
Overhead Cost: 10% 78.92 "
Profit Cost: 10% 86.82 "
Total Unit Cost : 954.97 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.50 m3 / hr. placing
WORK ITEM: ( 4.18 ) C-20 Concrete (Mechanical Mix) 1:2:3 Column &shear wall EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1134.03 Birr/m 3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 3.36 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.22 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
864.00
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 864.00

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 73.21 Br./m3 C= Equipment Unit Cost : 864.00 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 937.21 Birr/m3
Overhead Cost: 10% 93.72 "
Profit Cost: 10% 103.09 "
Total Unit Cost : 1134.03 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 3.28 m3 / hr. placing
WORK ITEM: ( 4.18 ) C-20 Concrete (Mechanical Mix) 1:2:3 Stair case EQUIPEMENT: Mixer & Vibrator 24 m3 / hr. production
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 1209.63 Birr/m 3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. 11 Cost
Cement (OPC) Qnt. 3.36 0.00 Forman 1.00 0.10 62.50 6.25 Truck mixer 1.50 730.00 1095.00
Sand m3 0.55 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 Vibrator 2.00 87.50 175.00
Gravel (02) m3 0.82 0.00 0.00 DL 6.00 1.00 31.25 187.50 Tools 6.00 5.00 30.00
Water m3 0.22 0.00 0.00 Crane 1.00 1700.00 1700.00
Dumper 0.20 120.00 24.00
3024.00
921.60
Batching plant 1.00 0.00 0.00
0.00

Total (1:-01) 0.00 Total (1:02) 256.25 Total (1:03) 921.60

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 78.10 Br./m3 C= Equipment Unit Cost : 921.60 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 999.70 Birr/m3
Overhead Cost: 10% 99.97 "
Profit Cost: 10% 109.97 "
Total Unit Cost : 1209.63 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Total (1:-01) #REF! Total (1:02) #REF! Total (1:03) #REF!

A= Materials Unit Cost #REF! Birr/m3 B=Manpower Unit Cost #REF! Br./m3 C= Equipment Unit Cost #REF! Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________ #REF!
Direct Cost of work item = A+B+C = #REF! Birr/m2
Overhead Cost: 10% #REF! "
Profit Cost: 10% #REF! "
Total Unit Cost : #REF! Birr/m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 81
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.00 m3 / hr.
WORK ITEM: (4.20 ) C-25 Concrete Slab 6 cm. thick Ribbed slab WITH 80X240MM rib (Mech. Mix) 1:2:3 EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1m 3
RESULT: 160.54 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour byTrade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement (OPC) Qnt. 0.45 0.00 Forman 1.00 0.10 62.50 6.25 Mixer 1.00 0.00 0.00
Sand m3 0.05 0.00 0.00 Mason 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.08 0.00 0.00 Carpenter 1.00 0.25 62.50 15.63 Tools 23.00 5.00 115.00
Water m3 0.02 0.00 0.00 DL 23.00 1.00 31.25 718.75
Ribbed Block Pc 13.00 0.00 0.00 G.Chief 1.00 1.00 37.50 37.50

0.00

Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 202.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 903.13 Br./m3 C= Equipment Unit Cost 202.50 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________ 132.68
Direct Cost of work item = A+B+C = 132.68 Birr/m2
Overhead Cost: 10% 13.27 "
Profit Cost: 10% 14.59 "
Total Unit Cost : 160.54 Birr/m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.00 m3 / hr.
WORK ITEM: ( 4.21) C-25 Concrete Slab 12 cm. thick Ribbed slab WITH 80X180MM rib (Mech. Mix) 1:2:3 EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 RESULT: 193.98 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour byTrade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement (OPC) Qnt. 0.55 0.00 Forman 1.00 0.10 62.50 6.25 Mixer 1.00 0.00 0.00
Sand m3 0.05 0.00 0.00 Mason 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.08 0.00 0.00 Carpenter 1.00 0.25 62.50 15.63 Tools 23.00 5.00 115.00
Water m3 0.02 0.00 0.00 DL 23.00 1.00 31.25 718.75
Ribbed Block Pc 13.00 0.00 0.00 G.Chief 1.00 1.00 37.50 37.50

0.00

Total (1:-01) 0.00 Total (1:02) 903.13 Total (1:03) 202.50

A= Materials Unit Cost 0.00 Birr/m3 B=Manpower Unit Cost 903.13 Br./m3 C= Equipment Unit Cost 202.50 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________ 160.32
Direct Cost of work item = A+B+C = 160.32 Birr/m2
Overhead Cost: 10% 16.03 "
Profit Cost: 10% 17.63 "
Total Unit Cost : 193.98 Birr/m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 83
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: Mortar production (1:3) LABOUR HOURLY OUTPUT: 0.5 m3/hr.
WORK ITEM : ( 4.22 ) Mortar production (1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 680.63 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Hourly RentalCost
Cement(opc) Qnt. 4.50 0.00 0.00 D/L 1 1 31.25 31.25 mortar mixer 250 lit 1 250.00 250
Sand m3 0.99 0.00 0.00
water m3 0.20 0.00 0.00

Total (1:-01) 0.00 Total (1:02) 31.25 Total (1:03) 250

A= Material unit cost 0.00 Birr/m3 B=Manpower Unit Cost 62.50 Birr/m3 C=Equipment Unit Cost 500.00 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 562.50 Birr/m3
Overhead Cost : 10% 56.25 "
Profit Cost: 10% 61.88 "
Total Unit Cost : 680.63 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.125 m3 / hr.
WORK ITEM: ( 4.23 ) Light Weight Concrete 1:2:5 EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: 5834.22 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Cost
Cement PPC Qnt. 2.52 1130.43 2848.70 Forman 1.00 0.10 62.50 6.25 Mixer 1.00 0.00 0.00
Sand m3 0.39 625.00 242.81 mason 2.00 1.00 62.50 125.00 Vibrator 1.00 87.50 87.50
Gravel (02) m3 0.98 750.00 732.38 G.Chief 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.30 50.00 15.00 DL 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 3838.89 Total (1:02) 903.13 92.50 202.50

A= Materials Unit Cost 3838.89 Birr/m 3

B=Manpower Unit Cost 802.78 Br./m 3
C= Equipment Unit Cost : 180.00 Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = 4821.67 Birr/m3
Overhead Cost: 10% 482.17 "
Profit Cost: 10% 530.38 "
Total Unit Cost : 5834.22 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.

Page 85
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: LABOUR HOURLY OUTPUT: m2/hr.
WORK ITEM: (4.24) 4mm thick approved quality EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 0.00 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
4mm Water Proofing M2 1.00 0.00 0.00

Total (1:-01) 0.00 Total ( 1:02 ) 0.00 Total (1:03) 0.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 0.00 Birr/m2 C=Equipment Unit Cost 0.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 0.00 Birr/m2
Over head cost : 10% 0.00 "
Profit Cost: 10% 0.00 "
` Total Unit Cost : 0.00 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: LABOUR HOURLY OUTPUT: m2/hr.
WORK ITEM: (4.25) Xypex EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 0.00 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
xypex water proofing M2 1.05 0.00 0.00

Total (1:-01) 0.00 Total ( 1:02 ) 0.00 Total (1:03) 0.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 0.00 Birr/m2 C=Equipment Unit Cost 0.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 0.00 Birr/m2
Over head cost : 10% 0.00 "
Profit Cost: 10% 0.00 "
` Total Unit Cost : 0.00 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 87
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: LABOUR HOURLY OUTPUT: 1.00 m2/hr.
WORK ITEM: (4.26) PVC EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 652.80 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
pVC M 1.00 544.00 544.00
bracket M 1.00 0.00

Total (1:-01) 544.00 Total ( 1:02 ) 0.00 Total (1:03) 0.00

A= Materials Unit Cost 544.00 Birr/m2 B= Manpower Unit Cost 0.00 Birr/m2 C=Equipment Unit Cost 0.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 544.00 Birr/m2
Over head cost : 0.10 54.40 "
Profit Cost: 0.10 54.40 "
` Total Unit Cost : 652.80 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FORM WORKS LABOUR HOURLY OUTPUT: 0.55 m2/hr.
WORK ITEM: ( 4.27) For Beam, Footing & Column.sub structure EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 644.82 Birr/m2
3 degree of frequency
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Wooden form work M2 1.05 150.00 157.50 Forman 1.00 0.17 62.50 10.42 Tools 1.00 5.00 5.00
40 x 50 cm. battens M 0.80 577.00 461.60 Carpenter 1.00 1.00 62.50 62.50 Cranes 0.01 1700.00 13.60
Eucalyptus M 1.00 30.00 30.00 Ass.Carpenter 1.00 1.00 43.75 43.75
Nails Kg 0.30 181.60 54.48 DL 1.00 1.00 31.25 31.25
Mould Oil Lit. 0.05 4.00 0.18

Total (1:-01) 703.76 Total (1:02) 147.92 Total (1:03) 18.60

A= Materials Unit Cost 234.59 Birr/m2 B= Manpower Unit Cost 268.95 Birr/m2 C=Equipment Unit Cost 33.82 Birr/m2
degree of frequency 1 times Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 537.35 Birr/m2 302.76
Over h Over head cost : 10% 53.74 Birr/m2
Profit Cost: 10% 53.74 Birr/m2
Total uniTotal Unit Cost : 644.82 Birr/m2
Remark _______________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FORM WORK LABOUR HOURLY OUTPUT: 0.5 m2/hr.
WORK ITEM: ( 4.28 ) For Super structure column ,Floor beam & slab EQUIPEMENT:
TOTAL QUANTITY OF WORK ITEM : 1 m2 RESULT: 425.36 Birr/m2
3 degree of frequency
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Wooden form work M2 1.05 0.00 Forman 1.00 0.17 62.50 10.44 Tools 1.00 5.00 5.00
50 x 70 cm battens M 0.30 19.33 5.80 Carpenter 1.00 1.00 62.50 62.50 Cranes 0.01 1700.00 13.60
Strut 0 60 mm M 1.50 0.00 0.00 Ass.Carpenter 1.00 1.00 43.75 43.75
Nails Kg 0.30 165.22 49.57 DL 1.00 1.00 31.25 31.25
Mould Oil Lit. 0.05 0.00

Total (1:-01) 55.37 Total (1:02) 147.94 Total (1:03) 18.60

A= Materials Unit Cost 18.46 Birr/m 2

B= Manpower Unit Cost 295.88 Birr/m2
C=Equipment Unit Cost 37.20 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 351.54 Birr/m2
Over head cost : 10% 35.15 Birr/m2
Profit Cost: 10% 38.67 Birr/m2
Total Unit Cost : 425.36 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 89
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FORM WORK LABOUR HOURLY OUTPUT: 0.38 m2/hr.
WORK ITEM: ( 4.29 ) .Fair Faced Form work EQUIPEMENT:
TOTAL QUANTITY OF WORK ITEM : 1 m2 RESULT: 470.29 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
High Quality Play wood M2 1.02 0.00 0.00 Forman 1.00 0.17 62.50 10.63 Tools 1.00 5.00 5.00
50 x 70 cm battens M 0.15 19.33 2.90 Carpenter 1.00 1.00 62.50 62.50 Cranes 0.01 1700.00 13.60
Strut 0 60 mm M 1.50 0.00 0.00 DL 1.00 1.00 31.25 31.25
Nails Kg 0.35 165.22 57.83
Mould Oil Lit. 0.05 0.00 0.00

Total (1:-01) 60.73 Total (1:02) 104.38 Total (1:03) 18.60

A= Materials Unit Cost 60.73 Birr/m2 B= Manpower Unit Cost 278.35 Birr/m2 C=Equipment Unit Cost 49.60 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 388.67 Birr/m2
Over head cost : 10% 38.87 Birr/m2
Profit Cost: 10% 42.75 Birr/m2
Total Unit Cost : 470.29 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 27.5 kg/hr.
WORK ITEM: ( 4.30) dia. 6,8 & dia. 10 mm. Bars Sub structure EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 kg. RESULT: 180.09 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No.
UF Cost Hourly Cost Type of Equipment No. Rental Cost
Dim 6mm to 10mm Kg 1.05 127.00 133.35 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10
1.5 mm black anneald wire Kg 0.02 215.00 4.3 Barbender 4 1 62.50 250.00 Bar cutter 1 5.00 5
0 D/L 2 1 31.25 62.50 Bar Bending 0.25 5.00 1.25
0 0.00 Hosting Equipment 0.45 5.00 2.25
0 0.00 0
0 0.00 0
0 0.00 0
Total (1:-01) 137.65 Total (1:02) 323.13 0
0
A= Materials Unit Cost 137.65 birr/kg B= Manpower Unit Cost 11.75 Birr/kg. 0
Total of (1:02) Total (1:03) 18.50
hourly output: …………………………………… 0.67
Direct Cost of Work Item = A+B+C = 150.07 Birr/kg.
Over head cost : 10% 15.01 "
Profit Cost: 10% 15.01 "
Total Unit Cost : 180.09 Birr/kg. .
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

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 -2-
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 36.3 kg./hr
WORK ITEM: ( 4.31 ) dia. 12 - dia. 32 mm. deformed bars Sub struture EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: _ 1 kg RESULT: 175.25 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. Cost Hourly Cost Type of Equipment No. Rental Cost
Dim 12mm to 32mm Kg 1.05 126.00 132.30 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10
1.5 mm black Annealed wire " 0.02 215.00 4.30 Barbender 4 1 62.50 250.00 Bar cutter 1 5.00 5
0 D/L 2 1 31.25 62.50 Bar Bending 0.25 5.00 1.25
0 0.00 Hosting Equipment 0.56 5.00 2.80
0 0.00 0
0 0.00 0
0 0.00 0
0 0.00 0
0 0.00 0
0 0.00 0
Total (1:-01) 136.60 Total (1:02) 323.13 Total (1:03) 19.05

A= Materials Unit Cost 136.60 Birr/kg. B= Manpower Unit Cost 8.91 Birr/kg. C= Equipment Unit Cost 0.53 Birr/kg.
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: ___________
Direct Cost of Work Item = A+B+C = _ 146.04 Birr/kg.
Over head cost : 10% 14.604 "
Profit Cost: 10% 14.604 "
Total Unit Cost : 175.25 Birr/kg.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 22.2 kg/hr.
WORK ITEM: ( 4.32) dia. 6,8 & dia. 10 mm. plain bars super structer EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 kg. RESULT: 184.72 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Dim 6mm to 10mm Kg 1.05 127.00 133.35 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10
1.5 mm black anneald wire Kg 0.02 215.00 4.3 Barbender 4 1 62.50 250.00 Bar cutter 1 0 0
0 D/L 2 1 31.25 62.50 Bar Bending 0.25 0 0
0 0.00 Hosting Equipment 0.4 0 0
0 0.00 0
0 0.00 0
0 0.00 0
Total (1:-01) 137.65 Total (1:02) 323.13 0
0
A= Materials Unit Cost 137.65 birr/kg
B= Manpower Unit Cost 14.56 Birr/kg. 0
Total of (1:02) Total (1:03) 10.00
hourly output: …………………………………… 0.45
Direct Cost of Work Item = A+B+C = 152.66 Birr/kg.
Over head cost : 10% 15.27 "
Profit Cost: 10% 16.79 "
Total Unit Cost : 184.72 Birr/kg. .
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 93
 -2-
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 32.8 kg./hr
WORK ITEM: ( 4.33 ) dia. 12 - dia. 32 mm. deformed bars EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: _ 1 kg RESULT: 178.84 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. Cost Hourly Cost Type of Equipment No. Rental Cost
Dim 12mm to 32mm Kg 1.05 127.00 133.35 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10
1.5 mm black Annealed wire " 0.02 215.00 4.30 Barbender 4 1 62.50 250.00 Bar cutter 1 0 0

0 D/L 2 1 31.25 62.50 Bar Bending 0.25 0 0

0 0.00 Hosting Equipment 0.6 0 0
0 0.00 0
0 0.00 0
0 0.00 0
0 0.00 0
0 0.00 0
0 0.00 0
Total (1:-01) 137.65 Total (1:02) 323.13 Total (1:03) 10

A= Materials Unit Cost 137.65 Birr/kg. B= Manpower Unit Cost 9.85 Birr/kg. C= Equipment Unit Cost 0.30 Birr/kg.
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: ___________
Direct Cost of Work Item = A+B+C = _ 147.80 Birr/kg.
Over head cost : 10% 14.780 "
Profit Cost: 10% 16.258 "
Total Unit Cost : 178.84 Birr/kg.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 9 kg/hr.
WORK ITEM: ( 4.34) dia. 6,8 & 10 mm. bar EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 kg. RESULT: 24.25 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Dim 6mm bars Kg 1.05 0.00 Forman 1 0.17 62.50 10.63 Tools 3 5.00 15.00
1.5 mm black anneald wire " 0.02 0.00 Barbender 1 1 62.50 62.50
DL 3 1 31.25 93.75

Total (1:-01) 0.00 Total (1:02) 166.88 Total (1:03) 15

A= Materials Unit Cost 0.00 birr/kg

B= Manpower Unit Cost 18.54 Birr/kg. Equipment Unit Cost 1.67 Birr/kg.
Total of (1:02) Total of (1:03)
hourly output: Hourly output: ____________
Direct Cost of Work Item = A+B+C = 20.21 Birr/kg. 20.21
Over head cost : 10% 2.02 "
Profit Cost: 10% 2.02 "
Total Unit Cost : 24.25 Birr/kg.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 95
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 12.5 kg/hr.
WORK ITEM: ( 4.35 ) dia. 12 - dia. 32 mm. deformed bars EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 kg. RESULT: 17.46 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Dim 12 & 32mm bars kg 1.05 0.00 Forman 1 0.17 62.50 10.63 Tools 3 5.00 15.00
1.5 mm black anneald wire " 0.02 0.00 Barbender 1 1 62.50 62.50
DL 3 1 31.25 93.75

Total (1:-01) 0.00 Total (1:02) 166.88 Total (1:03) 15

A= Materials Unit Cost 0.00 birr/kg

B= Manpower Unit Cost 13.35 Birr/kg. Equipment Unit Cost 1.20 Birr/kg.
Total of (1:02) Total of (1:03)
hourly output: Hourly output: ____________
Direct Cost of Work Item = A+B+C = 14.55 Birr/kg.
Over head cost : 10% 1.46 "
Profit Cost: 10% 1.46 "
Total Unit Cost : 17.46 Birr/kg.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

3. MASONRY WORKS
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.73 m3/hr.
WORK ITEM : ( 4.36 ) 40cm. thick masonry foundation (A.G.L). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 585.57 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Mortar m3 0.35 562.50 196.88 Foreman 1 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Stone m3 1.30 0.00 0.00 Masone II 1 1 62.50 62.50
D/L 4 1 31.25 125.00

Total (1:-01) 196.88 Total (1:02) 198.13 Total (1:03) 10.00

A= Material unit cost 196.88 Birr/m3 B=Manpower Unit Cost 273.28 Birr/m3 C=Equipment Unit Cost 13.79 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 483.94 Birr/m3
Overhead Cost : 10% 48.39 "
Profit Cost: 10% 53.23 "
Total Unit Cost : 585.57 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
3. MASONRY WORKS
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.85 m3/hr.
WORK ITEM : ( 4.36 ) 50cm. thick masonry foundation (A.G.L). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 4958.43 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
sand m3
0.35 1187.50 415.63 Foreman 1 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Stone m3 1.30 1250.00 1625.00 Masone II 1 1 62.50 62.50
Cement qt 1.20 1507.00 1808.40 D/L 4 1 31.25 125.00
water m3 0.08 50.00 4.00

Total (1:-01) 3853.02 Total (1:02) 198.13 Total (1:03) 10.00

A= Material unit cost 3853.02 Birr/m 3

B=Manpower Unit Cost 233.09 Birr/m 3
C=Equipment Unit Cost 11.76 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 4097.88 Birr/m3
Overhead Cost : 10% 409.79 "
Profit Cost: 10% 450.77 "
Total Unit Cost : 4958.43 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

3. MASONRY WORKS
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.98 m3/hr.
WORK ITEM : ( 4.36 ) 60cm. thick masonry foundation (B.G.L). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 761.19 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Mortar m3 0.35 1187.50 415.63 Foreman 1 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Stone m3 1.30 0.00 0.00 Masone II 1 1 62.50 62.50
D/L 4 1 31.25 125.00

Total (1:-01) 415.63 Total (1:02) 198.13 Total (1:03) 10.00

A= Material unit cost 415.63 Birr/m3 B=Manpower Unit Cost 203.21 Birr/m3 C=Equipment Unit Cost 10.26 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 629.09 Birr/m3
Overhead Cost : 10% 62.91 "
Profit Cost: 10% 69.20 "
Total Unit Cost : 761.19 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.655 m3/hr.
WORK ITEM : ( 4.37) 40cm. thickOne Side Roughly Dressed Stone masonry (A.G.L). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 2067.13 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Hourly RentalCost
Mortar m3 0.35 1187.50 415.63 Foreman 1 0.17 62.50 10.63 Tools 2 5.00 10
Stone m3 1.30 750.00 975.00 Masone II 1 1 62.50 62.50 0
D/L 4 1 31.25 125.00 0
0.00 0
0.00 0
0.00 0

Page 97
 0.00 0
0.00 0
0.00 0
Total (1:-01) 1390.63 Total (1:02) 198.13 Total (1:03) 10

A= Material unit cost 1390.63 Birr/m3 B=Manpower Unit Cost 302.48 Birr/m3 C=Equipment Unit Cost 15.27 Birr/m3

Total of (1:02) Total of (1:03)

Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 1708.37 Birr/m3
Overhead Cost : 10% 170.84 "
Profit Cost: 10% 187.92 "
Total Unit Cost : 2067.13 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.78 m3/hr.
WORK ITEM : ( 4.37) 50cm. thickOne Side Roughly Dressed Stone masonry (A.G.L). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 2005.52 Birr/m3
** Indexed
Material Cost (1:01) Cost per Labour (1:02) Hourly Equipment Cost (1:03) Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Hourly RentalCost
Mortar m3 0.35 1187.50 415.63 Foreman 1 0.17 62.50 10.63 Tools 2 5.00 10
Stone m3 1.30 750.00 975.00 Masone II 1 1 62.50 62.50
D/L 4 1 31.25 125.00

Total (1:-01) 1390.63 Total (1:02) 198.13 Total (1:03) 10

A= Material unit cost 1390.63 Birr/m3 B=Manpower Unit Cost 254.01 Birr/m3 C=Equipment Unit Cost 12.82 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 1657.45 Birr/m3
Overhead Cost : 10% 165.75 "
Profit Cost: 10% 182.32 "
Total Unit Cost : 2005.52 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.905 m3/hr.
WORK ITEM : ( 4.37) 60cm. thickOne Side Roughly Dressed Stone masonry (A.G.L). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 781.17 Birr/m3
** Indexed
Material Cost (1:01) Cost per Labour (1:02) Hourly Equipment Cost (1:03) Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Hourly RentalCost
Mortar m3 0.35 1187.50 415.63 Foreman 1 0.17 62.50 10.63 Tools 2 5.00 10
Stone m3 1.30 0.00 0.00 Masone II 1 1 62.50 62.50
D/L 4 1 31.25 125.00

Total (1:-01) 415.63 Total (1:02) 198.13 Total (1:03) 10

A= Material unit cost 415.63 Birr/m3 B=Manpower Unit Cost 218.92 Birr/m3 C=Equipment Unit Cost 11.05 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 645.60 Birr/m3
Overhead Cost : 10% 64.56 "
Profit Cost: 10% 71.02 "
Total Unit Cost : 781.17 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 7.24 m3/hr.
WORK ITEM : ( 4.37) 60cm. thickOne Side Roughly Dressed Stone masonry (A.G.L). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 537.69 Birr/m3
** Indexed
Material Cost (1:01) Cost per Labour (1:02) Hourly Equipment Cost (1:03) Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Hourly RentalCost
Mortar m3 0.35 1187.50 415.63 Foreman 1 0.17 62.50 10.63 Tools 2 5.00 10
Stone m3 1.30 0.00 0.00 Masone II 1 1 62.50 62.50
D/L 4 1 31.25 125.00

Total (1:-01) 415.63 Total (1:02) 198.13 Total (1:03) 10

A= Material unit cost 415.63 Birr/m3 B=Manpower Unit Cost 27.37 Birr/m3 C=Equipment Unit Cost 1.38 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 444.37 Birr/m3
Overhead Cost : 10% 44.44 "
Profit Cost: 10% 48.88 "
Total Unit Cost : 537.69 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 99
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.9 m3/hr. 7.2
WORK ITEM : ( 4.38 ) 50cm. thick masonry foundation (B.G.L). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 4875.80 Birr/m 3

** Indexed
Material Cost (1:01) Cost per Labour (1:02) Hourly Equipment Cost (1:03) Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 1.15 1507.00 1733.05 Forman 1 0.17 62.50 10.63 Tools 6.00 5.00 30.00
Sand m3 0.26 1187.50 308.75 mason 2 1 62.50 125.00
Stone m3 1.30 1250.00 1625.00 DL 6 1 31.25 187.50
water m3 0.08 50.00 4.00

Total (1:-01) 3670.80 Total (1:02) 323.13 Total (1:03) 30.00

A= Material unit cost 3670.80 Birr/m3 B=Manpower Unit Cost 359.03 Birr/m3 C=Equipment Unit Cost 33.33 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 4063.17 Birr/m3
Over head cost : 10% 406.32 "
Profit Cost: 10% 406.32 "
Total Unit Cost : 4875.80 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.8 m3/hr.
WORK ITEM : ( 4.39 ) 40cm. thick masonry foundation (B.G.L). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 2107.11 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Hourly RentalCost
Cement Qnt. 1.15 1130.43 1300.00 Forman 1 0.17 62.50 10.63 Tools 6 5.00 30.00
Sand m3 0.26 0.00 0.00 mason 2 1 62.50 125.00
Stone m3 1.40 0.00 0.00 DL 6 1 31.25 187.50

Total (1:-01) 1300.00 Total (1:02) 323.13 Total (1:03) 30

A= Material unit cost 1300.00 Birr/m3 B=Manpower Unit Cost 403.91 Birr/m3 C=Equipment Unit Cost 37.50 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 1741.41 Birr/m3
Over head cost : 10% 174.14 "
Profit Cost: 10% 191.56 "
Total Unit Cost : 2107.11 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 101
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.45 m3/hr.
WORK ITEM: (4.40) 400mm thick Finely dressed elevation wall EQUIPEMENT: 1.5 m2/hr. POINTING
TOTAL QUANTITY OF WORK ITEM: 1m2 RESULT: 0.00 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 1.15 1130.43 1300.00 Forman 1 0.17 62.50 10.63 Tools 3 5.00 15.00
Sand m3 0.25 0.00 0.00 mason 1 1 62.50 62.50
Stone m 3
1.50 0.00 0.00 DL 3 1 31.25 93.75
Water m3 0.08 0.00 0.00 166.88
Cement ppc Qnt. 0.0126 1130.43 14.24 Plasterer 1 1 62.50 62.50
Sand m3 0.003 0.00 0.00 DL 1 1 31.25 31.25

Total (1:-01) 1314.24 Total (1:02) 93.75 Total (1:03) 15

A= Materials Unit Cost 1314.24 Br./m

3
B=Manpower Unit Cost 370.84 Br./m 3
C=Equipment Unit Cost 33.33 Br./m 3

Total of (1:02) 62.50 Total of (1:03)

Hourly Output Hourly output: __________________

Direct Cost of work item= A+B+C= 1718.42 Birr/m3

687.37 Birr/m2
Pointing Birr/m2
Stone Dressing (25pc*8.00) 0.00 "
0.00
Overhead Cost: 10% 0.00 "
Remark ________________________________________________________ Profit Cost: 10% 0.00 "
UF: UTILIZATION FACTOR Total Unit Cost : 0.00 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.45 m3/hr.
WORK ITEM: (4.41) 500mm thick Finely dressed elevation wall EQUIPEMENT: 1.5 m2/hr. POINTING
TOTAL QUANTITY OF WORK ITEM: 1m2 RESULT: 1475.37 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 1.2 1130.43 1356.52 Forman 1 0.17 62.50 10.63 Tools 3 5.00 15.00
Sand m3 0.25 0.00 0.00 mason 1 1 62.50 62.50
Stone m 3
1.70 0.00 0.00 DL 3 1 31.25 93.75
Water m3 0.08 0.00 0.00 166.88
Cement Qnt. 0.08 1130.43 90.43 Plasterer 1 1 62.50 62.50
Sand m3 0.016 0.00 0.00 DL 1 1 31.25 31.25

Total (1:-01) 1446.95 Total (1:02) 93.75 Total (1:03) 15

A= Materials Unit Cost 1446.95 Br./m 3

B=Manpower Unit Cost 370.84 Br./m 3
C=Equipment Unit Cost 33.33 Br./m 3

Total of (1:02) 62.50 Total of (1:03)

Hourly Output Hourly output: __________________

Direct Cost of work item= A+B+C= 1851.13 Birr/m3

925.56 Birr/m2
Pointing 93.75 Birr/m2
Stone Dressing (25pc*8.00) 200.00 "
1219.31
Overhead Cost: 10% 121.93 "
Remark ________________________________________________________ Profit Cost: 10% 134.12 "
UF: UTILIZATION FACTOR Total Unit Cost : 1475.37 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 103
2.WALLING
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.38 m2/hr.
WORK ITEM: ( 4.42 ) 10 cm. thick HCB Wall Both Sides Left For Plastering. CLASS C EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 165.34 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS C 10 cm. Thick HCB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar Qt. 0.009 562.50 5.18 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50 0.00
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
Total (1:-01) 5.18 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 5.18 Birr/m2 B= Manpower Unit Cost 116.32 Birr/m2 C=Equipment Unit Cost 15.16 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 136.65 Birr/m2
Over head cost : 10% 13.66 "
Profit Cost: 10% 15.03 "
Total Unit Cost : 165.34 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

2.WALLING
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.26 m2/hr.

WORK ITEM: ( 4.42 ) 10 cm. thick solidCB Wall Both Sides Left For Plastering. CLASS C EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 173.72 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS C 10 cm. Thick solidCB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar Qt. 0.009 562.50 5.18 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50 0.00
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
Total (1:-01) 5.18 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 5.18 Birr/m2 B= Manpower Unit Cost 122.44 Birr/m2 C=Equipment Unit Cost 15.96 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 143.57 Birr/m2
Over head cost : 10% 14.36 "
Profit Cost: 10% 15.79 "
Total Unit Cost : 173.72 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.14 m2/hr.
WORK ITEM: ( 4.43) 15 cm. thick HCB Wall Both Sides Left For Plastering. CLASS C EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 186.15 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS C 15 cm. Thick HCB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar Qt. 0.014 562.50 7.76 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 7.76 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 7.76 Birr/m2 B= Manpower Unit Cost 129.24 Birr/m2 C=Equipment Unit Cost 16.84 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 153.84 Birr/m2
Over head cost : 10% 15.38 "
Profit Cost: 10% 16.92 "
Total Unit Cost : 186.15 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.14 m2/hr.
WORK ITEM: ( 4.43) 15 cm. thick SolidCB Wall Both Sides Left For Plastering. CLASS C EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 829.34 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS C 15 cm. Thick HCB Pcs. 13.00 40.00 520.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar Qt. 0.014 1,400.00 19.32 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 539.32 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 539.32 Birr/m2 B= Manpower Unit Cost 129.24 Birr/m2 C=Equipment Unit Cost 16.84 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 685.40 Birr/m2
Over head cost : 10% 68.54 "
Profit Cost: 10% 75.39 "
Total Unit Cost : 829.34 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 105
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 1.90 m2/hr.
WORK ITEM: ( 4.44 ) 20 cm.thick HCB Wall Both Sides Left For Pointing CLASS C EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 211.38 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS C 20 cm. Thick HCB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar m3 0.02 562.50 10.35 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50 0.00
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 10.35 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 10.35 Birr/m2 B= Manpower Unit Cost 145.39 Birr/m2 C=Equipment Unit Cost 18.95 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 174.69 Birr/m2
Over head cost : 10% 17.47 "
Profit Cost: 10% 19.22 "
Total Unit Cost : 211.38 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
2.WALLING
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 1.66 m2/hr.
WORK ITEM: ( 4.45 ) 20 cm. thick HCB Wall Both Sides Left For Plastering. CLASS B EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 1100.02 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS B 20 cm. Thick HCB Pcs. 13.00 55.00 715.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar Qt. 0.009 1,507.00 13.86 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50 0.00
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
Total (1:-01) 728.86 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 728.86 Birr/m2 B= Manpower Unit Cost 166.17 Birr/m2 C=Equipment Unit Cost 21.65 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 916.68 Birr/m2
Over head cost : 10% 91.67 "
Profit Cost: 10% 91.67 "
Total Unit Cost : 1100.02 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
2.WALLING
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.38 m2/hr.
WORK ITEM: ( 4.42 ) 10 cm. thick HCB Wall Both Sides Left For Plastering. CLASS B EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 165.34 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS B 10 cm. Thick HCB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar Qt. 0.009 562.50 5.18 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 5.18 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 5.18 Birr/m 2

B= Manpower Unit Cost 116.32 Birr/m 2
C=Equipment Unit Cost 15.16 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 136.65 Birr/m2
Over head cost : 10% 13.66 "
Profit Cost: 10% 15.03 "
Total Unit Cost : 165.34 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
2.WALLING
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.38 m2/hr.
WORK ITEM: ( 4.42 ) 10 cm. thick SolidCB Wall Both Sides Left For Plastering. CLASS B EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 165.34 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS B 10 cm. Thick SolidCB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar Qt. 0.009 562.50 5.18 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 5.18 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 5.18 Birr/m2 B= Manpower Unit Cost 116.32 Birr/m2 C=Equipment Unit Cost 15.16 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________

Page 107
 Direct Cost of Work Item = A+B+C = 136.65 Birr/m2
Over head cost : 10% 13.66 "
Profit Cost: 10% 15.03 "
Total Unit Cost : 165.34 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.14 m2/hr.
WORK ITEM: ( 4.46 ) 15 cm. thick HCB Wall Both Sides Left For Plastering. CLASS B EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 988.42 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS B 15 cm. Thick HCB Pcs. 13.00 50.00 650.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar Qt. 0.014 1,507.00 20.80 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50 0.00
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
Total (1:-01) 670.80 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 670.80 Birr/m2 B= Manpower Unit Cost 129.24 Birr/m2 C=Equipment Unit Cost 16.84 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 816.88 Birr/m2
Over head cost : 10% 81.69 "
Profit Cost: 10% 89.86 "
Total Unit Cost : 988.42 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.14 m2/hr.
WORK ITEM: ( 4.46 ) 15 cm. thick Solid CB Wall Both Sides Left For Plastering. CLASS B EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 186.15 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS B 15 cm. Thick Solid CB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar Qt. 0.014 562.50 7.76 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 7.76 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 7.76 Birr/m2 B= Manpower Unit Cost 129.24 Birr/m2 C=Equipment Unit Cost 16.84 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 153.84 Birr/m2
Over head cost : 10% 15.38 "
Profit Cost: 10% 16.92 "
Total Unit Cost : 186.15 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 109
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 1.90 m2/hr.
WORK ITEM: ( 4.47 ) 20 cm.thick HCB Wall Both Sides Left For Pointing CLASS B EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 212.47 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS B 20 cm. Thick HCB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar m3 0.02 562.50 11.25 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 11.25 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 11.25 Birr/m2 B= Manpower Unit Cost 145.39 Birr/m2 C=Equipment Unit Cost 18.95 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 175.59 Birr/m2
Over head cost : 10% 17.56 "
Profit Cost: 10% 19.32 "
Total Unit Cost : 212.47 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 1.66 m2/hr.
WORK ITEM: ( 4.47 ) 20 cm.thick Solid CB Wall Both Sides Left For Pointing CLASS B EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 240.87 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS B 20 cm. Thick Solid CB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar m 3
0.02 562.50 11.25 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 11.25 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 11.25 Birr/m 2

B= Manpower Unit Cost 166.17 Birr/m 2
C=Equipment Unit Cost 21.65 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 199.07 Birr/m2
Over head cost : 10% 19.91 "
Profit Cost: 10% 21.90 "
Total Unit Cost : 240.87 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.38 m2/hr.
WORK ITEM: ( 4.47 ) 10 cm.thick HCB Wall Both Sides Left For Pointing CLASS A EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 172.70 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS A 10 cm. Thick HCB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar m3 0.02 562.50 11.25 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50 0.00
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 11.25 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 11.25 Birr/m2 B= Manpower Unit Cost 116.32 Birr/m2 C=Equipment Unit Cost 15.16 Birr/m2
Total of (1:02) Total of (1:03)
 Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 142.72 Birr/m2
Over head cost : 10% 14.27 "
Profit Cost: 10% 15.70 "
Total Unit Cost : 172.70 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.38 m2/hr.
WORK ITEM: ( 4.47 ) 10 cm.thick Solid CB Wall Both Sides Left For Pointing CLASS A EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 172.70 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS A 10 cm. Thick Solid CB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar m 3
0.02 562.50 11.25 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50 0.00
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 11.25 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 11.25 Birr/m 2

B= Manpower Unit Cost 116.32 Birr/m2 C=Equipment Unit Cost 15.16 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 142.72 Birr/m2
Over head cost : 10% 14.27 "
Profit Cost: 10% 15.70 "
Total Unit Cost : 172.70 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.14 m2/hr.
WORK ITEM: ( 4.47 ) 15 cm.thick HCB Wall Both Sides Left For Pointing CLASS A EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 190.37 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS A 15 cm. Thick HCB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar m3 0.02 562.50 11.25 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50 0.00
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 11.25 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 11.25 Birr/m2 B= Manpower Unit Cost 129.24 Birr/m2 C=Equipment Unit Cost 16.84 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 157.33 Birr/m2
Over head cost : 10% 15.73 "
Profit Cost: 10% 17.31 "
Total Unit Cost : 190.37 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.14 m2/hr.
WORK ITEM: ( 4.47 ) 15 cm.thick Solid CB Wall Both Sides Left For Pointing CLASS A EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 190.37 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS A 15 cm. Thick Solid CB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar m3 0.02 562.50 11.25 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00

Page 111
 D/L 2.00 1.00 31.25 62.50 0.00
Carpenter 1.00 0.25 62.50 15.63 0.00
0.00 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 11.25 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 11.25 Birr/m2 B= Manpower Unit Cost 129.24 Birr/m2 C=Equipment Unit Cost 16.84 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 157.33 Birr/m2
Over head cost : 10% 15.73 "
Profit Cost: 10% 17.31 "
Total Unit Cost : 190.37 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 1.90 m2/hr.
WORK ITEM: ( 4.47 ) 20 cm.thick HCB Wall Both Sides Left For Pointing CLASS A EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 212.47 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS A 20 cm. Thick HCB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar m 3
0.02 562.50 11.25 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 11.25 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 11.25 Birr/m 2

B= Manpower Unit Cost 145.39 Birr/m 2
C=Equipment Unit Cost 18.95 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 175.59 Birr/m2
Over head cost : 10% 17.56 "
Profit Cost: 10% 19.32 "
Total Unit Cost : 212.47 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 1.90 m2/hr.
WORK ITEM: ( 4.47 ) 20 cm.thick Solid CB Wall Both Sides Left For Pointing CLASS A EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 212.47 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
CLASS A 20 cm. Thick Solid CB Pcs. 13.00 0.00 0.00 Foreman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar m 3
0.02 562.50 11.25 Mason 3.00 1.00 62.50 187.50 Scaffolding 2.00 13.00 26.00
D/L 2.00 1.00 31.25 62.50
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) 11.25 Total ( 1:02 ) 276.25 Total (1:03) 36.00

A= Materials Unit Cost 11.25 Birr/m 2

B= Manpower Unit Cost 145.39 Birr/m 2
C=Equipment Unit Cost 18.95 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 175.59 Birr/m2
Over head cost : 10% 17.56 "
Profit Cost: 10% 19.32 "
Total Unit Cost : 212.47 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 0.38 m2/hr.
WORK ITEM: ( 4.48 ) 40 cm.thick Dressed Stone Masonry Wall one Side well dressed & the other plastered EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 1429.01 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
stone m3 0.56 0.00 0.00 Foreman 1 0.17 62.50 10.63 Tools 2.00 5.00 10.00
Mortar m3 0.16 562.50 90.00 Masone II 2 1 62.50 125.00 Scaffolding 2.00 13.00 26.00
chesilling of stone Pcs. 25.00 12.00 300.00 D/L 4 1 31.25 125.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
Total (1:-01) 390.00 Total ( 1:02 ) 260.63 Total (1:03) 36.00

A= Materials Unit Cost 390.00 Birr/m 2

B= Manpower Unit Cost 695.00 Birr/m2 C=Equipment Unit Cost 96.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 1181.00 Birr/m2
Over head cost : 10% 118.10 "
Profit Cost: 10% 129.91 "
Total Unit Cost : 1429.01 Birr/m2

UF: UTILIZATION FACTOR

*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 113
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 0.500 m2/hr.
WORK ITEM: ( 4.49) 250mm .thick Double Brick Wall EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 482.69 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Brick Pcs. 116.00 0.00 0.00 Forman 1.00 0.17 62.50 10.63 Tools 3.00 5.00 15.00
Mortar m3 0.06 562.50 35.16 Mason 1.00 1.00 62.50 62.50
DL 3.00 1.00 31.25 93.75

Total (1:-01) 35.16 Total ( 1:02 ) 166.88 Total (1:03) 15.00

A= Materials Unit Cost 35.16 Birr/m2 B= Manpower Unit Cost 333.76 Birr/m2 C=Equipment Unit Cost 30.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 398.92 Birr/m2
Over head cost : 10% 39.89 "
Profit Cost: 10% 43.88 "
Total Unit Cost : 482.69 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 0.750 m2/hr.
WORK ITEM: ( 4.50 ) 120mm .thick Brick Wall EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 311.81 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Brick Pcs. 58.00 0.00 0.00 Forman 1.00 0.17 62.50 10.63 Tools 3.00 5.00 15.00
Mortar m3 0.03 562.50 15.19 Mason 1.00 1.00 62.50 62.50
DL 3.00 1.00 31.25 93.75

Total (1:-01) 15.19 Total ( 1:02 ) 166.88 Total (1:03) 15.00

A= Materials Unit Cost 15.19 Birr/m2 B= Manpower Unit Cost 222.51 Birr/m2 C=Equipment Unit Cost 20.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 257.70 Birr/m2
Over head cost : 10% 25.77 "
Profit Cost: 10% 28.35 "
Total Unit Cost : 311.81 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 115
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 1.00 m2/hr.
WORK ITEM: (4.51) 20 x40cm Inclined type louver wall with wire mesh EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 710.65 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20 cm. Thick HCB Pcs. 13.00 0.00 0.00 Forman 1.00 0.17 62.50 10.63 Tools 3.00 5.00 15.00
Cement Qt. 0.08 1130.43 90.43 mason 1.00 1.00 62.50 62.50
Sand m3 0.02 0.00 0.00 DL 3.00 1.00 31.25 93.75
Water m3 0.00 0.00 0.00
Wire mesh m2 1.05 300.00 315.00

Total (1:-01) 405.43 Total ( 1:02 ) 166.88 Total (1:03) 15.00

A= Materials Unit Cost 405.43 Birr/m 2

B= Manpower Unit Cost 166.88 Birr/m 2
C=Equipment Unit Cost 15.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 587.31 Birr/m2
Over head cost : 10% 58.73 "
Profit Cost: 10% 64.60 "
Total Unit Cost : 710.65 Birr/m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 1 m2/hr.
WORK ITEM: ( 4.52) Aluminium RP Partition EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 15.73 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Aluminum partition wall m2 1.00 0.00 0.00 Scaffolding 1.00 13.00 13.00

Total (1:-01) 0.00 Total ( 1:02 ) 0.00 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 0.00 Birr/m2 C=Equipment Unit Cost 13.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 13.00 Birr/m2
Over head cost : 0.10 1.30 "
Profit Cost: 0.10 1.43 "
Total Unit Cost : 15.73 Birr/m2
Remarks : 15.73
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 117
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: m2/hr
WORK ITEM: ( 4.53) HPL partition wall EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 0.00 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
HPL partition wall m2 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 0.00 Total (1:03) 0.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost Birr/m 2
C= Equipment Unit Cost Birr/m 2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 0.00 Birr/m2
Over head cost : 10% 0.00 "
Profit Cost: 10% 0.00 "
0.00 Birr/m2
Remark ______________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
3. ROOFING WORKS

7.2 EGA roof cover

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (a) EGA 300 & 0.3mm. Thick roof cover Slope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 300 & 0.30mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (b) EGA 300 & 0.35mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m . 2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 300 & 0.35mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (c) EGA 300 & 0.40mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 300 & 0.40mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00

Page 119
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m 2
0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (d) EGA 300 & 0.50mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 300 & 0.50mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (e) EGA 300 & 0.60mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 300 & 0.60mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
 Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (f) EGA 300 & 0.70mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 300 & 0.70mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (g) EGA 300 & 0.80mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 300 & 0.80mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (h) EGA 300 & 1.00mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Page 121
 Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 300 & 1.0mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (a) EGA 400 & 0.30mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 0.30mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (b) EGA 400 & 0.35mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 0.35mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25
 Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (c) EGA 400 & 0.40mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m . 2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 0.40mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (d) EGA 400 & 0.50mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 0.50mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 123
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (e) EGA 400 & 0.60mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 0.60mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (f) EGA 400 & 0.70mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 0.70mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (g) EGA 400 & 0.80mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 0.80mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25
 Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (h) EGA 400 & 1.00mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m . 2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 1.00mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (a) EGA 500 & 0.3mm. Thick roof cover Slope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 0.30mm. Thick m 2
1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________

Page 125
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (b) EGA 500 & 0.35mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 0.35mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (c) EGA 500 & 0.40mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 0.40mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (d) EGA 500 & 0.50mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 0.50mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (e) EGA 500 & 0.60mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 0.60mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (f) EGA 500 & 0.70mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 0.70mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)

Page 127
 Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (g) EGA 500 & 0.80mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 0.80mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (h) EGA 500 & 1.00mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m . 2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 1.00mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (a) EGA 600 & 0.30mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 600 & 0.30mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (b) EGA 600 & 0.35mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 600 & 0.35mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (c) EGA 600 & 0.40mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 600 & 0.40mm. Thick m2 1.1 0.00 0 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Page 129
 Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (d) EGA 600 & 0.50mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 600 & 5mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (e) EGA 600 & 0.60mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 600 & 6mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
 *: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (f) EGA 600 & 0.70mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 600 & 7mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (g) EGA 600 & 0.80mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 600 & 8mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (h) EGA 600 & 1.00mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost

Page 131
 EGA 600 & 1mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (a) EGA 700 & 0.30mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 700 & 3mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (b) EGA 700 & 0.35mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 700 & 3.5mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
 Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (c) EGA 700 & 0.40mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 700 & 4mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (d) EGA 700 & 0.50mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 700 & 5mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.

Page 133
WORK ITEM: (e) EGA 700 & 0.60mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 700 & 6mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (f) EGA 700 & 0.70mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 700 & 7mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (g) EGA 700 & 0.80mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 700 & 8mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25
Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

Page 135
A= Materials Unit Cost 720 Birr/m
B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.70 m2/hr.
WORK ITEM: (h) EGA 700 & 1.00mm. Thick roof coveSlope upto 17deg EQUIPEMENT: 3.70 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 890.16 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 700 & 1mm. Thick m2 1.1 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720 Birr/m

B= Manpower Unit Cost 40.04 Birr/m C=Equipment Unit Cost 10.27 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m.
Over Head : 8% 61.62 Birr/m.
Profit Cost: 7% 58.24 Birr/m.
Total Unit Cost : . 890.16 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.7 m2/hr.
WORK ITEM: ( 4.54 ) Precoated EGA 500 & 0.4mm. Thick Roof cover Slope upto 17deg EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 924.37 Birr/m2
Audio max
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 4mm. Thick m2 1.10 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total ( 1: 02 ) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720.00 Birr/m2 B= Manpower Unit Cost 40.04 Birr/m2 C= Equipment Unit Cost 10.27
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m2
Over head cost : 10% 77.03 "
Profit Cost: 10% 77.03 "
Total Unit Cost : 924.37 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.7 m2/hr.
WORK ITEM: ( 4.55 ) Precoated EGA 500 & 0.4mm. Thick Roof cover Slope 28deg EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 924.37 Birr/m2
Chemical store
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 4mm. Thick m2 1.19 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total ( 1: 02 ) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720.00 Birr/m2 B= Manpower Unit Cost 40.04 Birr/m2 C= Equipment Unit Cost 10.27
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m2
Over head cost : 10% 77.03 "
Profit Cost: 10% 77.03 "
Total Unit Cost : 924.37 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 137
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.7 m2/hr.
WORK ITEM: ( 4.56 ) Precoated EGA 500 & 0.4mm. Thick Roof cover Slope 22deg EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 924.37 Birr/m2
Maintenance work shope and injera bekary
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 500 & 4mm. Thick m2 1.19 - 0.00 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.060 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total ( 1: 02 ) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720.00 Birr/m2 B= Manpower Unit Cost 40.04 Birr/m2 C= Equipment Unit Cost 10.27
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m2
Over head cost : 10% 77.03 "
Profit Cost: 10% 77.03 "
Total Unit Cost : 924.37 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.7 m2/hr.
WORK ITEM: ( 4.57) Precoated EGA 400 & 0.4mm. Thick Roof cover Slope upto 17deg EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 924.37 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 4mm. Thick m2 1.10 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.06 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total ( 1: 02 ) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720.00 Birr/m2 B= Manpower Unit Cost 40.04 Birr/m2 C= Equipment Unit Cost 10.27
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m2
Over head cost : 10% 77.03 "
Profit Cost: 10% 77.03 "
Total Unit Cost : 924.37 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 139
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.7 m2/hr.
WORK ITEM: ( 4.58 ) Precoated EGA 400 & 0.4mm. Thick Roof cover EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 Dining hall Slope 33deg slop RESULT: 924.37 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 4mm. Thick m2 1.23 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.06 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total ( 1: 02 ) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720.00 Birr/m 2

B= Manpower Unit Cost 40.04 Birr/m2
C= Equipment Unit Cost 10.27
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m2
Over head cost : 10% 77.03 "
Profit Cost: 10% 77.03 "
Total Unit Cost : 924.37 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.7 m2/hr.
WORK ITEM: ( 4.59) Precoated EGA 400 & 0.4mm. Thick Roof cover 30deg slope EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 924.37 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
EGA 400 & 4mm. Thick m2 1.19 - Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
J-BOLT Pc 6.00 0.00 Carpenter 1 1 62.50 62.50 Drill 1 28 28.00
Washer Pc 6.00 120.00 720.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover m2 0.06 0.00 DL 1 1 31.25 31.25

Total (1:-01) 720.00 Total ( 1: 02 ) 148.13 Total (1:03) 38.00

A= Materials Unit Cost 720.00 Birr/m 2

B= Manpower Unit Cost 40.04 Birr/m2
C= Equipment Unit Cost 10.27
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 770.31 Birr/m2
Over head cost : 10% 77.03 "
Profit Cost: 10% 77.03 "
Total Unit Cost : 924.37 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 141
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CONCRETE WORK LABOUR HOURLY OUTPUT: 1.125 m3 / hr.
WORK ITEM: ( 4.60 ) Light Weight Concrete 1:2:5 EQUIPEMENT: Mixer & Vibrator
TOTAL QUANTITY OF WORK ITEM: 1 m3 Super structure RESULT: Err:509 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Cost Hourly Cost Type of Equipment No. Cost
Cement Qnt. 2.52 1130.43 2848.70 Forman 1.00 0.10 62.50 6.25 Mixer 1.00 #DIV/0! #DIV/0!
Sand m3 0.39 Err:509 Err:509 mason 2.00 1.00 62.50 125.00 Vibrator 1.00 #DIV/0! #DIV/0!
Gravel (02) m3 0.98 Err:509 Err:509 G.Chief 1.00 1.00 37.50 37.50 Tools 23.00 5.00 115.00
Water m3 0.30 Err:509 Err:509 DL 23.00 1.00 31.25 718.75
Carpenter 1.00 0.25 62.50 15.63

Total (1:-01) Err:509 Total (1:02) 903.13 #DIV/0! #DIV/0!

A= Materials Unit Cost Err:509 Birr/m 3

B=Manpower Unit Cost 802.78 Br./m 3
C= Equipment Unit Cost : #DIV/0! Br./m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
Direct Cost of work item = A+B+C = Err:509 Birr/m3
Overhead Cost: 10% Err:509 "
Profit Cost: 10% Err:509 "
Total Unit Cost : Err:509 Birr/m3
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.5 m2/hr.
WORK ITEM: ( 4.61) G28 C I S Roofing ( Without Truss & Purlin ) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 M2 RESULT: 1657.68 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
G28 CIS m2 1.25 1034.00 1292.50 Forman 1 0.167 62.50 10.44 Tools 1 5.00 5.00
Roofing nails. kg. 0.1 260.00 26.00 Carpenter 1 1 62.50 62.50
Plastic Washer. pkt. 0.1 Ass.Carpenter 1 1 43.75 43.75
Ridge cover. m2 0.06 320.00 19.20 DL 1 1 31.25 31.25

Total (1:-01) 1337.70 Total ( 1: 02 ) 147.94 Total (1:03) 5.00

A= Materials Unit Cost 1337.70 Birr/m 2

B= Manpower Unit Cost 42.26857 Birr/m 2
C= Equipment Unit Cost 1.429
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 1381.40 Birr/m2
Over head cost : 10% 138.14 "
Profit Cost: 10% 138.14 "
Total Unit Cost : 1657.68 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.5 m2/hr.
WORK ITEM: ( 4.61) G30 C I S Roofing ( Without Truss & Purlin ) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 M2 RESULT: 1093.29 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
G30 CIS m2 1.25 652.17 815.22 Forman 1 0.167 62.50 10.44 Tools 1 5.00 5.00
Roofing nails. kg. 0.1 234.57 23.46 Carpenter 1 1 62.50 62.50
Plastic Washer. pkt. 0.1 120.00 12.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover. m2 0.06 278.26 16.70 DL 1 1 31.25 31.25

Total (1:-01) 867.38 Total ( 1: 02 ) 147.94 Total (1:03) 5.00

A= Materials Unit Cost 867.38 Birr/m2 B= Manpower Unit Cost 42.26857 Birr/m2 C= Equipment Unit Cost 1.429
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 911.08 Birr/m2
Over head cost : 10% 91.11 "
Profit Cost: 10% 91.11 "
Total Unit Cost : 1093.29 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.5 m2/hr.
WORK ITEM: ( 4.61) G32 C I S Roofing ( Without Truss & Purlin ) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 M2 RESULT: 94.99 Birr/m2

Page 143
 Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
G32 CIS m2 1.25 0.00 Forman 1 0.167 62.50 10.44 Tools 1 5.00 5.00
Roofing nails. kg. 0.1 234.57 23.46 Carpenter 1 1 62.50 62.50
Plastic Washer. pkt. 0.1 120.00 12.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover. m2 0.06 0.00 DL 1 1 31.25 31.25

Total (1:-01) 35.46 Total ( 1: 02 ) 147.94 Total (1:03) 5.00

A= Materials Unit Cost 35.46 Birr/m 2

B= Manpower Unit Cost 42.26857 Birr/m 2
C= Equipment Unit Cost 1.429
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 79.16 Birr/m2
Over head cost : 10% 7.92 "
Profit Cost: 10% 7.92 "
Total Unit Cost : 94.99 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.5 m2/hr.
WORK ITEM: ( 4.61) G35 C I S Roofing ( Without Truss & Purlin ) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 M2 RESULT: 94.99 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
G35 CIS m2 1.25 0.00 Forman 1 0.167 62.50 10.44 Tools 1 5.00 5.00
Roofing nails. kg. 0.1 234.57 23.46 Carpenter 1 1 62.50 62.50
Plastic Washer. pkt. 0.1 120.00 12.00 Ass.Carpenter 1 1 43.75 43.75
Ridge cover. m2 0.06 0.00 DL 1 1 31.25 31.25

Total (1:-01) 35.46 Total ( 1: 02 ) 147.94 Total (1:03) 5.00

A= Materials Unit Cost 35.46 Birr/m2 B= Manpower Unit Cost 42.26857 Birr/m2 C= Equipment Unit Cost 1.429
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 79.16 Birr/m2
Over head cost : 10% 7.92 "
Profit Cost: 10% 7.92 "
Total Unit Cost : 94.99 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 2.6 m./hr.
WORK ITEM: (4.62) Gutter Development Size 70cm. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 316.72 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
G28 Sheet Metal gutter Forman 1 0.17 62.50 10.63 Tools 1 5.00 5.00
Dev. Size 70 cm. m 1.05 75.00 78.75 Carpenter 1 1 62.50 62.50
Brackets Pc 2.00 25.00 50.00 Ass.Carpenter 1 1 43.75 43.75
Syn. Painting lit 0.13 100.00 12.50 DL 1 1 31.25 31.25
Anti rust lit 0.05 145.00 7.25 Painter 1 1 62.50 62.50
Thinner lit 0.13 250.00 32.50

Total (1:-01) 181.00 Total (1:02) 210.63 Total (1:03) 5.00

A= Materials Unit Cost 181 birr/m. B= Manpower Unit Cost 81.01 Birr/m C= Equipment Unit Cost 1.92 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: 7.73/2.6 Hourly output: _________________
Direct Cost of Work Item = A+B+C = 263.93 Birr/m.
Over head cost : 10% 26.39 Birr/m.
Profit Cost: 10% 26.39 Birr/m.
Total Unit Cost : 316.72 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 145
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 2.8 m/hr.
WORK ITEM: (4.63) Flashing Development Size 19 cm. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 111.86 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
G28 Sheet Metal Flasing Forman 1 0.17 62.50 10.63 Tools 1.00 5.00 5.00
Dev. Size 19 cm. ml. 1.05 0.00 Carpenter 1 1 62.50 62.50
Concrete nails kg 0.03 165.22 4.96 Ass.Carpenter 1 1 43.75 43.75
syn Painting lit 0.03 0.00 DL 1 1 31.25 31.25
Anti rust lit 0.01 0.00 Painter 1 1 62.50 62.50
Thinner lit 0.05 250.00 11.25

Total (1:-01) 16.21 Total (1:02) 210.63 Total (1:03) 5.00

A= Materials Unit Cost 16.21 Birr/m B= Manpower Unit Cost 75.23 Birr/m C=Equipment Unit Cost 1.79 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 93.22 Birr/m.
Over head cost : 10% 9.32 Birr/m.
Profit Cost: 10% 9.32 Birr/m.
Total Unit Cost : 111.86 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 2.6 m/hr
WORK ITEM: (4.64) Flashing Development Size 33 cm. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 116.36 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
G28 Sheet Metal Flashing Forman 1 0.17 62.50 10.63 Tools 1 5.00 5.00
Dev. Size 33 cm. m 1.05 0.00 Carpenter 1 1 62.50 62.50
Concrete nails kg 0.02 165.22 3.30 Ass.Carpenter 1 1 43.75 43.75
syn Painting lit 0.04 0.00 DL 1 1 31.25 31.25
Anti rust lit 0.02 0.00 Painter 1 1 62.50 62.50
Thinner lit 0.04 250.00 10.73

Total (1:-01) 14.03 Total (1:02) 210.63 Total (1:03) 5.00

A= Materials Unit Cost 14.03 birr/m. B= Manpower Unit Cost 81.01 Birr/m C=Equipment Unit Cost 1.92 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: 81.0115 Hourly output: _________________
Direct Cost of Work Item = A+B+C = 96.96 Birr/m.
Over head cost : 10% 9.70 Birr/m.
Profit Cost: 10% 9.70 Birr/m.
Total Unit Cost : 116.36 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 147
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 2.6 m/hr
WORK ITEM: (4.65) Flashing Development Size 50 cm. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 122.98 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
G28 Sheet Metal Flashing Forman 1 0.17 62.50 10.63 Tools 1 5.00 5.00
Dev. Size 50 cm. m 1.05 0.00 Carpenter 1 1 62.50 62.50
Concrete nails kg 0.02 165.22 3.30 Ass.Carpenter 1 1 43.75 43.75
syn Painting lit 0.06 0.00 DL 1 1 31.25 31.25
Anti rust lit 0.03 0.00 Painter 1 1 62.50 62.50
Thinner lit 0.07 250.00 16.25

Total (1:-01) 19.55 Total (1:02) 210.63 Total (1:03) 5.00

A= Materials Unit Cost 19.55 birr/m. B= Manpower Unit Cost 81.01 Birr/m C=Equipment Unit Cost 1.92 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 102.48 Birr/m.
Over head cost : 10% 10.25 Birr/m.
Profit Cost: 10% 10.25 Birr/m.
Total Unit Cost : 122.98 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 2.6 m/hr
WORK ITEM: (4.66) Flashing Development Size 100 cm. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 142.48 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
G28 Sheet Metal Flashing Forman 1 0.17 62.50 10.63 Tools 1 5.00 5.00
Dev. Size 100 cm. m 1.05 0.00 0.00 Carpenter 1 1 62.50 62.50
Concrete nails kg 0.02 165.22 3.30 Ass.Carpenter 1 1 43.75 43.75
Syn. Painting lit 0.13 0.00 DL 1 1 31.25 31.25
Anti rust lit 0.05 0.00 Painter 1.00 1.00 62.50 62.50
Thinner lit 0.13 250.00 32.50

Total (1:-01) 35.80 Total (1:02) 210.63 Total (1:03) 5.00

A= Materials Unit Cost 35.80 birr/m. B= Manpower Unit Cost 81.01 Birr/m C=Equipment Unit Cost 1.92 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 118.73 Birr/m.
Over head cost : 10% 11.87 Birr/m.
Profit Cost: 10% 11.87 Birr/m.
Total Unit Cost : 142.48 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 149
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CARPENTRY & JOINERY LABOUR HOURLY OUTPUT: 0.75 m2/hr
WORK ITEM ( 4.67 ) Ribbed sheet eave EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 413.40 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Ribbed sheet m2 1.05 0.00 0.00 Forman 0.25 0.17 62.50 2.66 Tools 2.00 5.00 10.00
40 x 50 cm. battens lm 4.40 10.51 46.23 Carpenter 1.00 1.00 62.50 62.50
Corner list lm 1.25 20.00 25.00 Ass.Carpenter 1.00 1.00 43.75 43.75
Nail - 8mm kg 0.13 165.22 21.48 DL 2.00 1.00 31.25 62.50
- 6cm kg 0.06 165.22 9.91
Wire mash m2 1.02 0.00 0.00

Total (1:-01) 102.62 Total (1:02) 171.41 Total (1:03) 10.00

A= Material unit cost 102.62 Birr/m2 B=Manpower Unit Cost 228.55 Birr/m2 C= Equipment Unit Cost 13.33 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of work item = A+B+C = 344.50 Birr/m2
Over head cost : 10% 34.45 "
Profit Cost: 10% 34.45 "
Total Unit Cost : 413.40 Birr/m2
Remark ______________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.625 m2 /hr
WORK ITEM :( 2 ) Abujedy ceiling EQUIPEMENT DAILY OUT PUT: 1.625 m2 /hr
TOTAL QANTITY OF WORK ITEM: 1 m2 6.666667 2.5 RESULT 281.60 Birr/m 2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental Daily Cost
Abujedid m2 1.1 0.00 0.00 Forman 1 0.1 62.50 6.25 tools 2 5.00 10.00
5x4cm batten ml 6 19.33 116.00 Carpenter II 1 1 62.50 62.50
Nails kg 0.08 165.22 13.22 Carpenter I 1 1 43.75 43.75
Corner list ml 1 7.78 7.78 Helper 2 1 31.25 62.50
Center list ml 1.1 7.78 8.56

Total (1:-01) 145.55 Total (1:02) 175.00 Total (1:03) 10.00

A=Material unit cost 145.55 Birr/m2 B=Manpower Unit Cost 107.69 Birr/m2 C=Equipment Unit Cost 6.15 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 259.40 Birr/m2
Overhead Cost : 8% 20.75 Birr/m2
Profit Cost: 7% 1.45 Birr/m2
Total : 281.60 Birr/m2
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 281.60 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.75 m2 /hr
WORK ITEM :( 2 ) Fyzit ceiling EQUIPEMENT DAILY OUT PUT: 0.75 m2 /hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 425.79 Birr/m 2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental Daily Cost
Fyzit m2 1.1 0.00 0.00 Forman 1 0.1 62.50 6.25 tools 2 5.00 10.00
5x4cm batten ml 6 19.33 116 Carpenter II 1 1 62.50 62.50
Nails kg 0.08 165.22 13.21739 Carpenter I 1 1 43.75 43.75
Corner list ml 1 7.78 7.777778 Helper 2 1 31.25 62.50
Center list ml 1.1 7.78 8.555556

Total (1:-01) 145.55 Total (1:02) 175.00 Total (1:03) 10.00

A=Material unit cost 145.55 Birr/m2 B=Manpower Unit Cost 233.33 Birr/m2 C=Equipment Unit Cost 13.33 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 392.22 Birr/m2
Overhead Cost : 8% 31.38 Birr/m2
Profit Cost: 7% 2.20 Birr/m2
Total : 425.79 Birr/m2
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 425.79 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.5 m2 /hr
WORK ITEM :( 2 ) Parquet ceiling EQUIPEMENT DAILY OUT PUT: 0.5 m2 /hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 541.95 Birr/m 2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental Daily Cost
Parquet m2 1.1 0.00 0.00 Forman 1 0.1 62.50 6.25 tools 2 5.00 10.00
5x4cm batten ml 6 19.33 116.00 Carpenter II 1 1 62.50 62.50
Nails kg 0.08 165.22 13.22 Carpenter I 1 1 43.75 43.75
Parquet Corner list ml 1 0.00 0.00 Helper 2 1 31.25 62.50
0.00

Total (1:-01) 129.22 Total (1:02) 175.00 Total (1:03) 10.00

A=Material unit cost 129.22 Birr/m2 B=Manpower Unit Cost 350.00 Birr/m2 C=Equipment Unit Cost 20.00 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 499.22 Birr/m2
Overhead Cost : 8% 39.94 Birr/m2
Profit Cost: 7% 2.80 Birr/m2
Total : 541.95 Birr/m2
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 541.95 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 151
 ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.25 m2 /hr
WORK ITEM :( 2 ) Timber ceiling EQUIPEMENT DAILY OUT PUT: 1.25 m2 /hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 309.39 Birr/m2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental Daily Cost
Timber ceiling m2 1.1 0.00 0.00 Forman 1 0.1 62.50 6.25 tools 2 5.00 10.00
5x4cm batten ml 6 19.33 116.00 Carpenter II 1 1 62.50 62.50
Nails kg 0.08 165.22 13.22 Carpenter I 1 1 43.75 43.75
Corner list ml 1 7.78 7.78 Helper 2 1 31.25 62.50

Total (1:-01) 137.00 Total (1:02) 175.00 Total (1:03) 10.00

A=Material unit cost 137.00 Birr/m2 B=Manpower Unit Cost 140.00 Birr/m2 C=Equipment Unit Cost 8.00 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 285.00 Birr/m2
Overhead Cost : 8% 22.80 Birr/m2
Profit Cost: 7% 1.60 Birr/m2
Total : 309.39 Birr/m2
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 309.39 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.25 m2 /hr
WORK ITEM :( 2 ) Purline ceiling EQUIPEMENT DAILY OUT PUT: 1.25 m2 /hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 309.39 Birr/m 2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental Daily Cost
Purline for ceiling m2 1.1 0.00 0.00 Forman 1 0.1 62.50 6.25 tools 2 5.00 10.00
5x4cm batten ml 6 19.33 116.00 Carpenter II 1 1 62.50 62.50
Nails kg 0.08 165.22 13.22 Carpenter I 1 1 43.75 43.75
Corner list ml 1 7.78 7.78 Helper 2 1 31.25 62.50

Total (1:-01) 137.00 Total (1:02) 175.00 Total (1:03) 10.00

A=Material unit cost 137.00 Birr/m2 B=Manpower Unit Cost 140.00 Birr/m2 C=Equipment Unit Cost 8.00 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 285.00 Birr/m2
Overhead Cost : 8% 22.80 Birr/m2
Profit Cost: 7% 1.60 Birr/m2
Total : 309.39 Birr/m2
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 309.39 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.25 m2 /hr
WORK ITEM :( 2 ) Playwood ceiling / Compersato / EQUIPEMENT DAILY OUT PUT: 1.25 m2 /hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 309.39 Birr/m2

Material Cost (1:01) ** Indexed

Labor Cost (1:02) Equipment Cost (1:03)
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental Daily Cost
Playwood m2 1.1 0.00 0.00 Forman 1 0.1 62.50 6.25 tools 2 5.00 10.00
5x4cm batten ml 6 19.33 116.00 Carpenter II 1 1 62.50 62.50
Nails kg 0.08 165.22 13.22 Carpenter I 1 1 43.75 43.75
Corner list ml 1 7.78 7.78 Helper 2 1 31.25 62.50
 Total (1:-01) 137.00 Total (1:02) 175.00 Total (1:03) 10.00

A=Material unit cost 137.00 Birr/m2 B=Manpower Unit Cost 140.00 Birr/m2 C=Equipment Unit Cost 8.00 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 285.00 Birr/m2
Overhead Cost : 8% 22.80 Birr/m2
Profit Cost: 7% 1.60 Birr/m2
Total : 309.39 Birr/m2
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 309.39 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.25 m2 /hr
WORK ITEM :( 2 ) Rush ceilng /ሸንበቆ/ EQUIPEMENT DAILY OUT PUT: 1.25 m2 /hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 309.39 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03)
hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental Daily Cost
Rush /ሸንበቆ/ m2 1.1 0.00 0.00 Forman 1 0.1 62.50 6.25 tools 2 5.00 10.00
5x4cm batten ml 6 19.33 116.00 Carpenter II 1 1 62.50 62.50
Nails kg 0.08 165.22 13.22 Carpenter I 1 1 43.75 43.75
Corner list ml 1 7.78 7.78 Helper 2 1 31.25 62.50

Total (1:-01) 137.00 Total (1:02) 175.00 Total (1:03) 10.00

A=Material unit cost 137.00 Birr/m2 B=Manpower Unit Cost 140.00 Birr/m2 C=Equipment Unit Cost 8.00 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 285.00 Birr/m2
Overhead Cost : 8% 22.80 Birr/m2
Profit Cost: 7% 1.60 Birr/m2
Total : 309.39 Birr/m2
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 309.39 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.625 m2 /hr
WORK ITEM :( 2 ) Ceiling made with plastic sack /ማዳበሪያ ኮርኒስ/ EQUIPEMENT DAILY OUT PUT: 1.625 m2 /hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 272.31 Birr/m 2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental Daily Cost
plastic sack /ማዳበሪያ ኮርኒስ/ m2 1.1 0.00 0.00 Forman 1 0.1 62.50 6.25 tools 2 5.00 10.00
5x4cm batten ml 6 19.33 116.00 Carpenter II 1 1 62.50 62.50
Nails kg 0.08 165.22 13.22 Carpenter I 1 1 43.75 43.75
Corner list ml 1 7.78 7.78 Helper 2 1 31.25 62.50

Total (1:-01) 137.00 Total (1:02) 175.00 Total (1:03) 10.00

A=Material unit cost 137.00 Birr/m2 B=Manpower Unit Cost 107.69 Birr/m2 C=Equipment Unit Cost 6.15 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 250.84 Birr/m2
Overhead Cost : 8% 20.07 Birr/m2
Profit Cost: 7% 1.40 Birr/m2
Total : 272.31 Birr/m2
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 272.31 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.625 m2 /hr
WORK ITEM :( 2 ) Ceiling made with sack /ጆንያ/ EQUIPEMENT DAILY OUT PUT: 1.625 m2 /hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 272.31 Birr/m2

Page 153
 Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)
** Indexed
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental Daily Cost
sack /ጆንያ/ m2 1.1 0.00 0.00 Forman 1 0.1 62.50 6.25 tools 2 5.00 10.00
5x4cm batten ml 6 19.33 116.00 Carpenter II 1 1 62.50 62.50
Nails kg 0.08 165.22 13.22 Carpenter I 1 1 43.75 43.75
Corner list ml 1 7.78 7.78 Helper 2 1 31.25 62.50

Total (1:-01) 137.00 Total (1:02) 175.00 Total (1:03) 10.00

A=Material unit cost 137.00 Birr/m2 B=Manpower Unit Cost 107.69 Birr/m2 C=Equipment Unit Cost 6.15 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 250.84 Birr/m2
Overhead Cost : 8% 20.07 Birr/m2
Profit Cost: 7% 1.40 Birr/m2
Total : 272.31 Birr/m2
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 272.31 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
4. CARPENTRY & JOINERY
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CARPENTRY & JOINERY LABOUR HOURLY OUTPUT: 0.63 m2/hr
WORK ITEM ( 4.68) 8mm. thick chipwood Ceiling. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT 100.00 Birr/m2

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
Chip wood m2 1.05 Forman 0.17 1.00 62.50 10.63 Tools 4.00 5.00 20.00
Batten (4 X 5 cm) lm 4.40 37.50 165.00 Carpenter 1.00 1.00 62.50 62.50
Corner list lm 1.00 7.78 7.78 Ass.Carpenter 1.00 1.00 43.75 43.75
Nail - 8cm kg 0.13 DL 4.00 1.00 31.25 125.00
- 6cm kg 0.06 165.22 9.91
Eucalyptus suspender ml 1.00 15.00 15.00

Total (1:-01) 197.69 Total (1:02) 241.88 Total (1:03) 20.00

A= Material unit cost 197.69 Birr/m2 B=Manpower Unit Cost 387.01 Birr/m2 C= Equipment Unit Cost 32.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of work item = A+B+C = 616.70 Birr/m2
Over head cost : 10% 61.67 "
Profit Cost: 10% 61.67 "
Total Unit Cost : 100.00 Birr/m2
Remark ______________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 155
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: LABOUR HOURLY OUTPUT: 0.56 m2/hr
WORK ITEM (4.69) Armstrong acoustical ceiling With Suspender and all accessories EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT 27.73 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Armstrong Acoustical ceiling With
Suspender ,all accessories and
labour M2 1.03 0.00 0.00 scafolding 1.00 13.00 13.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Material unit cost 0.00 Birr/m2 B=Manpower Unit Cost 0.00 Birr/m2 C= Equipment Unit Cost 23.11 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of work item = A+B+C = 23.11 Birr/m2
Overhead Cost : 10.00% 2.31 "
Profit Cost: 10.00% 2.31 "
Total Unit Cost : 27.73 Birr/m2
Remark ______________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: LABOUR HOURLY OUTPUT: 0.56 m2/hr
WORK ITEM (4.70) Mineral fiber accoustic ceiling EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT 27.73 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Mineral fiber accoustic ceiling M2 1.03 0.00 0.00 scafolding 1.00 13.00 13.00
With Suspender ,all accessories
and labour

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Material unit cost 0.00 Birr/m2 B=Manpower Unit Cost 0.00 Birr/m2 C= Equipment Unit Cost 23.11 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of work item = A+B+C = 23.11 Birr/m2
Overhead Cost : 10% 2.31 "
Profit Cost: 10% 2.31 "
Total Unit Cost : 27.73 Birr/m2
Remark ______________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 157
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: LABOUR HOURLY OUTPUT: 0.75 m2/hr.

WORK ITEM: (4.71) PVC ceiling EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1m
2
RESULT: 491.67 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
4x5cm zigba wooden butten m 4.20 37.50 157.50 Forman 1.00 0.17 62.50 10.63 Tools 3.00 5.00 15.00
Nail kg 0.19 0.00 0.00 Carpenter 1.00 1.00 62.50 62.50
PVC ceiling m2 1.02 0.00 0.00 D/L 3.00 1.00 31.25 93.75
corner list m 1.25 7.78 9.72

Total (1:-01) 167.22 Total ( 1:02 ) 166.88 Total (1:03) 15.00

A= Materials Unit Cost 167.22 Birr/m2 B= Manpower Unit Cost 222.50 Birr/m2 C=Equipment Unit Cost 20 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 409.72 Birr/m2
Over head cost : 10% 40.97 "
Profit Cost: 10% 40.97 "
Total Unit Cost : 491.67 Birr/m2

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: m2/hr
WORK ITEM: (4.72) Built shelves made of HPL wood EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 0.00 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Built shelves made of HPL wood m2 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) Total (1:03)

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost Birr/m2 C= Equipment Unit Cost Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 0.00 Birr/m2
Over head cost : 10% 0.00 "
Profit Cost: 10% 0.00 "
0.00 Birr/m2

Page 159
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WOODEN DOOR LABOUR HOURLY OUTPUT: 0.5 pc/hr
WORK ITEM: ( 4.73) Flush type door 0.9x2.15cm 1.935 m2 EQUIPEMENT: Welding & Grinding machine
TOTAL QUANTITY OF WORK ITEM: 1m 2
RESULT: 4545.74 Br./m2
Material Cost (1:01) Cost per Labour by Labour (1:02) Hourly Type of
Equipment Hourly
Cost (1:03) Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF ** Indexed Cost Equipment No. Rental Cost
Fabrication cost m2 1.935 3200 6192 Forman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
cylindrical lock pc 1 750 750 Carpenter 1.00 1.00 62.50 62.50
Trnsportaton cost pc 1 96.8 96.75 D/L 2.00 1.00 31.25 62.50

Total (1:-01) 7038.75 Total (1:02) 135.63 Total (1:03) 10.00

A= Materials Unit Cost 7038.8 Birr/pc B=Manpower Unit Cost 271.3 Br./pc C= Equipment Unit Cost 20.00 Br./pc
Total of (1:02) Total of (1:03)
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 7330.00 Birr/pc
Overhead Cost: 10% 733.00 "
Profit Cost: 10% 733.00 "
Total Unit Cost : 8796.00 " 4545.74 Br./m2
Remark ________________________________________________________ 8796.00 4545.74 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.75 ml./hr.
WORK ITEM: (4.74) 25 cm. Wide Kerrero Facia Board EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml. RESULT: 246.41 Birr/m.

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
25 cm. Wide Faciaboard ml. 1.10 112.50 123.75 Forman 1.00 0.17 62.50 10.63 Tools 1.00 5.00 5.00
Nails kg. 0.03 165.22 4.96 Carpenter 1.00 1.00 62.50 62.50
Varnish lit 0.04 250.05 9.38 Ass.Carpenter 1.00 1.00 43.75 43.75
Thinner lit 0.04 250.00 9.75 DL 1.00 1.00 31.25 31.25
Painter 1.00 1.00 62.50 62.50

Total (1:-01) 147.84 Total (1:02) 210.63 Total (1:03) 5.00

A= Materials Unit Cost 147.84 birr/m. B= Manpower Unit Cost 56.17 Birr/m C= Equipment Unit Cost 1.33 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: 13.2/0.48 Hourly output: ________________
Direct Cost of Work Item = A+B+C = 205.34 Birr/m.
Over head cost : 10% 20.53 Birr/m.
Profit Cost: 10% 20.53 Birr/m.
Total Unit Cost : 246.41 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 3.75 ml./hr.
WORK ITEM: (4.74) 30 cm. Wide Kerrero Facia Board EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml. RESULT: 97.91 Birr/m.

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
30 cm. Wide Faciaboard ml. 1.10 0.00 Forman 1.00 0.17 62.50 10.63 Tools 1.00 5.00 5.00
Nails kg. 0.03 165.22 4.96 Carpenter 1.00 1.00 62.50 62.50
Varnish lit 0.04 250.05 9.38 Ass.Carpenter 1.00 1.00 43.75 43.75
Thinner lit 0.04 250.00 9.75 DL 1.00 1.00 31.25 31.25
Painter 1.00 1.00 62.50 62.50

Total (1:-01) 24.09 Total (1:02) 210.63 Total (1:03) 5.00

A= Materials Unit Cost 24.09 birr/m. B= Manpower Unit Cost 56.17 Birr/m C= Equipment Unit Cost 1.33 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: 13.2/0.48 Hourly output: ________________
Direct Cost of Work Item = A+B+C = 81.59 Birr/m.
Over head cost : 10% 8.16 Birr/m.
Profit Cost: 10% 8.16 Birr/m.

Total Unit Cost : 97.91 Birr/m.

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 161
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 10.00 ml./hr.
WORK ITEM: ( 4.75) 10-12 cm. dia. Upper & Lower Chords Eucaliptus Wood. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 17.89 ml. = 1 Trusse RESULT: 167.66 Birr/ml.

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
10 cm. Upper Chord ml. 1.50 30.77 46.15 Forman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
10 cm. Lower Chord Carpenter 2.00 1.00 62.50 125.00
10 - 12 cm. Nails kg. 0.06 260.00 15.60 Ass.Carpenter 2.00 1.00 43.75 87.50
Fixing Bands " 0.12 DL 2.00 1.00 31.25 62.50
Anti Termite solution LIT 0.20 242.00 48.40

Total (1:-01) 110.15 Total ( 1: 02 ) 285.63 Total (1:03) 10.00

A= Materials Unit Cost 110.15 Birr/ml. B= Manpower Unit Cost 28.56 Birr/ml. C= Equipment Unit Cost 1.00
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 139.71 Birr/ml.
Over head cost : 10% 13.97 "
Profit Cost: 10% 13.97 "
Total Unit Cost : 167.66 Birr/ml.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 10 ml./hr.
WORK ITEM: ( 4.76 ) 8 cm. dia. Vertical & Diagonal member Eucaliptus Wood. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 17.89 ml. = 1 Trusse RESULT: 153.76 Birr/ml.
** Indexed
Material Cost (1:01) Cost per Labour (1:02) Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Dim 8 cm.Vertical &Diagonal ml. 1.50 25.00 37.50 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
O 10 cm. Lower Chord Carpenter 2 1 62.50 125.00
10 - 12 cm. Nails kg. 0.06 250.00 15.00 Helper 2 1 43.75 87.50
Fixing Bands " 0.12 143.33 17.20 DL 2 1 31.25 62.50
Anti Termite solution LIT 0.20 144.35 28.87

Total (1:-01) 98.57 Total ( 1: 02 ) 285.63 Total (1:03) 10.00

A= Materials Unit Cost 98.57 Birr/ml. B= Manpower Unit Cost 28.56 Birr/ml. C= Equipment Unit Cost 1.00
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 128.13 Birr/ml.
Over head cost : 10% 12.81 "
Profit Cost: 10% 12.81 "
Total Unit Cost : 153.76 Birr/ml.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.3 Truss member

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 9.38 ml /hr
WORK ITEM :( c ) Diam. 6 cm thick eucalyptus purlin EQUIPEMENT DAILY OUT PUT: 9.38 ml./hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT Err:509 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03)
hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Eucalyptus ml 1.4 Err:509 Err:509 Forman 1 0.17 62.50 10.63 Tools 2 5.00 10.00
Nail Kg 0.03 165.22 4.96 Carpenter II 1 1 62.50 62.50
Anti Termite solution Lt 0.01 144.35 1.44 Helper 2 1 43.75 87.50
DL 2 1 31.25 62.50

Total (1:-01) Err:509 Total (1:02) 223.13 Total (1:03) 10.00

A=Material unit cost Err:509 Birr/ml

B=Manpower Unit Cost 23.80 Birr/ml C=Equipment Unit Cost 1.07 Birr/ml
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = Err:509 Birr/ml
Overhead Cost : 8% Err:509 "
Profit Cost: 7% Err:509 "
Total : Err:509 "
Remark : ______________________________ Vat: "
UF: UTILIZATION FACTOR Total Unit Cost : Err:509 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 163
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 10.00 ml./hr.
WORK ITEM: ( 4.77 ) 50 X 70mm. Tid Wood Roof Purlin EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 14.11 ml. = 1 Trusse RESULT: 193.88 Birr/ml.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
50 X 70 mm. Tid Purlin ml. 1.20 37.50 45.00 Forman 1.00 0.17 62.50 10.63 Tools 2.00 5.00 10.00
6 - 8 cm. Nails kg. 0.15 260.00 39.00 Carpenter 2.00 1.00 62.50 125.00
Anti Termite solution LIT 0.20 240.00 48.00 Ass.Carpenter 2.00 1.00 43.75 87.50
DL 2.00 1.00 31.25 62.50

Total (1:-01) 132.00 Total ( 1: 02 ) 285.63 Total (1:03) 10.00

A= Materials Unit Cost 132.00 Birr/ml. B= Manpower Unit Cost 28.56 Birr/ml. C= Equipment Unit Cost 1.00
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 161.56 Birr/ml.
Over head cost : 10% 16.16 "
Profit Cost: 10% 16.16 "
Total Unit Cost : 193.88 Birr/ml.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.3 m2./hr
WORK ITEM : ( a ) Mahogany ply wood smooth finish flush wooden door EQUIPEMENT DAILY OUT PUT: 1.3 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m 2
RESULT 165.5 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Flush wooden door m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Cylindrical lock pcs 1 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 113.94 Birr/m2 C=Equipment Unit Cost 29.23 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 143.17 Birr/m2
Overhead Cost : 8% 11.45 "
Profit Cost: 7% 10.82 "
Total : 165.45 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 165.45 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
10.4 Wooden door
ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.3 m2./hr
WORK ITEM : ( c ) Smooth finish MDF board wooden door (best quality) EQUIPEMENT DAILY OUT PUT: 1.3 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 165.45 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
MDF wooden door m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Cylindrical lock pcs 1 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 113.94 Birr/m2 C=Equipment Unit Cost 29.23 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 143.17 Birr/m2
Overhead Cost : 8% 11.45 "
Profit Cost: 7% 10.82 "
Total : 165.5 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 165.5 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.3 m2./hr
WORK ITEM : ( a ) Woyra ply wood smooth finish flush wooden door EQUIPEMENT DAILY OUT PUT: 1.3 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 165.5 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Flush wooden door m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Cylindrical lock pcs 1 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 113.94 Birr/m2 C=Equipment Unit Cost 29.23 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 143.17 Birr/m2
Overhead Cost : 8% 11.45 "
Profit Cost: 7% 10.82 "
Total : 165.45 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 165.45 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.3 m2./hr
WORK ITEM : ( c ) Antique MDF board wooden door (best quality) EQUIPEMENT DAILY OUT PUT: 1.3 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 165.45 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Antique MDF board wooden door (be m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Cylindrical lock pcs 1 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Page 165
 Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 113.94 Birr/m2 C=Equipment Unit Cost 29.23 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 143.17 Birr/m2
Overhead Cost : 8% 11.45 "
Profit Cost: 7% 10.82 "
Total : 165.5 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 165.5 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
10.4 Wooden door
ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 1.3 m2./hr
WORK ITEM : ( c ) Solide wooden door (best quality) EQUIPEMENT DAILY OUT PUT: 1.3 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 165.45 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Solide wooden door (best quality) m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Cylindrical lock pcs 1 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 113.94 Birr/m2 C=Equipment Unit Cost 29.23 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 143.17 Birr/m2
Overhead Cost : 8% 11.45 "
Profit Cost: 7% 10.82 "
Total : 165.5 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 165.5 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 2 m2./hr
WORK ITEM : ( c ) 1cm thick timber door /ፐርሊን ጣውላ መናኛ በር / EQUIPEMENT DAILY OUT PUT: 2 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 145.73 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
1cm thick timber door m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
5cm wide fascia board ml 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Nails of different size kg 0.2 165.22 33.04 Carpenter I 1 1 43.75 43.75
Cylindrical lock pcs 1 0.00 0.00 Helper 1 1 31.25 31.25

Total (1:-01) 33.04 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 33.043478 Birr/m2 B=Manpower Unit Cost 74.06 Birr/m2 C=Equipment Unit Cost 19.00 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 126.11 Birr/m2
Overhead Cost : 8% 10.09 "
Profit Cost: 7% 9.53 "
Total : 145.7 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 145.7 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 2 m2./hr
WORK ITEM : ( c ) 3cm thick timber door /ፐርሊን ጣውላ በር / EQUIPEMENT DAILY OUT PUT: 2 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 145.73 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
3cm thick timber door m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
5cm wide fascia board ml 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Nails of different size kg 0.2 165.22 33.04 Carpenter I 1 1 43.75 43.75
Cylindrical lock pcs 1 0.00 0.00 Helper 1 1 31.25 31.25

Page 167
 Total (1:-01) 33.04 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 33.043478 Birr/m2 B=Manpower Unit Cost 74.06 Birr/m2 C=Equipment Unit Cost 19.00 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 126.11 Birr/m2
Overhead Cost : 8% 10.09 "
Profit Cost: 7% 9.53 "
Total : 145.7 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 145.7 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 2.5 m2./hr
WORK ITEM : ( c ) 1cm thick timber window /ፐርሊን ጣውላ መናኛ መስኮት / EQUIPEMENT DAILY OUT PUT: 2.5 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 124.22 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
1cm thick timber m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
5cm wide fascia board ml 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Nails of different size kg 0.2 165.22 33.04 Carpenter I 1 1 43.75 43.75
locker pcs 1 0.00 0.00 Helper 1 1 31.25 31.25

Total (1:-01) 33.04 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 33.043478 Birr/m2 B=Manpower Unit Cost 59.25 Birr/m2 C=Equipment Unit Cost 15.20 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 107.49 Birr/m2
Overhead Cost : 8% 8.60 "
Profit Cost: 7% 8.13 "
Total : 124.2 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 124.2 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 2.5 m2./hr
WORK ITEM : ( c ) 3cm thick timber window /ፐርሊን ጣውላ መናኛ መስኮት / EQUIPEMENT DAILY OUT PUT: 2.5 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 124.22 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
3cm thick timber m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
5cm wide fascia board ml 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Nails of different size kg 0.2 165.22 33.04 Carpenter I 1 1 43.75 43.75
locker IV pcs 1 0.00 0.00 Helper 1 1 31.25 31.25

Total (1:-01) 33.04 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 33.043478 Birr/m2 B=Manpower Unit Cost 59.25 Birr/m2 C=Equipment Unit Cost 15.20 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 107.49 Birr/m2
Overhead Cost : 8% 8.60 "
Profit Cost: 7% 8.13 "
Total : 124.2 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 124.2 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
10.4 Wooden door
ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 2.5 m2./hr
WORK ITEM : ( c ) 3cm thick timber door /ፐርሊን ጣውላ መስኮት / EQUIPEMENT DAILY OUT PUT: 2.5 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 124.22 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
3cm thick timber m2 1.05 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
5cm wide fascia board ml 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Nails of different size kg 0.2 165.22 33.04 Carpenter I 1 1 43.75 43.75
locker IV pcs 2 0.00 0.00 Helper 1 1 31.25 31.25
Wooden frame ml 5 0.00 0.00
4mm thick glass m2 1.05 0.00 0.00

Total (1:-01) 33.04 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 33.043478 Birr/m2 B=Manpower Unit Cost 59.25 Birr/m2 C=Equipment Unit Cost 15.20 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 107.49 Birr/m2
Overhead Cost : 8% 8.60 "
Profit Cost: 7% 8.13 "
Total : 124.2 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 124.2 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 3 m2./hr
WORK ITEM : ( c ) G-32 CIS door with all wood work /የቆርቆሮ በር / EQUIPEMENT DAILY OUT PUT: 3 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 109.88 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
G-32 CIS m2 1.05 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
5cm wide fascia board ml 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Nails of different size kg 0.2 165.22 33.04 Carpenter I 1 1 43.75 43.75
locker IV pcs 2 0.00 0.00 Helper 1 1 31.25 31.25
Wooden frame ml 5 0.00 0.00

Total (1:-01) 33.04 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 33.043478 Birr/m2 B=Manpower Unit Cost 49.38 Birr/m2 C=Equipment Unit Cost 12.67 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 95.09 Birr/m2
Overhead Cost : 8% 7.61 "
Profit Cost: 7% 7.19 "
Total : 109.9 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 109.9 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 3 m2./hr
WORK ITEM : ( c ) G-32 CIS door with all wood work /የቆርቆሮ መስኮት / EQUIPEMENT DAILY OUT PUT: 3 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 109.88 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
G-32 CIS m2 1.05 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
5cm wide fascia board ml 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Nails of different size kg 0.2 165.22 33.04 Carpenter I 1 1 43.75 43.75
locker V pcs 2 0.00 0.00 Helper 1 1 31.25 31.25
Wooden frame ml 5 0.00 0.00

Page 169
 Total (1:-01) 33.04 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 33.043478 Birr/m2 B=Manpower Unit Cost 49.38 Birr/m2 C=Equipment Unit Cost 12.67 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 95.09 Birr/m2
Overhead Cost : 8% 7.61 "
Profit Cost: 7% 7.19 "
Total : 109.9 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 109.9 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 2.5 m2./hr
WORK ITEM : ( c ) Timber /Tsid/ door /የጽድ ጣውላ በር / EQUIPEMENT DAILY OUT PUT: 2.5 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 124.22 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Timber /Tsid/ /የጽድ ጣውላ / m2 1.05 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
5cm wide fascia board ml 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Nails of different size kg 0.2 165.22 33.04 Carpenter I 1 1 43.75 43.75
locker V pcs 2 0.00 0.00 Helper 1 1 31.25 31.25
Wooden frame ml 5 0.00 0.00

Total (1:-01) 33.04 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 33.043478 Birr/m2 B=Manpower Unit Cost 59.25 Birr/m2 C=Equipment Unit Cost 15.20 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 107.49 Birr/m2
Overhead Cost : 8% 8.60 "
Profit Cost: 7% 8.13 "
Total : 124.2 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 124.2 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 2.5 m2./hr
WORK ITEM : ( c ) Timber /Tsid/ door /የጽድ ጣውላ መስኮት / EQUIPEMENT DAILY OUT PUT: 2.5 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 124.22 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Timber /Tsid/ /የጽድ ጣውላ / m2 1.05 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
5cm wide fascia board ml 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Nails of different size kg 0.2 165.22 33.04 Carpenter I 1 1 43.75 43.75
locker V pcs 2 0.00 0.00 Helper 1 1 31.25 31.25
Wooden frame ml 5 0.00 0.00

Total (1:-01) 33.04 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 33.043478 Birr/m2 B=Manpower Unit Cost 59.25 Birr/m2 C=Equipment Unit Cost 15.20 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 107.49 Birr/m2
Overhead Cost : 8% 8.60 "
Profit Cost: 7% 8.13 "
Total : 124.2 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 124.2 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 1 m2./hr
WORK ITEM : ( c ) G-32 CIS wall with all wood work /የቆርቆሮ ግድግዳ / EQUIPEMENT DAILY OUT PUT: 1 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT Err:509 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
G-32 CIS m2 1.05 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Nails of different size kg 0.2 165.22 33.04 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
4 cm thick euca. ml 4 Err:509 Err:509 Carpenter I 1 1 43.75 43.75
10 cm thick euca. ml 1 Err:509 Err:509 Helper 1 1 31.25 31.25

Total (1:-01) Err:509 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost Err:509 Birr/m2 B=Manpower Unit Cost 148.13 Birr/m2 C=Equipment Unit Cost 38.00 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = Err:509 Birr/m2
Overhead Cost : 8% Err:509 "
Profit Cost: 7% Err:509 "
Total : Err:509 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : Err:509 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.4 Wooden door

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.625 m2./hr
WORK ITEM : ( c ) 8 mm thick chip wood wall EQUIPEMENT DAILY OUT PUT: 0.625 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT Err:509 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
8 mm thick chip wood m2 1.05 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
5x4cm batten ml 6 10.51 63.04 Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Nails of different size kg 0.2 165.22 33.04 Carpenter I 1 1 43.75 43.75
Wooden post ml 1.1 Err:509 Err:509 Helper 1 1 31.25 31.25

Total (1:-01) Err:509 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost Err:509 Birr/m2 B=Manpower Unit Cost 237.00 Birr/m2 C=Equipment Unit Cost 60.80 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = Err:509 Birr/m2
Overhead Cost : 8% Err:509 "
Profit Cost: 7% Err:509 "
Total : Err:509 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : Err:509 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

7.1 Kitchen cabinet

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.625 m2./hr
WORK ITEM : ( a ) PVC made Kitchen cabinet (upper),(best quality) EQUIPEMENT DAILY OUT PUT: 0.625 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 344.14 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Built in cupboard m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 237.00 Birr/m2 C=Equipment Unit Cost 60.80 Birr/m2

Page 171
 Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 297.8 Birr/m2
Overhead Cost : 8% 23.82 "
Profit Cost: 7% 22.51 "
Total : 344.14 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 344.14 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

7.1 Kitchen cabinet

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.625 m2./hr
WORK ITEM : ( a ) PVC made Kitchen cabinet (Lower),(best quality) EQUIPEMENT DAILY OUT PUT: 0.625 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 344.14 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Built in cupboard m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 237.00 Birr/m2 C=Equipment Unit Cost 60.80 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 297.8 Birr/m2
Overhead Cost : 8% 23.82 "
Profit Cost: 7% 22.51 "
Total : 344.14 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 344.14 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

7.1 Kitchen cabinet

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.625 m2./hr
WORK ITEM : ( a ) Laminated Kitchen cabinet (upper),(best quality) EQUIPEMENT DAILY OUT PUT: 0.625 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 344.14 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Laminated Kitchen cabinet (upper),(b m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 237.00 Birr/m2 C=Equipment Unit Cost 60.80 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 297.8 Birr/m2
Overhead Cost : 8% 23.82 "
Profit Cost: 7% 22.51 "
Total : 344.14 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 344.14 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
7.1 Kitchen cabinet
ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.625 m2./hr
WORK ITEM : ( a ) Laminated Kitchen cabinet (Lower),(best quality) EQUIPEMENT DAILY OUT PUT: 0.625 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 344.14 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Laminated Kitchen cabinet (lower),(b m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 237.00 Birr/m2 C=Equipment Unit Cost 60.80 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 297.8 Birr/m2
Overhead Cost : 8% 23.82 "
Profit Cost: 7% 22.51 "
Total : 344.14 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 344.14 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

7.1 Kitchen cabinet

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.625 m2./hr
WORK ITEM : ( a ) Solid wood Kitchen cabinet (upper),(best quality) EQUIPEMENT DAILY OUT PUT: 0.625 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 273.88 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labor Cost (1:02)hourly Equipment Cost (1:03) hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Solid wood Kitchen cabinet (upper),( m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 237.00 Birr/m2 C=Equipment Unit Cost 0.00 Birr/m2

Total of (1:02) Total of (1:03)

Daily output: Daily output:
Direct Cost of work item = A + B + C = 237.0 Birr/m2
Overhead Cost : 8% 18.96 "
Profit Cost: 7% 17.92 "
Total : 273.88 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 273.88 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

7.1 Kitchen cabinet

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.625 m2./hr
WORK ITEM : ( a ) Solid wood Kitchen cabinet (lower),(best quality) EQUIPEMENT DAILY OUT PUT: 0.625 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 344.14 Birr/m2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Solid wood Kitchen cabinet (lower),( m2 1 0.00 0.00 Foreman 1 0.17 62.50 10.63 tools 2 5.00 10.00
Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Page 173
 Total (1:-01) 0.00 Total (1:02) 148.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 237.00 Birr/m2 C=Equipment Unit Cost 60.80 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 297.8 Birr/m2
Overhead Cost : 8% 23.82 "
Profit Cost: 7% 22.51 "
Total : 344.14 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 344.14 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10.5 Wooden cupboard

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.625 m2./hr
WORK ITEM : ( a ) Woyra ply wood flush wooden built in cupboard (standared version) EQUIPEMENT DAILY OUT PUT: 0.625 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m 2
RESULT 353.38 Birr/m2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Built in cupboard m2 1 0.00 0.00 Foreman 1 0.25 62.50 15.63 tools 2 5.00 10.00
Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 153.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 245.00 Birr/m2 C=Equipment Unit Cost 60.80 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 305.8 Birr/m2
Overhead Cost : 8% 24.46 "
Profit Cost: 7% 23.12 "
Total : 353.38 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 353.38 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Carpentary LABOUR DAILY OUTPUT: 0.625 m2./hr
WORK ITEM : ( a ) Antique built in cupboard (best quality) EQUIPEMENT DAILY OUT PUT: 0.625 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 353.38 Birr/m2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per hourly hourly
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
Built in cupboard m2 1 0.00 0.00 Foreman 1 0.25 62.50 15.63 tools 2 5.00 10.00
Carpenter II 1 1 62.50 62.50 Driller 1 28.00 28.00
Carpenter I 1 1 43.75 43.75
Helper 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 153.13 Total (1:03) 38.00

A= Material unit cost 0 Birr/m2 B=Manpower Unit Cost 245.00 Birr/m2 C=Equipment Unit Cost 60.80 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 305.8 Birr/m2
Overhead Cost : 8% 24.46 "
Profit Cost: 7% 23.12 "
Total : 353.38 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 353.38 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 175
5.METAL WORK
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.7
WORK ITEM: ( 5.1) Fully metal doors of 38LTZ without grill 90 x210cm 1.89 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1m 2
RESULT: Err:522 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 6.41 0.00 Forman 1.00 0.17 62.50 10.44 Weld. Mach. 1.00 87.50 87.50
T " " ml 1.89 0.00 Welder 1.00 1.00 75.00 75.00
Z '' '' ml 4.41 0.00 Helper 1.00 1.00 43.75 43.75
flat iron ml 4.00 0.00 DL 1.00 1.00 31.25 31.25
Black Iron Ribbed Sheet (1mm thick) m2 1.89 0.00
Cylinderical lock pc 1.00 0.00
Hinges pcs 4.00 0.00
Screw for hinges pcs 15.00 0.00 Err:522
Electrode ( 3.2 mm ) pcs 25.00 0.00
Anchor ( iron mongery ) pcs 4.00 0.00 Forman 1.00 0.17 62.50 10.44
Syn. Paint lit 0.24 0.00 Carpenter 1.00 1.00 62.50 62.50
Anti rust lit 0.09 0.00 Ass.Carpenter 2.00 1.00 43.75 87.50
Thinner lit 0.25 250.00 61.43 Chiseler 1.00 1.00 31.25 31.25
FIXING Painter 1.00 1.00 62.50 62.50

254.19 87.50
Total (1:-01) 61.43 Total (1:02) Total (1:03)
A= Materials Unit Cost Birr/pc B=Manpower Unit Cost Err:522 363.1 Br./pc C= Equipment Unit Cost 175.00 Br./pc
61.4 Total of (1:02) Total of (1:03)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = Err:522 Birr/pc

Overhead Cost: 10% Err:522 "
Profit Cost: 10% Err:522 "
Total Unit Cost : Err:522 " Err:522 Br./m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.7
WORK ITEM: ( 5.2) Prtially glazed metal doors of 38LTZ without grill 90 x260cm 2.34 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 4673.18 Br./m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 6.41 0.00 Welder 1.00 1.00 75.00 Weld. Mach. 1.00 87.50
T " " ml 1.89 0.00 Helper 1.00 1.00 43.75
Z '' '' ml 4.41 0.00 Forman 1.00 0.17 62.50
Beads ml 4.00 0.00 DL 1.00 1.00 31.25
Black Iron Ribbed Sheet (1mm thick) m2 0.95 0.00
Cylinderical lock pc 1.00 0.00
Hinges pcs 4.00 0.00
Screw for hinges pcs 15.00 0.00
Electrode ( 3.2 mm ) pcs 25.00 0.00 FIXING 0.00
Anchor ( iron mongery ) pcs 4.00 0.00 Forman 1.00 0.17 62.50 10.44
syn Painting lit 0.24 0.00 Carpenter 1.00 1.00 62.50 62.50
Anti rust lit 0.09 0.00 Ass.Carpenter 2.00 1.00 43.75 87.50
Thinner lit 0.25 250.00 Chiseler 1.00 1.00 31.25 31.25
38x38x1.5mm LTZ m2 2.34 3739.13 8749.57 Painter 1.00 1.00 62.50 62.50
0.00
0
0.00
254.19 0.00
Total (1:-01) 8749.57 Total (1:02) Total (1:03) 0.00
A= Materials Unit Cost 8749.6 Birr/pc B=Manpower Unit Cost 0.0 363.1 Br./pc C= Equipment Unit Cost 0.00 Br./pc
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = 9112.7 Birr/pc

Overhead Cost: 10% 911.27 "
Profit Cost: 10% 911.27 "
Total Unit Cost : 10935.24 "
Remark ________________________________________________________
UF: UTILIZATION FACTOR 4673.18 Br./m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC. 1.2x2.8 15701.883 Birr/pc
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT. 0.9x2.8 11776.412 Birr/pc

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.7
WORK ITEM: ( 5.2) Prtially glazed metal doors of 38LTZ with grill 90 x210cm 1.89 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 584.41 Br./m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 6.41 0.00 Welder 1.00 1.00 75.00 75.00 Weld. Mach. 1.00 87.50 87.50
T " " ml 1.89 0.00 Helper 1.00 1.00 43.75 43.75
Z '' '' ml 4.41 0.00 Forman 1.00 0.17 62.50 10.44
20x10x1mm RHS ml 7 0.00 DL 1.00 1.00 31.25 31.25
Beads ml 4.00 0.00
Black Iron Ribbed Sheet (1mm thick) m 2
0.95 0.00
Cylinderical lock pc 1.00 0.00
Hinges pcs 4.00 0.00
Screw for hinges pcs 15.00 0.00 FIXING 160.44
Electrode ( 3.2 mm ) pcs 25.00 0.00 Forman 1.00 0.17 62.50 10.44
Anchor ( iron mongery ) pcs 4.00 0.00 Carpenter 1.00 1.00 62.50 62.50
syn Painting lit 0.24 0.00 Ass.Carpenter 2.00 1.00 43.75 87.50
Anti rust lit 0.09 0.00 Chiseler 1.00 1.00 31.25 31.25
Thinner lit 0.25 250.00 61.43 Painter 1.00 1.00 62.50 62.50
0.00
0
0.00
254.19 0.00
Total (1:-01) 61.43 Total (1:02) Total (1:03) 87.50
A= Materials Unit Cost 61.4 Birr/pc B=Manpower Unit Cost 320.9 363.1 Br./pc C= Equipment Unit Cost 175.00 Br./pc
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = 920.4 Birr/pc

Overhead Cost: 10% 92.04 "
Profit Cost: 10% 92.04 "
Total Unit Cost : 1104.53 "
Remark ________________________________________________________
UF: UTILIZATION FACTOR 584.41 Br./m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.

Page 177
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.73
WORK ITEM: ( 5.3) Metal Windows of 38LTZ withoutgrill 1.8 m2 EQUIPEMENT: Welding & Grinding machine 1.32 m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 601.72 Br./m 2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 5.70 0.00 Forman 1.00 0.17 62.50 10.44 Weld. Mach. 1.00 87.50 87.50
T " " ml 2.60 0.00 Welder 1.00 1.00 75.00 75.00
Z '' '' ml 7.20 0.00 Helper 1.00 1.00 43.75 43.75
BEADS ml 10.70 0.00 DL 1.00 1.00 31.25 31.25
HANDLE. NO 2.00 0.00
Hinges pcs 4.00 0.00
Screw for hinges pcs 38.00 0.00
Electrode ( 3.2 mm ) pcs 15.00 0.00 160.44
Anchor ( iron mongery ) pcs 4.00 0.00 FIXING
syn Painting lit 0.23 0.00 Forman 1.00 0.17 62.50 10.44
Anti rust lit 0.09 0.00 Carpenter 1.00 1.00 62.50 62.50
Thinner lit 0.23 250.00 58.50 Helper 2.00 1.00 43.75 87.50
Chiseler 1.00 1.00 31.25 31.25
Painter 1.00 1.00 62.50 62.50
0.00
0
254.19 0.00
Total (1:-01) 58.50 Total (1:02) Total (1:03) 87.50
A= Materials Unit Cost 58.5 Birr/pc B=Manpower Unit Cost 320.9 348.2 Br./pc C= Equipment Unit Cost 175.00 Br./pc
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = 902.6 Birr/pc

Overhead Cost: 10% 90.26 "
Profit Cost: 10% 90.26 "
Total Unit Cost : 1083.10 " 601.72 Br./m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.73
WORK ITEM: ( 5.3) Metal Windows of 38LTZ with grill 1.5x1.8 2.7 m2 EQUIPEMENT: Welding & Grinding machine 1.32 m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 4043.47 Br./m 2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 5.70 0.00 Forman 1.00 0.17 62.50 Weld. Mach. 1.00 87.50
T " " ml 2.60 0.00 Welder 1.00 1.00 75.00
Z '' '' ml 7.20 0.00 Helper 1.00 1.00 43.75
20x10x1mm RHS ml 0 0.00 DL 1.00 1.00 31.25
BEADS ml 10.70 0.00
HANDLE. NO 2.00 0.00
Hinges pcs 4.00 0.00
Screw for hinges pcs 38.00 0.00 0.00
Electrode ( 3.2 mm ) pcs 15.00 0.00 FIXING
Anchor ( iron mongery ) pcs 4.00 0.00 Forman 1.00 0.17 62.50 10.44
syn Painting lit 0.23 0.00 Carpenter 1.00 1.00 62.50 62.50
Anti rust lit 0.09 242.60 21.83 Helper 2.00 1.00 43.75 87.50
Thinner lit 0.23 281.00 65.75 Chiseler 1.00 1.00 31.25 31.25
38 LTZ m2 2.70 3632.00 9806.40 Painter 1.00 1.00 62.50 62.50
0.00
0
254.19 0.00
Total (1:-01) 10095.65 Total (1:02) Total (1:03) 0.00
A= Materials Unit Cost 8749.6 Birr/pc B=Manpower Unit Cost 0.0 348.2 Br./pc C= Equipment Unit Cost 0.00 Br./pc
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = 9097.8 Birr/pc

Overhead Cost: 10% 909.78 "
Profit Cost: 10% 909.78 "
Total Unit Cost : 10917.37 " 10935.24 Br./m2
Remark ________________________________________________________ 2x3 65,611.44 "
UF: UTILIZATION FACTOR 2x1.8 39,366.86 "
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC. 0.7x1.2 9185.6 "
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT. 0.9x2.6 11810.0592 "
1.2x2.6 34117.9488 "
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.4 pc/hr 0.52
WORK ITEM: ( 5.4) Double leaf metal doors of 38mmLTZ withoutgrill 1.2 x210cm 2.52 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 555.80 Br./m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 7.74 0.00 Welder 1.00 1.00 75.00 75.00 Weld. Mach. 1.00 87.50 87.50
T " " ml 4.95 0.00 Helper 1.00 1.00 43.75 43.75
Z '' '' ml 8.25 0.00 Forman 1.00 0.17 62.50 10.44
Beads ml 7.46 0.00 DL 1.00 1.00 31.25 31.25
Black Iron Ribbed Sheet (1mm thick) m2 1.00 0.00
Cylinderical lock pc 1.00 0.00 160.44
Hinges pcs 4.00 0.00
Stopper pcs 1.00 0.00
Screw for hinges pcs 40.00 0.00
Electrode ( 3.2 mm ) pcs 25.00 0.00 Forman 1.00 0.17 62.50 10.44
Anchor ( iron mongery ) pcs 4.00 0.00 Carpenter 1.00 1.00 62.50 62.50
syn Painting lit 0.23 0.00 Ass.Carpenter 2.00 1.00 43.75 87.50
Anti rust lit 0.09 0.00 Chiseler 1.00 1.00 31.25 31.25
Thinner lit 0.23 250.00 58.50 Painter 1.00 1.00 62.50 62.50
FIXING
0
0.00
0.00
254.19 0.00
Total (1:-01) 58.50 Total (1:02) Total (1:03) 87.50
A= Materials Unit Cost 58.5 Birr/pc B=Manpower Unit Cost 401.1 488.8 Br./pc C= Equipment Unit Cost 218.75 Br./pc
Total of (1:02) Total of (1:03)
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 1167.2 Birr/pc
Overhead Cost: 10% 116.72 "
Profit Cost: 10% 116.72 "
Total Unit Cost : 1400.61 " 555.80 Br./m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.4 pc/hr 0.52
WORK ITEM: ( 5.4) Double leaf metal doors of 38mmLTZ with grill 1.2 x210cm 2.52 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 555.80 Br./m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 7.74 0.00 Welder 1.00 1.00 75.00 75.00 Weld. Mach. 1.00 87.50 87.50
T " " ml 4.95 0.00 Helper 1.00 1.00 43.75 43.75
Z '' '' ml 8.25 0.00 Forman 1.00 0.17 62.50 10.44
20x10x1mm RHS ml 12 0.00 0.00 DL 1.00 1.00 31.25 31.25
Beads ml 7.46 0.00
Black Iron Ribbed Sheet (1mm thick) m 2
1.00 0.00 160.44
Cylinderical lock pc 1.00 0.00
Hinges pcs 4.00 0.00
Stopper pcs 1.00 0.00
Screw for hinges pcs 40.00 0.00 Forman 1.00 0.17 62.50 10.44
Electrode ( 3.2 mm ) pcs 25.00 0.00 Carpenter 1.00 1.00 62.50 62.50
Anchor ( iron mongery ) pcs 4.00 0.00 Ass.Carpenter 2.00 1.00 43.75 87.50
syn Painting lit 0.23 0.00 Chiseler 1.00 1.00 31.25 31.25
Anti rust lit 0.09 0.00 Painter 1.00 1.00 62.50 62.50
Thinner lit 0.23 250.00 58.50
0
0.00
0.00
254.19 0.00
Total (1:-01) 58.50 Total (1:02) Total (1:03) 87.50
A= Materials Unit Cost 58.5 Birr/pc B=Manpower Unit Cost 401.1 488.8 Br./pc C= Equipment Unit Cost 218.75 Br./pc
Total of (1:02) Total of (1:03)
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 1167.2 Birr/pc
Overhead Cost: 10% 116.72 "
Profit Cost: 10% 116.72 "
Total Unit Cost : 1400.61 " 555.80 Br./m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

5.METAL WORK
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.7
WORK ITEM: ( 5.1) Fully metal doors of 28LTZ without grill 90 x210cm 1.89 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.

Page 179
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 584.41 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 6.41 0.00 Forman 1.00 0.17 62.50 10.44 Weld. Mach. 1.00 87.50 87.50
T " " ml 1.89 0.00 Welder 1.00 1.00 75.00 75.00
Z '' '' ml 4.41 0.00 Helper 1.00 1.00 43.75 43.75
flat iron ml 4.00 0.00 DL 1.00 1.00 31.25 31.25
Black Iron Ribbed Sheet (1mm thick) m2 1.89 0.00
Cylinderical lock pc 1.00 0.00
Hinges pcs 4.00 0.00
Screw for hinges pcs 15.00 0.00
Electrode ( 3.2 mm ) pcs 25.00 0.00 160.44
Anchor ( iron mongery ) pcs 4.00 0.00 Forman 1.00 0.17 62.50 10.44
Syn. Paint lit 0.24 0.00 Carpenter 1.00 1.00 62.50 62.50
Anti rust lit 0.09 0.00 Ass.Carpenter 2.00 1.00 43.75 87.50
Thinner lit 0.25 250.00 61.43 Chiseler 1.00 1.00 31.25 31.25
FIXING Painter 1.00 1.00 62.50 62.50

254.19 87.50
Total (1:-01) 61.43 Total (1:02) Total (1:03)
A= Materials Unit Cost Birr/pc B=Manpower Unit Cost 320.9 363.1 Br./pc C= Equipment Unit Cost 175.00 Br./pc
61.4 Total of (1:02) Total of (1:03)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = 920.4 Birr/pc

Overhead Cost: 10% 92.04 "
Profit Cost: 10% 92.04 "
Total Unit Cost : 1104.53 " 584.41 Br./m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.7
WORK ITEM: ( 5.2) Prtially glazed metal doors of 28LTZ without grill 90 x210cm 1.89 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1m 2
RESULT: 584.41 Br./m 2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 6.41 0.00 Welder 1.00 1.00 75.00 75.00 Weld. Mach. 1.00 87.50 87.50
T " " ml 1.89 0.00 Helper 1.00 1.00 43.75 43.75
Z '' '' ml 4.41 0.00 Forman 1.00 0.17 62.50 10.44
Beads ml 4.00 0.00 DL 1.00 1.00 31.25 31.25
Black Iron Ribbed Sheet (1mm thick) m2 0.95 0.00
Cylinderical lock pc 1.00 0.00
Hinges pcs 4.00 0.00
Screw for hinges pcs 15.00 0.00
Electrode ( 3.2 mm ) pcs 25.00 0.00 FIXING 160.44
Anchor ( iron mongery ) pcs 4.00 0.00 Forman 1.00 0.17 62.50 10.44
syn Painting lit 0.24 0.00 Carpenter 1.00 1.00 62.50 62.50
Anti rust lit 0.09 0.00 Ass.Carpenter 2.00 1.00 43.75 87.50
Thinner lit 0.25 250.00 61.43 Chiseler 1.00 1.00 31.25 31.25
Painter 1.00 1.00 62.50 62.50
0.00
0
0.00
254.19 0.00
Total (1:-01) 61.43 Total (1:02) Total (1:03) 87.50
A= Materials Unit Cost 61.4 Birr/pc B=Manpower Unit Cost 320.9 363.1 Br./pc C= Equipment Unit Cost 175.00 Br./pc
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = 920.4 Birr/pc

Overhead Cost: 10% 92.04 "
Profit Cost: 10% 92.04 "
Total Unit Cost : 1104.53 "
Remark ________________________________________________________
UF: UTILIZATION FACTOR 584.41 Br./m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.7
WORK ITEM: ( 5.2) Prtially glazed metal doors of 28LTZ with grill 90 x210cm 1.89 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1m 2
RESULT: 584.41 Br./m 2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 6.41 0.00 Welder 1.00 1.00 75.00 75.00 Weld. Mach. 1.00 87.50 87.50
T " " ml 1.89 0.00 Helper 1.00 1.00 43.75 43.75
Z '' '' ml 4.41 0.00 Forman 1.00 0.17 62.50 10.44
20x10x1mm RHS ml 7 0.00 DL 1.00 1.00 31.25 31.25
Beads ml 4.00 0.00
Black Iron Ribbed Sheet (1mm thick) m2 0.95 0.00
Cylinderical lock pc 1.00 0.00
Hinges pcs 4.00 0.00
Screw for hinges pcs 15.00 0.00 FIXING 160.44
Electrode ( 3.2 mm ) pcs 25.00 0.00 Forman 1.00 0.17 62.50 10.44
Anchor ( iron mongery ) pcs 4.00 0.00 Carpenter 1.00 1.00 62.50 62.50
syn Painting lit 0.24 0.00 Ass.Carpenter 2.00 1.00 43.75 87.50
Anti rust lit 0.09 0.00 Chiseler 1.00 1.00 31.25 31.25
Thinner lit 0.25 250.00 61.43 Painter 1.00 1.00 62.50 62.50
0.00
0
0.00
254.19 0.00
Total (1:-01) 61.43 Total (1:02) Total (1:03) 87.50
A= Materials Unit Cost 61.4 Birr/pc B=Manpower Unit Cost 320.9 363.1 Br./pc C= Equipment Unit Cost 175.00 Br./pc
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = 920.4 Birr/pc

Overhead Cost: 10% 92.04 "
Profit Cost: 10% 92.04 "
Total Unit Cost : 1104.53 "
Remark ________________________________________________________
UF: UTILIZATION FACTOR 584.41 Br./m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.73
WORK ITEM: ( 5.3) Metal Windows of 28LTZ without grill 1.8 m2 EQUIPEMENT: Welding & Grinding machine 1.32 m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 601.72 Br./m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 5.70 0.00 Forman 1.00 0.17 62.50 10.44 Weld. Mach. 1.00 87.50 87.50
T " " ml 2.60 0.00 Welder 1.00 1.00 75.00 75.00
Z '' '' ml 7.20 0.00 Helper 1.00 1.00 43.75 43.75
BEADS ml 10.70 0.00 DL 1.00 1.00 31.25 31.25
HANDLE. NO 2.00 0.00
Hinges pcs 4.00 0.00
Screw for hinges pcs 38.00 0.00
Electrode ( 3.2 mm ) pcs 15.00 0.00 160.44
Anchor ( iron mongery ) pcs 4.00 0.00 FIXING
syn Painting lit 0.23 0.00 Forman 1.00 0.17 62.50 10.44
Anti rust lit 0.09 0.00 Carpenter 1.00 1.00 62.50 62.50
Thinner lit 0.23 250.00 58.50 Helper 2.00 1.00 43.75 87.50
Chiseler 1.00 1.00 31.25 31.25
Painter 1.00 1.00 62.50 62.50
0.00
0
254.19 0.00
Total (1:-01) 58.50 Total (1:02) Total (1:03) 87.50
A= Materials Unit Cost 58.5 Birr/pc B=Manpower Unit Cost 320.9 348.2 Br./pc C= Equipment Unit Cost 175.00 Br./pc
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = 902.6 Birr/pc

Overhead Cost: 10% 90.26 "
Profit Cost: 10% 90.26 "
Total Unit Cost : 1083.10 " 601.72 Br./m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.73
WORK ITEM: ( 5.3) Metal Windows of 28LTZ with grill 1.8 m2 EQUIPEMENT: Welding & Grinding machine 1.32 m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 290.52 Br./m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 5.70 0.00 Forman 1.00 0.17 62.50 10.44 Weld. Mach. 1.00 87.50 87.50
T " " ml 2.60 0.00 Welder 1.00 1.00 75.00 75.00
Z '' '' ml 7.20 0.00 Helper 1.00 1.00 43.75 43.75
20x10x1mm RHS ml 12 0.00 0.00 DL 1.00 1.00 31.25 31.25
BEADS ml 10.70 0.00
HANDLE. NO 2.00 0.00
Hinges pcs 4.00 0.00
Screw for hinges pcs 38.00 0.00 0.00
Electrode ( 3.2 mm ) pcs 15.00 0.00 FIXING

Page 181
Anchor ( iron mongery ) pcs 4.00 0.00 Forman 1.00 0.17 62.50 10.44
syn Painting lit 0.23 0.00 Carpenter 1.00 1.00 62.50 62.50
Anti rust lit 0.09 0.00 21.83 Helper 2.00 1.00 43.75 87.50
Thinner lit 0.23 250.00 65.75 Chiseler 1.00 1.00 31.25 31.25
Painter 1.00 1.00 62.50 62.50
0.00
0
254.19 0.00
Total (1:-01) 87.58 Total (1:02) Total (1:03) 0.00
A= Materials Unit Cost 87.6 Birr/pc B=Manpower Unit Cost 0.0 348.2 Br./pc C= Equipment Unit Cost 0.00 Br./pc
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = 435.8 Birr/pc

Overhead Cost: 10% 43.58 "
Profit Cost: 10% 43.58 "
Total Unit Cost : 522.94 " 290.52 Br./m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.4 pc/hr 0.52
WORK ITEM: ( 5.4) Double leaf metal doors of 28mmLTZ withoutgrill 1.2 x210cm 2.52 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 555.80 Br./m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 7.74 0.00 Welder 1.00 1.00 75.00 75.00 Weld. Mach. 1.00 87.50 87.50
T " " ml 4.95 0.00 Helper 1.00 1.00 43.75 43.75
Z '' '' ml 8.25 0.00 Forman 1.00 0.17 62.50 10.44
Beads ml 7.46 0.00 DL 1.00 1.00 31.25 31.25
Black Iron Ribbed Sheet (1mm thick) m2 1.00 0.00
Cylinderical lock pc 1.00 0.00 160.44
Hinges pcs 4.00 0.00
Stopper pcs 1.00 0.00
Screw for hinges pcs 40.00 0.00
Electrode ( 3.2 mm ) pcs 25.00 0.00 Forman 1.00 0.17 62.50 10.44
Anchor ( iron mongery ) pcs 4.00 0.00 Carpenter 1.00 1.00 62.50 62.50
syn Painting lit 0.23 0.00 Ass.Carpenter 2.00 1.00 43.75 87.50
Anti rust lit 0.09 0.00 Chiseler 1.00 1.00 31.25 31.25
Thinner lit 0.23 250.00 58.50 Painter 1.00 1.00 62.50 62.50
FIXING
0
0.00
0.00
254.19 0.00
Total (1:-01) 58.50 Total (1:02) Total (1:03) 87.50
A= Materials Unit Cost 58.5 Birr/pc B=Manpower Unit Cost 401.1 488.8 Br./pc C= Equipment Unit Cost 218.75 Br./pc
Total of (1:02) Total of (1:03)
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 1167.2 Birr/pc
Overhead Cost: 10% 116.72 "
Profit Cost: 10% 116.72 "
Total Unit Cost : 1400.61 " 555.80 Br./m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.4 pc/hr 0.52
WORK ITEM: ( 5.4) Double leaf metal doors of 28mmLTZ with grill 1.2 x210cm 2.52 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 555.80 Br./m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING
L Tubular section ml 7.74 0.00 Welder 1.00 1.00 75.00 75.00 Weld. Mach. 1.00 87.50 87.50
T " " ml 4.95 0.00 Helper 1.00 1.00 43.75 43.75
Z '' '' ml 8.25 0.00 Forman 1.00 0.17 62.50 10.44
20x10x1mm RHS ml 12 0.00 0.00 DL 1.00 1.00 31.25 31.25
Beads ml 7.46 0.00
Black Iron Ribbed Sheet (1mm thick) m2 1.00 0.00 160.44
Cylinderical lock pc 1.00 0.00
 Hinges pcs 4.00 0.00
Stopper pcs 1.00 0.00
Screw for hinges pcs 40.00 0.00 Forman 1.00 0.17 62.50 10.44
Electrode ( 3.2 mm ) pcs 25.00 0.00 Carpenter 1.00 1.00 62.50 62.50
Anchor ( iron mongery ) pcs 4.00 0.00 Ass.Carpenter 2.00 1.00 43.75 87.50
syn Painting lit 0.23 0.00 Chiseler 1.00 1.00 31.25 31.25
Anti rust lit 0.09 0.00 Painter 1.00 1.00 62.50 62.50
Thinner lit 0.23 250.00 58.50
0
0.00
0.00
254.19 0.00
Total (1:-01) 58.50 Total (1:02) Total (1:03) 87.50
A= Materials Unit Cost 58.5 Birr/pc B=Manpower Unit Cost 401.1 488.8 Br./pc C= Equipment Unit Cost 218.75 Br./pc
Total of (1:02) Total of (1:03)
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 1167.2 Birr/pc
Overhead Cost: 10% 116.72 "
Profit Cost: 10% 116.72 "
Total Unit Cost : 1400.61 " 555.80 Br./m2
Remark ________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Metal Works LABOUR DAILY OUTPUT: 0.16 m2./hr
WORK ITEM :( 10.9 ) Shutter Door & Window EQUIPEMENT DAILY OUT PUT: 0.16 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 1386.72 Birr/m2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
All Shutter door& window m2 1 1200.00 1200.00 Forman 1 0.25 62.50 15.63 Hand tools 2 5.00 10.00
Welder 1 1 75.00 75.00 Weld. Mach. 1 87.50 87.50
Painter 1 1 62.50 62.50 Grinder 1 87.50 87.50
CarpenterII 2 0.21 62.50 26.25
Helper 1 1 43.75 43.75

Total (1:-01) 1200.00 Total (1:02) 223.13 Total (1:03) 185.00

A= Material unit cost= 1200.00 Birr/m2 B=Manpower Unit Cost 1428 Birr/m2 C=Equipment Unit Cost 1184.00 Birr/m2
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 1200.00 Birr/m2
Overhead Cost : 8% 96.00 "
Profit Cost: 7% 90.72 "
Total : 1386.72 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 1386.72 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.15 m²/hr
WORK ITEM: (10.9 ) Main gate door covered with sheet metal EQUIPEMENT: Welding & Grinding machine 0.15 m²/hr
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 5420.26 Br/m²
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Type of Material Unit Qty * Rate Cost per Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING and FIXING
30x30x2mm RHS ml 2.00 0.00 0.00 Forman 1 0.25 62.50 15.63 Hand tools 4 5.00 20
80x80x3mm RHS ml 0.50 0.00 0.00 Welder 1 1 75.00 75.00 Weld. Mach. 1 87.50 87.5
Sheet metal(1.0mm thick) m2 1.05 0.00 0.00 Chiseler 1 1 31.25 31.25 Grinder 1 87.50 87.5
Art metal pc 1 0.00 0.00 Painter 1 1 62.50 62.50
Locker pc 1 0.00 0.00 CarpenterII 2 0.21 62.50 26.25
Hinges pcs 1 0.00 0.00 Helper 1 1 43.75 43.75
Screw for hinges lit 0 0.00 0.00
Electrode ( 3.2 mm ) pcs 10.00 0.00
syn Painting lit 0.10 0.00 Forman 1.00 0.17 62.50 10.44
Anti rust lit 0.05 0.00 Carpenter 1.00 1.00 62.50 62.50
Thinner lit 0.10 250.00 Ass.Carpenter 2.00 1.00 43.75 87.50
Chiseler 1.00 1.00 31.25 31.25
Painter 1.00 1.00 62.50 62.50
0.00
Total (1:-01) Total (1:02) 508.57 Total (1:03) 195
A= Materials Unit Cost Birr/pc 0.0 B=Manpower Unit Cost 3390.43 C= Equipment Unit Cost 1300 Br./pc
Total of (1:02) Total of (1:03)

Page 183
 Hourly Output Hourly output:
EDGE PLASTERING
Direct Cost of work item = A+B+C = 4690.4 Birr/pc
Overhead Cost: 8% 375.23 "
Remark ________________________________________________________ Profit Cost: 7% 354.60 "
UF: UTILIZATION FACTOR Total Unit Cost : "
 *: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC. 5420.26
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Steel structure
ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Sliding door Sliding door & window (370x454) 16.798 LABOUR DAILY OUTPUT: 0.06 pc /hr 0.07
WORK ITEM :( 4.1 ) EQUIPEMENT DAILY OUT PUT: m2/hr
TOTAL QANTITY OF WORK ITEM: 1 pc RESULT 1076.24 Birr/m 2

Material Cost (1:01) Qty * Labor Cost (1:02) Equipment Cost (1:03)
** Indexed
Cost per hourly hourly
Type of Material Unit 30.00 Rate Unit Labor by Trade No. UF wage hourly wage Type of Equipment No. Rental hourly Cost
RHS 40X40X3mm ml 8.14 0.00 0.00 Forman 1 0.25 62.50 15.63 Tools 2 5.00 10.00
Angle iron 40X40X3mm Bottom rail ml 8.14 0.00 0.00 Welder 2 1 75.00 150.00 Drill 1 28.00 28.00
RHS 50X50X2.5mm Top rail ml 15 0.00 0.00 Helper 2 1 43.75 87.50 W.machine 1 87.50 87.50
Sheet metal(1.0mm thick) m2 1.05 0.00 0.00 DL 4 1 31.25 125.00 Cutting machine 1 87.50 87.50
Roller pcs 12 0.00 0.00 Carpenter 1 1 62.50 62.50
L 1.5mm ml 12 0.00 0.00
T 1.5mm ml 24 0.00 0.00
Z 1.5mm ml 32.64 0.00 0.00 440.63
syn Painting lit 0.10 0.00 0.00
Anti rust lit 0.05 0.00 0.00 Forman 1.00 0.17 62.50 10.44
Electrode ( 3.2 mm ) pcs 10.00 0.00 0.00 Carpenter 1.00 1.00 62.50 62.50
Electric power Kw/hr 1 2.75 2.75 Ass.Carpenter 2.00 1.00 43.75 87.50
Side lock pcs 4 298.20 1192.80 Chiseler 1.00 1.00 31.25 31.25
Painter 1.00 1.00 62.50 62.50

254.19
Total (1:-01) 1195.55 Total (1:02) Total (1:03) 213.00

A=Material unit cost 1195.55 Birr/pc

B=Manpower Unit Cost 7343.75 3631.29 Birr/pc C=Equipment Unit Cost 3550.00 Birr/pc
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 15720.59 Birr/pc
Overhead Cost : 7% 1100.44 "
Profit Cost: 8% 1257.65 "
Total : 18078.67 "
Remark : ______________________________ Vat: "
UF: UTILIZATION FACTOR Total Unit Cost : 18078.67 Birr/pc
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 1.00 m2/hr.
WORK ITEM: (10.9 ) Sheet metal partition wall EQUIPEMENT: Welding & Grinding machine 1.00 m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 M2 RESULT: 500.52 Birr/m2
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Type of Material Unit Qty * Rate Cost per Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING and FIXING
30x30x2.5mm RHS ml 5.5 0.00 0.00 Forman 1 0.25 62.50 15.63 Hand tools 2 5.00 10
Sheet metal(1.0mm thick) m2 1 0.00 0.00 Welder 1 1 75.00 75.00 Weld. Mach. 1 87.50 87.5
Electrode ( 3.2 mm ) pcs 8.00 0.00 0.00 Painter 1 1 62.50 62.50 Grinder 1 87.50 87.5
Anti rust lit 0.05 0.00 0.00 CarpenterII 2 0.21 62.50 26.25
Thinner lit 0.10 250.00 25.00 Helper 1 1 43.75 43.75

25.00
Total (1:-01) Total (1:02) 223.13 Total (1:03) 185
A= Materials Unit Cost Birr/m2 25.0 B=Manpower Unit Cost 223.13 C= Equipment Unit Cost 185 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLASTERING
Direct Cost of work item = A+B+C = 433.1 Birr/m2
Overhead Cost: 8% 34.65 "
Remark ________________________________________________________ Profit Cost: 7% 32.74 "
UF: UTILIZATION FACTOR Total Unit Cost : "
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC. 500.52
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Metal Works LABOUR DAILY OUTPUT: 0.31 pc/hr
WORK ITEM :( 10.4 ) 50mm LTZ Imitation metal half glazed doot with out grill EQUIPEMENT DAILY OUT PUT: 0.31 pc/hr
TOTAL QANTITY OF WORK ITEM: 90x210cm 1.89 RESULT 871.90 Birr/m2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

Page 185
 Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
L - Section ml 5.20 0.00 0.00 Forman 1 0.25 62.50 15.63 Welding mac. 1 5.00 5.00
T - Section ml 0.80 0.00 0.00 welder 1 1 75.00 75.00 Grinder 1 87.50 87.50
Z - Section ml 3.00 0.00 0.00 Carpenter II 2 1 62.50 125.00 Tools 4 0.00 0.00
Hinge No 2.00 0.00 0.00 Chiseler 1 1 31.25 31.25
Electrode No 10.00 0.00 0.00 Painter 1 1 62.50 62.50
Antirust lt 0.2 0.00 0.00 Helper 1 1 43.75 43.75
Cylinderical lock No 1 0.00 0.00

Total (1:-01) 0.00 Total (1:02) 353.13 Total (1:03) 92.50

A= Material unit cost= 0.00 Birr/Pc B=Manpower Unit Cost 1130.00 Birr/pc C=Equipment Unit Cost 296.00 Birr/pc
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 1426.0 Birr/pc
Overhead Cost : 8% 114.08 Birr/pc
 Profit Cost: 7% 107.81 Birr/pc
Total : 1647.89 Birr/pc
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 1647.89 Birr/pc 871.897 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Metal Works LABOUR DAILY OUTPUT: 0.31 pc/hr
WORK ITEM :( 10.4 ) 50mm LTZ Imitation metal half glazed doot with grill EQUIPEMENT DAILY OUT PUT: 0.31 pc/hr
TOTAL QANTITY OF WORK ITEM: 90x210cm 1.89 RESULT 871.90 Birr/m2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labor by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
L - Section ml 5.20 0.00 0.00 Forman 1 0.25 62.50 15.63 Welding mac. 1 5.00 5.00
T - Section ml 0.80 0.00 0.00 welder 1 1 75.00 75.00 Grinder 1 87.50 87.50
Z - Section ml 3.00 0.00 0.00 Carpenter II 2 1 62.50 125.00 Tools 4 0.00 0.00
20x10x1mm RHS ml 12 0.00 0.00 Chiseler 1 1 31.25 31.25
Hinge No 2.00 0.00 0.00 Painter 1 1 62.50 62.50
Electrode No 10.00 0.00 0.00 Helper 1 1 43.75 43.75
Antirust lt 0.2 0.00 0.00
Cylinderical lock No 1 0.00 0.00

Total (1:-01) 0.00 Total (1:02) 353.13 Total (1:03) 92.50

A= Material unit cost= 0.00 Birr/Pc B=Manpower Unit Cost 1130.00 Birr/pc C=Equipment Unit Cost 296.00 Birr/pc
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 1426.0 Birr/pc
Overhead Cost : 8% 114.08 Birr/pc
Profit Cost: 7% 107.81 Birr/pc
Total : 1647.89 Birr/pc
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 1647.89 Birr/pc 871.897 Birr/m2

Page 187
 *: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: CARPENTRY & JOINERY LABOUR HOURLY OUTPUT: 0.625 m2/hr
WORK ITEM ( 5.5 ) Accustic suspended Ceiling. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 0.00 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Accustic suspended Ceiling. m2 1.00 0.00 0.00 0.00
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
Total (1:-01) 0.00 Total (1:02) 0.00 Total (1:03) 0

A= Material unit cost 0.00 Birr/m2 B=Manpower Unit Cost 0 Birr/m2 C= Equipment Unit Cost 0.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of work item = A+B+C = 0.00 Birr/m2
Over head cost : 10% 0.00 "
Profit Cost: 10% 0.00 "
Total Unit Cost : 0.00 Birr/m2
Remark ______________________________________________ 0.00
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 189
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.56
WORK ITEM: ( 5.6 ) Aluminium window & window door with 6mm glazed 90 x210cm 1.89 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 2.54 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 4.00 4
Aluminum window & window door m2 1.00 0.00 0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
Total (1:-01) 0.00 Total (1:02) Total (1:03) 4.00
A= Materials Unit Cost 0.0 Br./m 2
B=Manpower Unit Cost 0.0 0.0 Br./m 2
C= Equipment Unit Cost 4.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 4.0 Br./m2
Overhead Cost: 10% 0.40 "
Profit Cost: 10% 0.40 "
Total Unit Cost : 4.80 "
Remark ________________________________________________________ 4.80 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.56
WORK ITEM: ( 5.7 ) Aluminium window & window door with 6mm double glazed 1.89 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 90 x210cm RESULT: 2.54 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 4.00 4
Aluminum window & window door m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 4.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 0.0 Br./m2 C= Equipment Unit Cost 4.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 4.0 Br./m2
Overhead Cost: 10% 0.40 "
Profit Cost: 10% 0.40 "
Total Unit Cost : 4.80 "
Remark ________________________________________________________ 4.80 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.56
WORK ITEM: ( 5.8 ) Aluminium window & window door with 8mm glazed 90 x210cm 1.89 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 2.54 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 4.00 4
Aluminum window & window door m2 1.00 0.00 0.00 0.00
0.00

Page 191
 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00
Total (1:-01) 0.00 Total (1:02) Total (1:03) 4.00
A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 0.0 Br./m2 C= Equipment Unit Cost 4.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 4.0 Br./m2
Overhead Cost: 10% 0.40 "
Profit Cost: 10% 0.40 "
Total Unit Cost : 4.80 "
Remark ________________________________________________________ 4.80 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.56
WORK ITEM: ( 5.9 ) Aluminium window & window door with 8mm double glazed 1.89 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 2.54 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 4.00 4
Aluminum window & window door m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 4.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 0.0 Br./m2 C= Equipment Unit Cost 4.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 4.0 Br./m2
Overhead Cost: 10% 0.40 "
Profit Cost: 10% 0.40 "
Total Unit Cost : 4.80 "
Remark ________________________________________________________ 4.80 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 1
WORK ITEM: ( 5.10 ) Aluminium fire resistant door 1 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 15.60 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost

Page 193
MAKING scafolding 1 13.00 13
Aluminum fire resistant door m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 1
WORK ITEM: (5.11 ) Aluminium hand rail 1 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 15.60 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 13.00 13
Aluminium hand rail m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: Alluminium Works LABOUR DAILY OUTPUT: 0.19 m2./hr
WORK ITEM :( 10.9 ) Aluminum Handrail EQUIPEMENT DAILY OUT PUT: 0.19 m2./hr
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT 3736.73 Birr/m2

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Labor by Trade
Type of Material Unit Qty * Rate Unit No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost

Page 195
Alu. Stand pipe dia ml 1.05 0.00 0.00 Production Drill 1 28.00 28.00
Top pipe dia 50mm ml 1.85 0.00 0.00 Forman 1 0.25 62.50 15.63 Cutting machine 1 87.50 87.50
Grill dia 13mm ml 2.1 0.00 0.00 Technician 1 1 75.00 75.00
V & H connector pcs 2 0.00 0.00 Ass.Technician 2 1 62.50 125.00
Grill receiver pcs 4 0.00 0.00 DL 1 1 31.25 31.25
Alu. Footing pcs 2 0.00 0.00
End cover Screw pcs 1 0.00 0.00 Fixing
Screw 4.8 x 20 pcs 8 0.00 0.00 Forman 1 0.25 62.50 15.63
Elbow pcs 1 0.00 0.00 Technician 1 1 75.00 75.00
Grill elbow pcs 2 0.00 0.00 Ass.Technician 2 1 62.50 125.00
Anchor bolt pcs 8 0.00 0.00 DL 1 1 31.25 31.25

Total (1:-01) 0.00 Total (1:02) 493.75 Total (1:03) 115.50

A= Material unit cost= 0.0 Birr/m2 B=Manpower Unit Cost = 0. 2633.333 C=Equipment Unit Cost = 0.00 616
Total of (1:02) Total of (1:03)
Daily output: Daily output:
Direct Cost of work item = A + B + C = 3249.33 Birr/m2
Overhead Cost : 8% 259.95 "
Profit Cost: 7% 227.45 "
Total : 3736.73 "
Remark : ______________________________
UF: UTILIZATION FACTOR Total Unit Cost : 3736.73 Birr/m2
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 1
WORK ITEM: ( 5.12 ) Wooden hand rail 1 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1m 2
RESULT: 15.60 Br./m 2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 13.00 13
Wooden hand rail m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 1
WORK ITEM: ( 5.13 ) Aluminium sun breaker 1 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 15.60 Br./m2

Page 197
 Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 13.00 13
Aluminium sun breaker m2 1.00 0.00 0.00 0.00
0.00
0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 1
WORK ITEM: (5.14 ) Stainless steel space truss frames a 1 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1m 2
RESULT: 15.60 Br./m 2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 13.00 13
Stainless steel space truss m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.56
WORK ITEM: ( 5.15 ) Aluminium Curtain wall 1 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 15.60 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 13.00 13
Aluminum Curtain wall 6mm glass m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 0.0 Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.56
WORK ITEM: ( 5.16 ) Aluminium Curtain wall 1 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 15.60 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Page 199
 Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 13.00 13
Aluminum Curtain wall 8mm glass m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 0.0 Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.56
WORK ITEM: ( 5.16 ) Aluminium Curtain wall 1 m2 EQUIPEMENT: Welding & Grinding machine m2/hr.
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 15.60 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 13.00 13
Aluminum partition wall m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost 0.0 0.0 Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT:
WORK ITEM: (5.17 ) Aluminium door 1 m2 EQUIPEMENT: Welding & Grinding machine
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 15.60 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 13.00 13
Aluminum door m2 1.00 0.00 0.00
with aluminuim panel

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT:
WORK ITEM: ( 5.18 ) IRON GATE 1 m2 EQUIPEMENT: Welding & Grinding machine
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 15.60 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
MAKING scafolding 1 13.00 13
IRON GATE m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 201
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: METAL WORK LABOUR HOURLY OUTPUT:
WORK ITEM: (5.19 ) 12 mm thick Tempered frameless clear glass door and win 1 m2 EQUIPEMENT: Welding & Grinding machine
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 15.60 Br./m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

Cost per ** Indexed
Type of Material Unit Qty * Rate Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
12 mm
MAKING thick Tempered scafolding 1 13.00 13
frameless clear glass door and
window m2 1.00 0.00 0.00

Total (1:-01) 0.00 Total (1:02) Total (1:03) 13.00

A= Materials Unit Cost 0.0 Br./m2 B=Manpower Unit Cost Br./m2 C= Equipment Unit Cost 13.00 Br./m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLATSTERING
Direct Cost of work item = A+B+C = 13.0 Br./m2
Overhead Cost: 10% 1.30 "
Profit Cost: 10% 1.30 "
Total Unit Cost : 15.60 "
Remark ________________________________________________________ 15.60 Br./m2
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
0 LABOUR HOURLY OUTPUT: m2/hr
WORK ITEM: (5.20) HPL partition wall EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 4032.00 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
HPL partition wall m2 1.00 3360.00 3360.00

Total (1:01) 3360.00 Total (1:02) 0.00 Total (1:03) 0.00

A= Materials Unit Cost 3360.00 Birr/m 2

B= Manpower Unit Cost Birr/m 2
C= Equipment Unit Cost Birr/m 2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 3360.00 Birr/m2
Over head cost : 10% 336.00 "
Profit Cost: 10% 336.00 "
4032.00 Birr/m2
Remark ______________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

0 LABOUR HOURLY OUTPUT: m2/hr
WORK ITEM: (5.20) Built shelves made of HPL wood EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 0.00 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type
Built of Material
shelves made of HPL Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
wood m2 1.05 0.00 0.00

Total (1:01) 0.00 Total (1:02) 0.00 Total (1:03) 0.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost Birr/m2 C= Equipment Unit Cost Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 0.00 Birr/m2
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
0.00 Birr/m2
Remark ______________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 203
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: LABOUR HOURLY OUTPUT: ml /hr
WORK ITEM: (5.21) Hand rail EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 892.52 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
50x50x2.5mm KG 3.83 46.57 178.47
40x40x2mm KG 7.38 46.57 343.56
40x40x2mm KG 3.00 46.57 139.82
plates with accessories KG 2.45 46.57 114.24

0.00 0.00 0.00

Total (1:01) 776.10 Total (1:02) 0.00 Total (1:03) 0.00

A= Materials Unit Cost 776.10 Birr/ml B= Manpower Unit Cost - Birr/ml C= Equipment Unit Cost - Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 776.10 Birr/Pc
Over head cost : 8% 62.09 "
Profit Cost: 7% 54.33 "
Total Unit Cost : 892.52 Birr/Pc

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 2.00 m²/hr
WORK ITEM: (10.9 ) wire mesh fence with chain link galvinized 68kg/25mx2m EQUIPEMENT: 2.00 m²/hr
TOTAL QUANTITY OF WORK ITEM: 1 m2 RESULT: 166.82 Br/m²
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Type of Material Unit Qty * Rate Cost per Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
wire mesh m2 1.05 65.00 68.25 Forman 1 0.25 62.50 15.63 Hand tools 2 5.00 10
nail pc 2.00 0.75 1.50 carpentor 1 1 62.50 62.50
DL 2 1 31.25 62.50

69.75
Total (1:-01) Total (1:02) 140.63 Total (1:03) 10
A= Materials Unit Cost Birr/m 2
69.8 B=Manpower Unit Cost 70.31 C= Equipment Unit Cost 5 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output:
EDGE PLASTERING
Direct Cost of work item = A+B+C = 145.1 Birr/m2
Overhead Cost: 8% 11.61 "
Remark ________________________________________________________ Profit Cost: 7% 10.15 "
UF: UTILIZATION FACTOR Total Unit Cost : "
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC. 166.82
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: METAL WORK LABOUR HOURLY OUTPUT: 6.00 ml/hr
WORK ITEM: (10.9 ) wire barbed fence with galvanaized 20kg EQUIPEMENT: tool 6.00 ml/hr
TOTAL QUANTITY OF WORK ITEM: 1 ml RESULT: 43.96 Br/ml
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
** Indexed
Type of Material Unit Qty * Rate Cost per Unit Labour by Trade No. UF Hourly Cost Hourly Cost Type of Equipment No. Hourly Rental Hourly Cost
wire barbed ml 3.10 3.75 11.63 Forman 1 0.25 62.50 15.63 Hand tools 2 5.00 10
nail pc 2.00 0.75 1.50 carpentor 1 1 62.50 62.50
DL 2 1 31.25 62.50

13.13
Total (1:-01) Total (1:02) 140.63 Total (1:03) 10
A= Materials Unit Cost Birr/ml 13.1 B=Manpower Unit Cost 23.44 Birr/ml C= Equipment Unit Cost 2 Birr/ml
Total of (1:02) Total of (1:03)
 Hourly Output Hourly output:
EDGE PLASTERING
Direct Cost of work item = A+B+C = 38.2 Birr/ml
Overhead Cost: 8% 3.06 "
Remark ________________________________________________________ Profit Cost: 7% 2.68 "
UF: UTILIZATION FACTOR Total Unit Cost : "
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC. 43.96
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 205
6. STEEL STRUCTURE WORK
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: STEEL STRUCTURE WORK LABOUR HOURLY OUTPUT: Errection 100 kg./hr. 37.5
WORK ITEM: ( 6.1) Steel Truss & Purlin With RHS EQUIPEMENT: RESULT: 27.273
TOTAL QANTITY OF WORK ITEM: 1 kg. RESULT: 12.48 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
RHS Different saizes kg. 1.05 0.00 Forman 1.00 0.10 62.50 6.25 Welding M. 1.00 87.50 87.50
Electrode ( 3.2 mm ) pc 2.00 0.00 Welder 1.00 1.00 75.00 75.00 Tools 3.00 5.00 15.00
Anti rust lit 0.01 0.00 helper 2.00 1.00 43.75 87.50 grinder 1.00 87.50 87.50
Thinner lit 0.03 250.00 6.50 DL 1.00 1.00 31.25 31.25
electric power kw/hr 1.00 0.00
cutting disk pc 0.05 0.00

Total (1:-01) 6.50 Total ( 1: 02 ) 200.00 Total (1:03) 190.00

A= Materials Unit Cost 6.50 Birr/kg. B= Manpower Unit Cost 2.00 Birr/kg. C= Equipment Unit Cost 1.90 Birr/kg.
Total of (1:02) Total of (1:03)
Hourly Output: _________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 10.40 Birr/kg.
Over head cost : 10% 1.04 "
Profit Cost: 10% 1.04 "
Total Unit Cost : 12.48 Birr/kg.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 3.75 pc./hr
WORK ITEM: ( 6.2) dia. 16 mm. deformed bars(J-bolt) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: _ RESULT: 87.20 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
0 16 mm deformed bars dev.
Length 400mm pc 1 0.00 Forman 1 0.25 62.50 15.63 Welding M. 0.25 87.50 21.88
Electrode pc 2 0.00 Carpenter 2 1 75.00 75.00 Tools 2 5.00 10.00
Assistant catpente 2 1 43.75 87.50
Dl 2 1 31.25 62.50

Total (1:-01) - Total (1:02) 240.63 Total (1:03) 31.88

A= Materials Unit Cost - Birr/pc. B= Manpower Unit Cost 64.17 Birr/pc. C= Equipment Unit Cost 8.50133333333 Birr/pc.
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: ___________
Direct Cost of Work Item = A+B+C = _ 72.67 Birr/pc.
Over head cost : 10% 7.267 Birr/pc.
Profit Cost: 10% 7.267 Birr/pc.
Total Unit Cost : 87.20 Birr/pc.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 207
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 40 pc./hr
WORK ITEM: ( 6.3 ) dia. 12 mm. deformed bars(J-bolt) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: _ RESULT: 8.16 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
0 12 mm deformed bars dev.
Length 100mm pc 1 0.00 Forman 1 0.25 62.50 15.63 Welding M. 1.00 87.50 87.50
Electrode pc 2 0.00 welder 1 1 75.00 75.00
DL 3 1 31.25 93.75

Total (1:-01) - Total (1:02) 184.38 Total (1:03) 87.50

A= Materials Unit Cost - Birr/pc. B= Manpower Unit Cost 4.61 Birr/pc. C= Equipment Unit Cost 2.1875 Birr/pc.
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: ___________
Direct Cost of Work Item = A+B+C = _ 6.80 Birr/pc.
Over head cost : 10% 0.680 Birr/pc.
Profit Cost: 10% 0.680 Birr/pc.
Total Unit Cost : 8.16 Birr/pc.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 3.75 pc./hr
WORK ITEM: ( 6.4 ) dia. 16 mm. deformed bars(J-bolt) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: _ RESULT: 87.20 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
0 16 mm deformed bars dev.
Length 400mm pc 1 0.00 Forman 1 0.25 62.50 15.63 Welding M. 0.25 87.50 21.88
Electrode pc 2 0.00 Carpenter 2 1 75.00 75.00 Tools 2 5.00 10.00
Assistant catpente 2 1 43.75 87.50
Dl 2 1 31.25 62.50

Total (1:-01) - Total (1:02) 240.63 Total (1:03) 31.88

A= Materials Unit Cost - Birr/pc. B= Manpower Unit Cost 64.17 Birr/pc. C= Equipment Unit Cost 8.5 Birr/pc.

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: ___________
Direct Cost of Work Item = A+B+C = _ 72.67 Birr/pc.
Over head cost : 10% 7.267 Birr/pc.
Profit Cost: 10% 7.267 Birr/pc.
Total Unit Cost : 87.20 Birr/pc.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 209
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT : REINFORCEMENT BARS LABOUR HOURLY OUTPUT: 2.5 pc./hr
WORK ITEM: ( 6.5 ) dia. 20 mm. Anchor bolt EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: _ RESULT: 130.80 Birr/kg.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Diam 20 mm deformed bars dev.
Length 400mm pc 1 0.00 Forman 1 0.25 62.50 15.63 Welding M. 0.25 87.50 21.88
Electrode pc 2 0.00 Carpenter 2 1 75.00 75.00 Tools 2 5.00 10.00
Assistant catpente 2 1 43.75 87.50
Dl 2 1 31.25 62.50

Total (1:-01) - Total (1:02) 240.63 Total (1:03) 31.88

A= Materials Unit Cost - Birr/pc. B= Manpower Unit Cost 96.25 Birr/pc. C= Equipment Unit Cost 12.8 Birr/pc.
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: ___________
Direct Cost of Work Item = A+B+C = _ 109.00 Birr/pc.
Over head cost : 10% 10.900 Birr/pc.
Profit Cost: 10% 10.900 Birr/pc.
Total Unit Cost : 130.80 Birr/pc.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: Errection 40 kg./hr.
WORK ITEM: ( 6.6) Steel Truss & Angle iron 25x25x40x2.5mm EQUIPEMENT: Welding Mashine prod. 18
TOTAL QANTITY OF WORK ITEM: 1 pc RESULT: 9.70 Birr/pc.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
RHS Different saizes kg. 0.11 0.00 Forman 1.00 0.50 62.50 31.25 Welding M. 2.00 87.50 175.00
Electrode ( 3.2 mm ) pc 2.00 0.00 Welder 1.00 1.00 75.00 75.00
Anti rust lit 0.00 0.00 DL 1.00 1.00 31.25 31.25
Thinner lit 0.00 250.00 0.75
137.50
Carpenter 1.00 1.00 62.50 62.50
DL 10.00 1.00 31.25 312.50
Welder 1.00 1.00 75.00 75.00
Forman 1.00 0.50 62.50 31.25

Total (1:-01) 0.75 Total ( 1: 02 ) 481.25 Total (1:03) 175.00

A= Materials Unit Cost 0.75 Birr/pc B= Manpower Unit Cost 12.03 Birr/kg. C= Equipment Unit Cost 4.38 Birr/kg.
Total of (1:02) 7.64 Birr/kg. Total of (1:03) 9.72 Birr/kg.
Hourly Output: __________ 19.67 Hourly output: __________ 14.10 1.50

Direct Cost of Work Item = A+B+C = 0.3157075 2.56 Birr/kg.

Over head cost : 10% 0.26 "
Profit Cost: 10% 0.26 "
Total Unit Cost : 3.08 Birr/kg.
Remark _____________________________________________________________________________ 9.70 Birr/pc
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 211
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: STEEL STRUCTURE WORK LABOUR HOURLY OUTPUT: Errection 25 kg./hr.
WORK ITEM: ( 6.7) Steel Plate size 2*(250x250x5mm) EQUIPEMENT: Welding Mashine 0
TOTAL QANTITY OF WORK ITEM: 1 pc RESULT: 202.10 Birr/pc.
** Indexed
Material Cost (1:01) Cost per Labour (1:02) Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
plate size 2*(250x250x5mm) pc 1.00 0.00 0.00 Forman 1.00 1.00 62.50 62.50 Welding M. 1.00 87.50 87.50
Electrode ( 3.2 mm ) pc 2.00 0.00 Welder 1.00 1.00 75.00 75.00 Tools 14.00 5.00 70.00
Punch expense pc 4.00 0.00 DL 14.00 1.00 31.25 437.50
Carpenter 2.00 1.00 62.50 125.00

Total (1:-01) 0.00 Total ( 1: 02 ) 700.00 Total (1:03) 157.50

A= Materials Unit Cost 0.00 Birr/pc B= Manpower Unit Cost 28.00 Birr/kg. C= Equipment Unit Cost 6.30 Birr/kg.
Total of (1:02) Total of (1:03) Birr/kg.
Hourly Output: __________ 28.00 137.48 Hourly output: __________ 6.30 30.93
Direct Cost of Work Item = A+B+C = Birr/pc 168.41 Birr/pc Birr/pc
Over head cost : 10% 16.84 "
Profit Cost: 10% 16.84 "
Total Unit Cost : 202.10 Birr/pc 45.28 Birr/kg.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.

**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: LABOUR HOURLY OUTPUT: Errection 2.1875 kg./hr.
WORK ITEM: (6.8) Angle iron corner protection 30x30x3mm EQUIPEMENT: Welding Mashine prod.
TOTAL QANTITY OF WORK ITEM: 1pc RESULT: 126.16 Birr/pc.
** Indexed
Material Cost (1:01) Cost per Labour (1:02) Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Angle iron 30x30x3x1500mm kg. 2.21 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Drill 1.00 28.00 28.00
bolt with fisher pc 4.00 0.00 0.00 Carpenter 1.00 1.00 62.50 62.50 Tools 1.00 5.00 5.00
Anti rust lit 0.02 0.00 0.00 DL 1.00 1.00 31.25 31.25
Thinner lit 0.01 250.00 2.50

Total (1:-01) 2.50 Total ( 1: 02 ) 109.38 Total (1:03) 33.00

A= Materials Unit Cost 2.50 Birr/pc B= Manpower Unit Cost 50.00 Birr/ml C= Equipment Unit Cost 15.09 Birr/ml
Total of (1:02) Total of (1:03) 22.63 Birr/pc
Hourly Output: __________ 75.00 Birr/pc Hourly output: __________________
Direct Cost of Work Item = A+B+C = 100.13 Birr/pc
Over head cost : 10% 10.01 "
Profit Cost: 10% 10.01 "
Total Unit Cost : 120.15 Birr/pc
126.16 Birr/pc

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.

Page 213
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.50 ml /hr
WORK ITEM: (6.9) 189.2 EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 1,709.02 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
100x4mm CHS Steel Post ml 1.79 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Cutting Machin 1.00 87.50 87.50
80x4mm CHS horizontal rail ml 4.00 0.00 0.00 Welder 1.00 1.00 75.00 75.00 Welding Macnine 1.00 87.50 87.50
2m high Galvanized chainlink ml 1.00 0.00 0.00 helper 2.00 1.00 43.75 87.50 Tools 1.00 5.00 5.00
Antirust lt 0.08 0.00 0.00 Carpenter 1.00 1.00 62.50 62.50
Synthetic paint lt 0.20 0.00 0.00 DL 2.00 1.00 31.25 62.50
Thinner lt 0.20 250.00 51.03
Electrode pc 5.00 0.00 0.00
Cutting disc pc 0.00 0.00 0.00
Base plates Kg 0.88 0.00 0.00
Bolts Pc 2.80 0.00 0.00
0.00
0.00
Total (1:01) 51.03 Total (1:02) 303.13 Total (1:03) 180.00

A= Materials Unit Cost 51.03 Birr/ml B= Manpower Unit Cost 606.25 Birr/ml C= Equipment Unit Cost 360.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 1017.28 Birr/ml
Over head cost : 10% 101.73 "
Profit Cost: 10% 101.73 "
Indexed Factor 40%
Total Unit Cost : 1,709.02 Birr/ml

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
7.Plastering and Pointinting
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 m2/hr

WORK ITEM: (6.11) 3 Coats of cement plastering ( 1:3 ) (To internal wall) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 282.71 Birr/m2

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.10 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand m3 0.02 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
water m3 0.07 0.00 0.00 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.88 160.72

3rd coat 1.88 58.34

Total (1:01) 0.00 Total (1:02) 219.06 Total (1:03) 31.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 219.06 Birr/m2 C= Equipment Unit Cost 16.53 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 235.59 Birr/m2
Over head cost : 10% 23.56 "
Profit Cost: 10% 23.56 "
Total Unit Cost : 282.71 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 215
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 m2/hr
WORK ITEM: (6.12) 3 Coats of cement plastering ( 1:3 ) (To external wall) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 521.17 Birr/m2

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.10 1507.00 155.22 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand m3 0.02 1187.50 26.13 Plasterer 1.00 1.00 62.50 62.50 scaffolding 4.00 13.00 52.00
water m3 0.07 50.00 3.50 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25

140.63
1st&2nd coat 0.88 160.72
3rd coat 1.88 58.34

Total (1:01) 184.85 Total (1:02) 219.06 Total (1:03) 57.00

A= Materials Unit Cost 184.85 Birr/m 2

B= Manpower Unit Cost 219.06 Birr/m C= Equipment Unit Cost
2
30.40 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 434.31 Birr/m2
Over head cost : 10% 43.43 "
Profit Cost: 10% 43.43 "
Total Unit Cost : 521.17 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.875 m2/hr
WORK ITEM: (6.13) 3 Coats of cement plastering to exposed beams and columns. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : #VALUE! Birr/m2
** Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
cement qt. 0.10 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand m3 0.02 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scafolding 3.00 13.00 39.00
water m3 0.07 0.00 0.00 Chiseler 1.00 1.00 31.25 31.25

DL 1.00 1.00 31.25 31.25

140.63
1st&2nd coat 0.75 187.51
3rd coat 1.88 58.34

#VALUE! 245.84 44.00

A= Materials Unit Cost #VALUE! Birr/m2 B= Manpower Unit Cost 245.84 Birr/m2 C= Equipment Unit Cost 23.47 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = #VALUE! Birr/m2
Over head cost : 10% #VALUE! "
Profit Cost: 10% #VALUE! "
Total Unit Cost : #VALUE! Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 217
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 m2/hr
WORK ITEM: (6.14) 3 Coats of cement plastering to Slab soffit beams soffit EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : #VALUE! Birr/m2
** Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
cement qt. 0.10 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand m 3
0.02 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scafolding 3.00 13.00 39.00

water m3 0.07 Err:509 Err:509 Chiseler 1.00 1.00 31.25 31.25

DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.63 225.01
3rd coat 1.50 72.92

#VALUE! 297.93 44.00

A= Materials Unit Cost #VALUE! Birr/m2 B= Manpower Unit Cost 297.93 Birr/m2 C= Equipment Unit Cost 29.33 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = #VALUE! Birr/m2
Over head cost : 10% #VALUE! "
Profit Cost: 10% #VALUE! "
Total Unit Cost : #VALUE! Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 m2/hr
WORK ITEM: (6.15) 2 Coats of cement plastering intenal vertical surface. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 200.22 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.09 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00

sand m3 0.02 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 0.50 13.00 6.50
water m3 0.07 0.00 0.00 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.88 160.72

Total (1:01) 0.00 Total (1:02) 160.72 Total (1:03) 11.50

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 160.72 Birr/m2 C= Equipment Unit Cost 6.13 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 166.85 Birr/m2
Over head cost : 10% 16.69 "
Profit Cost: 10% 16.69 "
Total Unit Cost : 200.22 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 219
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 m2/hr
WORK ITEM: (6.16) 2 Coats of cement plastering External vertical surface. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 212.70 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.09 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00

sand m3 0.02 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
water m3 0.07 0.00 0.00 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.88 160.72

Total (1:01) 0.00 Total (1:02) 160.72 Total (1:03) 31.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 160.72 Birr/m2 C= Equipment Unit Cost 16.53 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 177.25 Birr/m2
Over head cost : 10% 17.73 "
Profit Cost: 10% 17.73 "
Total Unit Cost : 212.70 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 m2/hr
WORK ITEM: (6.17) cement wash vertical surface. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 101.52 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.04 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00

sand m3 0.00 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 1.00 13.00 13.00
water m3 0.01 0.00 0.00 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 1.88 75.00

Total (1:01) 0.00 Total (1:02) 75.00 Total (1:03) 18.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 75.00 Birr/m2 C= Equipment Unit Cost 9.60 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 84.60 Birr/m2
Over head cost : 10% 8.46 "
Profit Cost: 10% 8.46 "
Total Unit Cost : 101.52 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 221
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.50 m2/hr
WORK ITEM: (6.18) 2 Coats of cement plastering Exposed column and beam EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 217.66 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.09 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00

sand m3 0.02 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
water m3 0.07 0.00 0.00 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.88 160.72

Total (1:01) 0.00 Total (1:02) 160.72 Total (1:03) 31.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 160.72 Birr/m2 C= Equipment Unit Cost 20.67 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 181.39 Birr/m2
Over head cost : 10% 18.14 "
Profit Cost: 10% 18.14 "
Total Unit Cost : 217.66 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.75 m2/hr
WORK ITEM: (6.19) 2 Coats of cement plastering concrete soffit EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 291.27 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.09 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00

sand m3 0.02 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
water m3 0.07 0.00 0.00 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.63 225.01

Total (1:01) 0.00 Total (1:02) 225.01 Total (1:03) 31.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 225.01 Birr/m2 C= Equipment Unit Cost 17.71 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 242.72 Birr/m2
Over head cost : 10% 24.27 "
Profit Cost: 10% 24.27 "
Total Unit Cost : 291.27 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 223
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2.50 m2/hr
WORK ITEM: (6.20) Final Coat of cement Rendering . EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 102.83 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.03 1130.43 29.91 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00

sand m3 0.01 625.00 4.38 Plasterer 1.00 1.00 62.50 62.50 scaffolding 0.50 13.00 6.50
water m3 0.01 50.00 0.25 DL 1.00 1.00 31.25 31.25 Rander machine 1.00 7.00 7.00

Total (1:01) 34.54 Total (1:02) 0.00 Total (1:03) 18.50

109.38
A= Materials Unit Cost 34.54 Birr/m2 B= Manpower Unit Cost 43.75 Birr/m2 C= Equipment Unit Cost 7.40 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 85.69 Birr/m2
Over head cost : 10% 8.57 "
Profit Cost: 10% 8.57 "
Total Unit Cost : 102.83 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 m2/hr
WORK ITEM: (6.21) Final Coat of cement plastering vetical and exposed column and beam EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 77.36 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.01 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00

sand m3 0.00 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 0.50 13.00 6.50
water m3 0.01 0.00 0.00 DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 0.00 Total (1:03) 11.50

109.38
A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 58.34 Birr/m2 C= Equipment Unit Cost 6.13 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 64.47 Birr/m2
Over head cost : 10% 6.45 "
Profit Cost: 10% 6.45 "
Total Unit Cost : 77.36 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 225
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.25 m2/hr
WORK ITEM: (6.22) Final Coat of cement plastering concrete soffit EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 116.04 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.01 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00

sand m3 0.00 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 0.50 13.00 6.50
water m3 0.01 0.00 0.00 DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 0.00 Total (1:03) 11.50

109.38
A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 87.50 Birr/m2 C= Equipment Unit Cost 9.20 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 96.70 Birr/m2
Over head cost : 10% 9.67 "
Profit Cost: 10% 9.67 "
Total Unit Cost : 116.04 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.25 m2/hr
WORK ITEM: (6.23) Final Coat of Gypsum plastering Soffit EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 116.04 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
Gypsum Kg 3.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
water m3 0.01 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 0.50 13.00 6.50

DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 0.00 Total (1:03) 11.50

109.38
A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 87.50 Birr/m2 C= Equipment Unit Cost 9.20 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 96.70 Birr/m2
Over head cost : 10% 9.67 "
Profit Cost: 10% 9.67 "
Total Unit Cost : 116.04 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 227
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.63 m2/hr
WORK ITEM: (6.24) Final Coat of Gypsum plastering Vetical wall and Exposed column and beam EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 89.27 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 3.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
water m3 0.01 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 0.50 13.00 6.50
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 0.00 Total (1:03) 11.50

109.38
A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 67.31 Birr/m2 C= Equipment Unit Cost 7.08 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 74.39 Birr/m2
Over head cost : 10% 7.44 "
Profit Cost: 10% 7.44 "
Total Unit Cost : 89.27 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 m2/hr
WORK ITEM: (6.25) Final Coat of Gypsum plastering external Vetical wall and Exposed column and b EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 77.36 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
Gypsum qt. 3.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
water m3 0.01 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 0.50 13.00 6.50
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 0.00 Total (1:03) 11.50

109.38
A= Materials Unit Cost 0.00 Birr/m 2
B= Manpower Unit Cost 58.34 Birr/m2
C= Equipment Unit Cost 6.13 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 64.47 Birr/m2
Over head cost : 10% 6.45 "
Profit Cost: 10% 6.45 "
Total Unit Cost : 77.36 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 229
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.625 m2/hr
WORK ITEM: (6.26) Cement pointing to H.C.B.wall surface (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 119.91 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.01 1130.43 10.17 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand m 3
0.00 625.00 1.25 Plasterer 1.00 1.00 62.50 62.50 scaffolding 1.00 13.00 13.00
water m3 0.01 50.00 0.50 Chiseler 1.00 0.50 31.25 15.63
DL 1.00 1.00 31.25 31.25

Total (1:01) 11.92 Total (1:02) 125.01 Total (1:03) 18.00

A= Materials Unit Cost 11.92 Birr/m2 B= Manpower Unit Cost 76.93 Birr/m2 C= Equipment Unit Cost 11.08 Birr/m2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 99.93 Birr/m2
Over head cost : 10% 9.99 "
Profit Cost: 10% 9.99 "
Total Unit Cost : 119.91 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1 m2/hr
WORK ITEM: (6.27) Cement pointing to Brick.wall surface (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 171.61 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.01 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand m3 0.00 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 1.00 13.00 13.00
water m3 0.01 0.00 0.00 Chiseler 1.00 0.50 31.25 15.63
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 125.01 Total (1:03) 18.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 125.01 Birr/m2 C= Equipment Unit Cost 18.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 143.01 Birr/m2
Over head cost : 10% 14.30 "
Profit Cost: 10% 14.30 "
Total Unit Cost : 171.61 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 231
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1 m2/hr
WORK ITEM: (6.28) Cement pointing to stonemasonry.wall surface (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 171.61 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.02 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand m3 0.01 0.00 0.00 Plasterer 1.00 1.00 62.50 62.50 scaffolding 1.00 13.00 13.00
water m3 0.01 0.00 0.00 Chiseler 1.00 0.50 31.25 15.63
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 125.01 Total (1:03) 18.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 125.01 Birr/m2 C= Equipment Unit Cost 18.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 143.01 Birr/m2
Over head cost : 10% 14.30 "
Profit Cost: 10% 14.30 "
Total Unit Cost : 171.61 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
8. FINISHING WORKS.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 m2/hr
WORK ITEM: (6.29) 2mm. thick PVC flooring. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 130.50 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
PVC tile m2 1.02 0.00 Forman 1.00 0.25 62.50 15.63 tools 2 5.00 10.00
Adhesive glue kg 0.30 0.00 Tiler 1.00 1.00 75.00 75.00
Polishing kg 0.05 0.00 DL 2.00 1.00 31.25 62.50

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 102.09 Birr/m2 C= Equipment Unit Cost 6.67 Birr/m2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 108.75 Birr/m2
Over head cost : 10% 10.88 "
Profit Cost: 10% 10.88 "
Total Unit Cost : 130.50 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 233
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 2 m2/hr
WORK ITEM: (6.30) 2mm. thick MONOLETIC PVC flooring. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 189.38 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost

2mm thick monolotic PVC tile m 2

1.02 0.00 0 Forman 1.00 0.25 62.50 15.63 Welding M. 1 87.50 87.5
Adhesive glue kg 0.2 0.00 0 Tiler 1.00 1.00 75.00 75.00 0
0.00 DL 2.00 1.00 31.25 62.50 0
0 Welder 1 1 75.00 75 0
0 0 0
0 0 0
0 0 0
Total (1:01) 0.00 Total (1:02) 228.13 Total (1:03) 87.5

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 114.06 Birr/m2 C= Equipment Unit Cost 43.75 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 157.81 Birr/m2
Over head cost : 10% 15.78 "
Profit Cost: 10% 15.78 "
Total Unit Cost : 189.38 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: LABOUR HOURLY OUTPUT: 1.63 m2 /hr
WORK ITEM: (6.31) Coble Stone EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 301.96 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Coble stone pcs 105.00 2.10 220.50 Foreman 1.00 0.20 62.50 12.50 Tools 2.00 5.00 10.00

Sand Bed m3 0.11 0.00 0.00 mason 1.00 1.00 62.50 62.50
40cm select material m3 0.5 0.00 0.00 D/L 2.00 1.00 31.25 62.50

Total (1:01) 220.50 Total (1:02) 137.50 Total (1:03) 10.00

A= Materials Unit Cost 220.50 Birr/m2 B= Manpower Unit Cost 25.00 Birr/m2 C= Equipment Unit Cost 6.13 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 251.63 Birr/m2
Over head cost : 10% 25.16 "
Profit Cost: 10% 25.16 "
Total Unit Cost : 301.96 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.50 m2/hr
WORK ITEM: (6.32) 3cm. Thick cement screed flooring (with out glass). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 450.37 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.13 1507.00 195.91 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
sand m3 0.03 1187.50 36.81 Plasterer 2.00 1.00 62.50 125.00
water m3 0.01 50.00 0.50 DL 2.00 1.00 31.25 62.50

Total (1:01) 233.22 Total (1:02) 203.13 Total (1:03) 10.00

A= Materials Unit Cost 233.22 Birr/m2 B= Manpower Unit Cost 135.42 Birr/m2 C= Equipment Unit Cost 6.67 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 375.31 Birr/m2
Over head cost : 10% 37.53 "
Profit Cost: 10% 37.53 "
Total Unit Cost : 450.37 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 235
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.50 m2/hr
WORK ITEM: (6.32) 5cm. Thick cement screed flooring (with out glass). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 170.50 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.24 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
sand m3 0.05 0.00 0.00 Plasterer 2.00 1.00 62.50 125.00
water m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50

Total (1:01) 0.00 Total (1:02) 203.13 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 135.42 Birr/m 2
C= Equipment Unit Cost 6.67 Birr/m2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 142.09 Birr/m2
Over head cost : 10% 14.21 "
Profit Cost: 10% 14.21 "
Total Unit Cost : 170.50 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

Remark _____________________________________________________________________________ LABOUR HOURLY OUTPUT: 1.50 m2/hr
WORK ITEM: (6.33) Ceramic tile flooring 6mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 130.50 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Adhesive glue Kg 3.80 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2 5.00 10.00
Water m3
0.005 0.00 0.00 Tiler 1.00 1.00 75.00 75.00
Filler kg 1.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
6mm thick ceramic tile m2 1.02 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 102.09 Birr/m 2
C= Equipment Unit Cost 6.67 Birr/m 2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 108.75 Birr/m2
Over head cost : 10% 10.88 "
Profit Cost: 10% 10.88 "
Total Unit Cost : 130.50 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

UF: UTILIZATION FACTOR LABOUR HOURLY OUTPUT: 1.50 m2/hr
WORK ITEM: (6.33) Ceramic tile flooring 7mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 130.50 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Adhesive glue Kg 3.80 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2 5.00 10.00
Water m3 0.005 0.00 0.00 Tiler 1.00 1.00 75.00 75.00
Filler kg 1.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
7mm thick ceramic tile m2 1.02 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 102.09 Birr/m2 C= Equipment Unit Cost 6.67 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 108.75 Birr/m2
Over head cost : 10% 10.88 "
Profit Cost: 10% 10.88 "
Total Unit Cost : 130.50 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS LABOUR HOURLY OUTPUT: 1.50 m2/hr
WORK ITEM: (6.33) Ceramic tile flooring 8mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 130.50 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Adhesive glue Kg 3.80 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2 5.00 10.00
Water m3 0.005 0.00 0.00 Tiler 1.00 1.00 75.00 75.00
Filler kg 1.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
8mm thick ceramic tile m2 1.02 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 102.09 Birr/m2 C= Equipment Unit Cost 6.67 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 108.75 Birr/m2
Over head cost : 10% 10.88 "
Profit Cost: 10% 10.88 "
Total Unit Cost : 130.50 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 237
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.50 m2/hr
WORK ITEM: (6.33) Ceramic tile flooring 9mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 130.50 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Adhesive glue Kg 3.80 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2 5.00 10.00
Water m3 0.005 0.00 0.00 Tiler 1.00 1.00 75.00 75.00
Filler kg 1.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
9mm thick ceramic tile m2 1.02 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 102.09 Birr/m2 C= Equipment Unit Cost 6.67 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 108.75 Birr/m2
Over head cost : 10% 10.88 "
Profit Cost: 10% 10.88 "
Total Unit Cost : 130.50 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

TOTAL QANTITY OF WORK ITEM: LABOUR HOURLY OUTPUT: 1.50 m2/hr
WORK ITEM: (6.33) Ceramic tile flooring 10mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 130.50 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Adhesive glue Kg 3.80 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2 5.00 10.00
Water m3
0.005 0.00 0.00 Tiler 1.00 1.00 75.00 75.00
Filler kg 1.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
10mm thick ceramic tile m2 1.02 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 102.09 Birr/m 2
C= Equipment Unit Cost 6.67 Birr/m 2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 108.75 Birr/m2
Over head cost : 10% 10.88 "
Profit Cost: 10% 10.88 "
Total Unit Cost : 130.50 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.88 m2/hr
WORK ITEM: (6.34) 250X250mm porcelain tile EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 223.72 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Hourly Hourly Hourly
Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Adhesive glue Kg 3.80 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
Water m3 0.01 0.00 0.00 tiler 1.00 1.00 75.00 75.00
Filler kg 1.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
250X250mm porcelain tile m2 1.02 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 175.01 Birr/m2 C= Equipment Unit Cost 11.43 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 186.43 Birr/m2
Over head cost : 10% 18.64 "
Profit Cost: 10% 18.64 "
Total Unit Cost : 223.72 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

WORK ITEM: (6.37) LABOUR HOURLY OUTPUT: 0.88 m2/hr
WORK ITEM: (6.34) Porcelain floor tile 8mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 223.72 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Hourly Hourly Hourly
Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Adhesive glue Kg 3.80 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
Water m3 0.01 0.00 0.00 tiler 1.00 1.00 75.00 75.00
Filler kg 1.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
porcelain tile 8mm thick m2 1.02 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 175.01 Birr/m2 C= Equipment Unit Cost 11.43 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 186.43 Birr/m2
Over head cost : 10% 18.64 "
Profit Cost: 10% 18.64 "
Total Unit Cost : 223.72 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

TOTAL QANTITY OF WORK ITEM: LABOUR HOURLY OUTPUT: 0.88 m2/hr
WORK ITEM: (6.34) Porcelain floor tile 9mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 223.72 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Hourly Hourly Hourly
Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Adhesive glue Kg 3.80 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
Water m 3
0.01 0.00 0.00 tiler 1.00 1.00 75.00 75.00
Filler kg 1.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
porcelain tile 9mm thick m2 1.02 0.00

Page 239
 Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 175.01 Birr/m C= Equipment Unit Cost
2
11.43 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 186.43 Birr/m2
Over head cost : 10% 18.64 "
Profit Cost: 10% 18.64 "
Total Unit Cost : 223.72 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

TOTAL QANTITY OF WORK ITEM: LABOUR HOURLY OUTPUT: 0.88 m2/hr
WORK ITEM: (6.34) Porcelain floor tile 9mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 223.72 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Hourly Hourly Hourly
Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Adhesive glue Kg 3.80 0.00 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
Water m3 0.01 0.00 0.00 tiler 1.00 1.00 75.00 75.00
Filler kg 1.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
porcelain tile 9mm thick m2 1.02 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 175.01 Birr/m2 C= Equipment Unit Cost 11.43 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 186.43 Birr/m2
Over head cost : 10% 18.64 "
Profit Cost: 10% 18.64 "
Total Unit Cost : 223.72 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: m2/hr
WORK ITEM ( 6.35 ) 2mm thick Epoxy floor topping EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT 0.00 Birr/m
2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Hourly Hourly Hourly
Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
2mm thick Nitofloor m2 1.00 0.00

0.00
0.00
0.00
0.00
0.00
0.00
0.00
Total (1:-01) 0.00 Total (1:02) Total (1:03) 0.00

A= Material unit cost 0.00 Birr/m2 B=Manpower Unit Cost Birr/m2 C= Equipment Unit Cost Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of work item = A+B+C = 0.00 Birr/m2
Overhead Cost : 10% 0.00 "
Profit Cost: 10% 0.00 "
Total Unit Cost : 0.00 Birr/m2
Remark ______________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 241
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS LABOUR HOURLY OUTPUT: m2/hr
WORK ITEM ( 6.36) 3mm thick Epoxy floor topping EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT 0.00 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Hourly Hourly Hourly
Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
3mm thick Nitofloor m 2
1.00 0.00

0.00
0.00
0.00
0.00

0.00
0.00
0.00
Total (1:-01) 0.00 Total (1:02) Total (1:03) 0.00

A= Material unit cost 0.00 Birr/m2 B=Manpower Unit Cost Birr/m2 C= Equipment Unit Cost Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of work item = A+B+C = 0.00 Birr/m2
Overhead Cost : 10% 0.00 "
Profit Cost: 10% 0.00 "
Total Unit Cost : 0.00 Birr/m2
Remark ______________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.75 m2/hr
WORK ITEM: (6.37) Terrazzo tile flooring(1:3) 40mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 130.86 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 0.17 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
sand m3 0.041 0.00 0.00 Tiler 1.00 1.00 75.00 75.00 Mixer 1.00 0.00 0.00
water m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
cement grout qt. 0.01 1130.43 15.83
Terrazzo tile m2 1.02 0.00

Total (1:01) 15.83 Total (1:02) 153.13 Total (1:03) 10.00

A= Materials Unit Cost 15.83 Birr/m2 B= Manpower Unit Cost 87.50 Birr/m2 C= Equipment Unit Cost 5.71428571429 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 109.05 Birr/m2
Over head cost : 10% 10.90 "
Profit Cost: 10% 10.90 "
Total Unit Cost : 130.86 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

WORK ITEM: (6.33) LABOUR HOURLY OUTPUT: 1.25 m2/hr
WORK ITEM: (6.37) Terrazzo tile flooring(1:3) 30mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 175.60 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 0.17 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
sand m3 0.041 0.00 0.00 Tiler 1.00 1.00 75.00 75.00 Mixer 1.00 0.00 0.00
water m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
cement grout qt. 0.01 1130.43 15.83
Terrazzo tile m2 1.02 0.00

Total (1:01) 15.83 Total (1:02) 153.13 Total (1:03) 10.00

A= Materials Unit Cost 15.83 Birr/m2 B= Manpower Unit Cost 122.50 Birr/m2 C= Equipment Unit Cost 8 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 146.33 Birr/m2
Over head cost : 10% 14.63 "
Profit Cost: 10% 14.63 "
Total Unit Cost : 175.60 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.25 m2/hr
WORK ITEM: (6.37) Terrazzo tile flooring(1:3) 20mm thick EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 970.61 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 0.17 1507.00 253.18 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
sand m3 0.041 625.00 25.63 Tiler 1.00 1.00 75.00 75.00 Mixer 1.00 0.00 0.00
water m3 0.01 50.00 0.40 DL 2.00 1.00 31.25 62.50
cement grout qt. 0.01
Terrazzo tile m2 1.02 391.30 399.13

Total (1:01) 678.34 Total (1:02) 153.13 Total (1:03) 10.00

Page 243
A= Materials Unit Cost 678.34 Birr/m2 B= Manpower Unit Cost 122.50 Birr/m2 C= Equipment Unit Cost 8 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 808.84 Birr/m2
Over head cost : 10% 80.88 "
Profit Cost: 10% 80.88 "
Total Unit Cost : 970.61 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.54 m2 /hr
WORK ITEM: (6.38) 15x15 cm. Ceramic wall tile.(1:2). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 478.62 Birr/m2

Hourly
Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Rental Hourly Cost
15x15 ceramic tile pc 45.30 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
cement qt 0.06 0.00 tiler 1.00 1.00 75.00 75.00 Tools 1.00 5.00 5.00
sand m3 0.01 0.00 0.00 DL 1.00 1.00 31.25 31.25
water m3 0.01 0.00 0.00
White cement grout Kg 0.01 0.00

Total (1:01) 0.00 Total (1:02) 121.88 Total (1:03) 92.50

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 226.75 Birr/m2 C= Equipment Unit Cost 172.09 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 398.85 Birr/m2
Over head cost : 10% 39.88 "
Profit Cost: 10% 39.88 "
Total Unit Cost : 478.62 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 245
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. Ceramic wall tiles LABOUR HOURLY OUTPUT: 0.54 m2 /hr
WORK ITEM: (6.39) (200x300x8mm) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 478.62 Birr/m2

Hourly
Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Rental Hourly Cost
cermaic wall tiles 200x300x8mm m2 1.02 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Adhesive kg 3.80 0.00 0.00 tiler 1.00 1.00 75.00 75.00 Tools 1.00 5.00 5.00
Filler kg 1.01 0.00 0.00 DL 1.00 1.00 31.25 31.25
water m3 0.01 0.00 0.00

Total (1:01) 0.00 Total (1:02) 121.88 Total (1:03) 92.50

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 226.75 Birr/m2 C= Equipment Unit Cost 172.09 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 398.85 Birr/m2
Over head cost : 10% 39.88 "
Profit Cost: 10% 39.88 "
Total Unit Cost : 478.62 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.54 m2 /hr
WORK ITEM: (6.40) Mosic wall tiles EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 478.62 Birr/m2

Hourly
Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Rental Hourly Cost
Mosic wall tiles m2
1.02 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Adhesive kg 3.80 0.00 0.00 tiler 1.00 1.00 75.00 75.00 Tools 1.00 5.00 5.00
Filler kg 1.01 0.00 0.00 DL 1.00 1.00 31.25 31.25
water m3 0.01 0.00 0.00

Total (1:01) 0.00 Total (1:02) 121.88 Total (1:03) 92.50

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 226.75 Birr/m2 C= Equipment Unit Cost 172.09 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 398.85 Birr/m2
Over head cost : 10% 39.88 "
Profit Cost: 10% 39.88 "
Total Unit Cost : 478.62 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 247
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
Type of Material LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.41) 30mm. Thick Marble window cill (1:3) on HCB. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 179.20 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Marble window cill for HCB m 2
0.30 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 Mason 1.00 1.00 62.50 62.50 Tools 1.00 5.00 5.00
sand m 3
0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Bull nozing ml 1.00 25.00 25.00

Total (1:01) 25.00 Total (1:02) 140.63 Total (1:03) 92.50

A= Materials Unit Cost 25.00 Birr/ml B= Manpower Unit Cost 75.00 Birr/ml C= Equipment Unit Cost 49.33 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 149.34 Birr/ml
Over head cost : 10% 14.93 "
Profit Cost: 10% 14.93 "
Total Unit Cost : 179.20 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
Type of Material LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.42) 20mm. thick Terrazo threshold. (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 160.81 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Terrazoe (w=20cm) m 2
0.21 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 1.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m 3
0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 1130.43 0.34

Total (1:01) 0.34 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.34 Birr/ml B= Manpower Unit Cost 81.67 Birr/ml C= Equipment Unit Cost 52.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 134.01 Birr/ml
Over head cost : 10% 13.40 "
Profit Cost: 10% 13.40 "
Total Unit Cost : 160.81 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 249
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.43) 20mm. thick terrazo threshold.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 160.81 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm terrazo size 250mm m2 0.255 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.045 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2 5.00 10.00
sand m3 0.009 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 1130.43 0.34

Total (1:01) 0.34 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.34 Birr/ml B= Manpower Unit Cost 81.67 Birr/ml C= Equipment Unit Cost 52.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 134.01 Birr/ml
Over head cost : 10% 13.40 "
Profit Cost: 10% 13.40 "
Total Unit Cost : 160.81 Birr/ml
Remark _____________________________________________________________________________ 160.81
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

WORK ITEM: (6.43) LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.44) 20mm. thick Marble threshold.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 160.81 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble size 200mm m 2
0.21 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 1.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m 3
0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00

cement grout qt 0.00 1130.43 0.34

Total (1:01) 0.34 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.34 Birr/ml B= Manpower Unit Cost 81.67 Birr/ml C= Equipment Unit Cost 52.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 134.01 Birr/ml
Over head cost : 10% 13.40 "
Profit Cost: 10% 13.40 "
Total Unit Cost : 160.81 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.45) 20mm. thick Marble threshold.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 160.81 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble size 250mm m2 0.2625 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.045 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2 5.00 10.00
sand m3 0.009 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 1130.43 0.34

Total (1:01) 0.34 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.34 Birr/ml B= Manpower Unit Cost 81.67 Birr/ml C= Equipment Unit Cost 52.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 134.01 Birr/ml
Over head cost : 10% 13.40 "
Profit Cost: 10% 13.40 "
Total Unit Cost : 160.81 Birr/ml
Remark _____________________________________________________________________________ 160.81
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.25 m2 /hr
WORK ITEM: (6.46) Granite wall Cladding EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 1015.80 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Granite wall Cladding m2 1.05 0.00 0.00 Foreman 1.00 0.25 62.50 15.63 Tools 2 5.00 10
Cement Qi 0.0882 0.00 0 tiler 1.00 1.00 75.00 75.00 Scaffolding 2 13.00 26
Sand m3 0.023 0.00 0.000 D/L 2.00 1.00 31.25 62.50 0
Silcon pc 1.5 60 90.000 0
Reinforcement kg 4.94 0.00 0.000 0 0
0.000 0 0
0 0
0 0
90.00 Total (1:02) 153.13 Total (1:03) 36

A= Materials Unit Cost 90.00 Birr/m2 B= Manpower Unit Cost 612.50 Birr/m2 C= Equipment Unit Cost 144.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 846.50 Birr/m2
Over head cost : 10% 84.65 "
Profit Cost: 10% 84.65 "
Total Unit Cost : 1015.80 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 251
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.25 m2 /hr
WORK ITEM: (6.46) Marble wall Cladding EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 907.80 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Marble wall Cladding m2 1.05 0.00 0.00 Foreman 1.00 0.25 62.50 15.63 Tools 2 5.00 10
Cement Qi 0.0882 0.00 0 tiler 1.00 1.00 75.00 75.00 Scaffolding 2 13.00 26
Sand m3 0.023 0.00 0.000 D/L 2.00 1.00 31.25 62.50 0
Silcon pc 1.5 0 0.000 0
Reinforcement kg 4.94 0.00 0.000 0 0
0.000 0 0
0 0
0 0
0.00 Total (1:02) 153.13 Total (1:03) 36

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 612.50 Birr/m2 C= Equipment Unit Cost 144.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 756.50 Birr/m2
Over head cost : 10% 75.65 "
Profit Cost: 10% 75.65 "
Total Unit Cost : 907.80 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.625 m2 /hr
WORK ITEM: (6.47) klinker wall Cladding EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 338.16 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Klinker Wall clading m2 1.05 0.00 0.00 Foreman 1.00 0.25 62.50 15.63 Tools 2 5.00 10
Adhesive kg 3.8 0.00 0 tiler 1.00 1.00 75.00 75.00 Scaffolding 1 13.00 13
Joint Filler kg 1.4 0.00 0.000 D/L 2.00 1.00 31.25 62.50 0
0
0 0
0.000 0 0
0 0
0 0
0.00 Total (1:02) 153.13 Total (1:03) 23

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 245.00 Birr/m2 C= Equipment Unit Cost 36.80 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 281.80 Birr/m2
Over head cost : 10% 28.18 "
Profit Cost: 10% 28.18 "
Total Unit Cost : 338.16 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2 m2/hr
WORK ITEM: (11.49) Semi-dressed kebena stone cladding EQUIPEMENT:

TOTAL QANTITY OF WORK ITEM: 1 m² RESULT : 159 Birr/m²

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Kebena stone m2 1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Cement Qtl 0.40 0.00 0.00 Masonary 2 1 62.50 125.00
Sand m3 0.10 0.00 0.00 D/L 4 1 31.25 125.00
Water m3 0.03 0.00 0.00

Total (1:01) 0.00 Total (1:02) 265.63 Total (1:03) 10

A= Materials Unit Cost 0 Birr/m2 B= Manpower Unit Cost 132.81 Birr/m2 C= Equipment Unit Cost 5 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 137.81 Birr/m2
Over head cost : 8% 11.03 "
Profit Cost: 7% 10.42 "
Total Unit Cost : 159.26 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.75 m2/hr
WORK ITEM: (11.49) Alolo stone cladding EQUIPEMENT:

TOTAL QANTITY OF WORK ITEM: 1 m² RESULT : 182 Birr/m²

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost

Page 253
Alolo stone m2 1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Cement Qtl 0.50 0.00 0.00 Masonary 2 1 62.50 125.00
Sand m3 0.10 0.00 0.00 D/L 4 1 31.25 125.00
Water m3 0.03 0.00 0.00

Total (1:01) 0.00 Total (1:02) 265.63 Total (1:03) 10

A= Materials Unit Cost 0 Birr/m2 B= Manpower Unit Cost 151.79 Birr/m2 C= Equipment Unit Cost 5.71428571429 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 157.50 Birr/m2
Over head cost : 8% 12.60 "
Profit Cost: 7% 11.91 "
Total Unit Cost : 182.01 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.75 m2/hr
WORK ITEM: (11.49) Ambo stone cladding EQUIPEMENT:

TOTAL QANTITY OF WORK ITEM: 1 m² RESULT : 182 Birr/m²

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Ambo stone m2 1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Cement Qtl 0.40 0.00 0.00 Masonary 2 1 62.50 125.00
Sand m3 0.10 0.00 0.00 D/L 4 1 31.25 125.00
Water m3 0.03 0.00 0.00

Total (1:01) 0.00 Total (1:02) 265.63 Total (1:03) 10

A= Materials Unit Cost 0 Birr/m2

B= Manpower Unit Cost 151.79 Birr/m 2
C= Equipment Unit Cost 5.71428571429 Birr/m 2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 157.50 Birr/m2
Over head cost : 8% 12.60 "
Profit Cost: 7% 11.91 "
Total Unit Cost : 182.01 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2.5 m2/hr
WORK ITEM: (11.49) 1cm thick Timber cladding EQUIPEMENT:

TOTAL QANTITY OF WORK ITEM: 1 m² RESULT : 206 Birr/m²

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Timber m2 1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
4x5cm batten ml 6 10.51 63.04 Masonary 2 1 62.50 125.00
Nail kg 0.03 165.22 4.96 D/L 4 1 31.25 125.00

Total (1:01) 68.00 Total (1:02) 265.63 Total (1:03) 10

A= Materials Unit Cost 68 Birr/m2 B= Manpower Unit Cost 106.25 Birr/m2 C= Equipment Unit Cost 4 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 178.25 Birr/m2
Over head cost : 8% 14.26 "
Profit Cost: 7% 13.48 "
Total Unit Cost : 205.99 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2.5 m2/hr
WORK ITEM: (11.49) Plastic paper cladding EQUIPEMENT:

TOTAL QANTITY OF WORK ITEM: 1 m² RESULT : 61 Birr/m²

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Plastic paper m2
1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Animal giue kg 0.05 0.00 0.00 Tiler 1 1 75.00 75.00
0.00 DL 1 1 31.25 31.25

Total (1:01) 0.00 Total (1:02) 121.88 Total (1:03) 10

A= Materials Unit Cost 0 Birr/m2 B= Manpower Unit Cost 48.75 Birr/m2 C= Equipment Unit Cost 4 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________

Page 255
 Direct Cost of Work Item = A+B+C = 52.75 Birr/m2
Over head cost : 8% 4.22 "
Profit Cost: 7% 3.99 "
Total Unit Cost : 60.96 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 4 m2/hr
WORK ITEM: (11.49) Kaki and news paper cladding wall EQUIPEMENT:

TOTAL QANTITY OF WORK ITEM: 1 m² RESULT : 38 Birr/m²

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Kaki or News paper m2 1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Animal giue kg 0.02 0.00 0.00 Tiler 1 1 75.00 75.00
DL 1 1 31.25 31.25

Total (1:01) 0.00 Total (1:02) 121.88 Total (1:03) 10

A= Materials Unit Cost 0 Birr/m2 B= Manpower Unit Cost 30.47 Birr/m2 C= Equipment Unit Cost 2.5 Birr/m2
Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 32.97 Birr/m2
Over head cost : 8% 2.64 "
Profit Cost: 7% 2.49 "
Total Unit Cost : 38.10 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 3 m2/hr
WORK ITEM: (11.49) Abujedid cladding EQUIPEMENT:

TOTAL QANTITY OF WORK ITEM: 1 m² RESULT : 51 Birr/m²

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Abujedid m2 1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Animal giue kg 0.04 0.00 0.00 Tiler 1 1 75.00 75.00
DL 1 1 31.25 31.25

Total (1:01) 0.00 Total (1:02) 121.88 Total (1:03) 10

A= Materials Unit Cost 0 Birr/m2 B= Manpower Unit Cost 40.63 Birr/m2 C= Equipment Unit Cost 3.33333333333 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 43.96 Birr/m2
Over head cost : 8% 3.52 "
Profit Cost: 7% 3.32 "
Total Unit Cost : 50.80 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 257
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 3 m2/hr
WORK ITEM: (11.49) PVC wall tile type cladding EQUIPEMENT:

TOTAL QANTITY OF WORK ITEM: 1 m² RESULT : 51 Birr/m²

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
PVC wall tile type cladding m2 1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Animal giue kg 0.05 0.00 0.00 Tiler 1 1 75.00 75.00
DL 1 1 31.25 31.25

Total (1:01) 0.00 Total (1:02) 121.88 Total (1:03) 10

A= Materials Unit Cost 0 Birr/m2 B= Manpower Unit Cost 40.63 Birr/m2 C= Equipment Unit Cost 3.33333333333 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 43.96 Birr/m2
Over head cost : 8% 3.52 "
Profit Cost: 7% 3.32 "
Total Unit Cost : 50.80 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.875 m2/hr
WORK ITEM: (11.49) Aluminium cladding 4mm thick EQUIPEMENT:

TOTAL QANTITY OF WORK ITEM: 1 m² RESULT : 397 Birr/m²

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Almunium cladding 4mm m2 1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Adhesive kg 0.50 0.00 0.00 Aluminium worker 2 1 75.00 150.00
Aluminium worker 2 1 62.50 125.00
 Total (1:01) 0.00 Total (1:02) 290.63 Total (1:03) 10

A= Materials Unit Cost 0 Birr/m2 B= Manpower Unit Cost 332.14 Birr/m2 C= Equipment Unit Cost 11.43 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 343.57 Birr/m2
Over head cost : 8% 27.49 "
Profit Cost: 7% 25.97 "
Total Unit Cost : 397.03 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.625 m2/hr
WORK ITEM: (6.48) Marbel Chips Flooring. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 105.00 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
White Marble Chips Tone 0.0477273 0.00 0 0.00
Cement qt 0.14 0.00 0 0.00
Sand m3 0.034 0.00 0 0.00

water m3 0.002 0.00 0 0

polishing m2 1.00 0.00 0 0
Stone Chips Qt 0.1 0 0 0
Color Kg 0.2 0 0 0
Total (1:01) 0.00 Total (1:02) 0.00 Total (1:03) 0

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 150.00 Birr/m2 C= Equipment Unit Cost 0.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 150.00 Birr/m2
Over head cost : 10% 15.00 "
Profit Cost: 10% 15.00 "
Total Unit Cost : 180.00 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 259
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.79 m2/hr
WORK ITEM: (6.49) 2cm thick Granite flooring (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 400.90 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

 **
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
cement qt. 0.16 0.00 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.5
sand m3 0.032 0.00 0.00 tiler 1.00 1.00 75.00 75.00 Tools 2 5.00 10
water m3 0.005 0.00 0.00 DL 2.00 1.00 31.25 62.50 0
cement grout qt. 0.014 1130.43 15.83 0
2 cm. thick Granite m2 1.02 0.00 0.00 0 0

polish m2 1 0.00 0.00 0 0

0 0
0 0
0 0
Total (1:01) 15.83 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 15.83 Birr/m2 B= Manpower Unit Cost 194.44 Birr/m2 C= Equipment Unit Cost 123.81 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 334.08 Birr/m2
Over head cost : 10% 33.41 "
Profit Cost: 10% 33.41 "
Total Unit Cost : 400.90 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 261
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.79 m2/hr
WORK ITEM: (6.50) 3cm thick Granite flooring (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 400.90 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
cement qt. 0.117 0.00 0 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.5
sand m3 0.023 0.00 0 tiler 1.00 1.00 75.00 75.00 Tools 2 5.00 10
water m3 0.005 0.00 0 DL 2.00 1.00 31.25 62.50 0
cement grout qt. 0.014 1130.43 15.82609 0
3 cm. thick Granite m2 1.020 0.00 0 0 0
polish m2 1.000 0.00 0 0 0
0 0 0
0 0 0
0 0 0
Total (1:01) 15.83 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 15.83 Birr/m2 B= Manpower Unit Cost 194.44 Birr/m2 C= Equipment Unit Cost 123.81 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 334.08 Birr/m2
Over head cost : 10% 33.41 "
Profit Cost: 10% 33.41 "
Total Unit Cost : 400.90 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.79 m2/hr
WORK ITEM: (6.51) 10mmthick Granite flooring EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 381.90 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
10mmthick Granite flooring m2 1.02 0.00 0 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.5
polish m 2 1 0.00 0 tiler 1.00 1.00 75.00 75.00 Tools 2 5.00 10
water m3 0.005 0.00 0 DL 2.00 1.00 31.25 62.50 0
cement grout qt. 0.014 0.00 0 0
0 0
0 0
0 0 0
0 0 0
0 0 0
Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 194.44 Birr/m2 C= Equipment Unit Cost 123.81 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 318.25 Birr/m2
Over head cost : 10% 31.83 "
Profit Cost: 10% 31.83 "
Total Unit Cost : 381.90 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.79 m2/hr
WORK ITEM: (6.52) 10mm thick polished Granite flooring EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 381.90 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
10mm thick polished Granite flo m2 1.02 0.00 0 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.5
polish m2 1 0.00 0 tiler 1.00 1.00 75.00 75.00 Tools 2 5.00 10
water m3 0.005 0.00 0 DL 2.00 1.00 31.25 62.50 0
cement grout qt. 0.014 0.00 0 0
0 0
0 0
0 0 0
0 0 0
0 0 0
Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 194.44 Birr/m2 C= Equipment Unit Cost 123.81 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 318.25 Birr/m2
Over head cost : 10% 31.83 "
Profit Cost: 10% 31.83 "
Total Unit Cost : 381.90 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.79 m2/hr
WORK ITEM: (6.53) 10mm thick flamed Granite flooring EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1m 2
RESULT : 381.90 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
10mm thick flamed Granite floori m2 1.02 0.00 0 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.5
polish m2 1 0.00 0 tiler 1.00 1.00 75.00 75.00 Tools 2 5.00 10
water m3 0.005 0.00 0 DL 2.00 1.00 31.25 62.50 0
cement grout qt. 0.014 0.00 0 0
0 0
0 0
0 0 0
0 0 0
0 0 0
Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 194.44 Birr/m2 C= Equipment Unit Cost 123.81 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 318.25 Birr/m2
Over head cost : 10% 31.83 "
Profit Cost: 10% 31.83 "
Total Unit Cost : 381.90 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 263
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 ml /hr
WORK ITEM: (6.54) 20mm. thick marble riser.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 225.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble size 160mm m2 0.1632 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.029 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2 5.00 10.00
sand m3 0.006 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00
Buil nosing ml 1 25.00 25.00

Total (1:01) 25.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 25.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 188.01 Birr/ml
Over head cost : 10% 18.80 "
Profit Cost: 10% 18.80 "
Total Unit Cost : 225.61 Birr/ml
Remark _____________________________________________________________________________ 225.61
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 ml /hr
WORK ITEM: (6.55) 20mm. thick Granite riser .(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm granite riser size 160mm m2 0.1495 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2 5.00 10.00
sand m3 0.006 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________ 195.61
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 ml /hr
WORK ITEM: (6.55) 20mm. thick Granite riser .(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm granite riser size 160mm m2 0.1725 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2 5.00 10.00
sand m3 0.006 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________ 195.61
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 265
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 ml /hr
WORK ITEM: (6.56) 30mm. thick Granite Tread .(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 254.15 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm. thick Granite Tread .(1:3) m2 0.363 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.03 0.00 tiler 2.00 1.00 75.00 150.00 Tools 2 5.00 10.00
sand m3 0.006 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 228.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 148.38 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 211.79 Birr/ml
Over head cost : 10% 21.18 "
Profit Cost: 10% 21.18 "
Total Unit Cost : 254.15 Birr/ml
Remark _____________________________________________________________________________ 254.15
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 ml /hr
WORK ITEM: (6.56) 30mm. thick Granite Tread .(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 254.15 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm. thick Granite Tread .(1:3) m2 0.308 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.03 0.00 tiler 2.00 1.00 75.00 150.00 Tools 2 5.00 10.00
sand m3 0.006 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 228.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 148.38 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 211.79 Birr/ml
Over head cost : 10% 21.18 "
Profit Cost: 10% 21.18 "
Total Unit Cost : 254.15 Birr/ml
Remark _____________________________________________________________________________ 254.15
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 ml /hr
WORK ITEM: (6.56) 30mm. thick Granite Tread .(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 254.15 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

 **
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm. thick Granite Tread .(1:3) m2 0.33 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.03 0.00 tiler 2.00 1.00 75.00 150.00 Tools 2 5.00 10.00
sand m3 0.006 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 228.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 148.38 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 211.79 Birr/ml
Over head cost : 10% 21.18 "
Profit Cost: 10% 21.18 "
Total Unit Cost : 254.15 Birr/ml
Remark _____________________________________________________________________________ 254.15
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 ml /hr
WORK ITEM: (6.56) 20mm. thick Granite Tread .(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT
** : 254.15 Birr/ml
Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm. thick Granite Tread .(1:3) m2 0.308 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.03 0.00 tiler 2.00 1.00 75.00 150.00 Tools 2 5.00 10.00
sand m3 0.006 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 228.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 148.38 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 211.79 Birr/ml
Over head cost : 10% 21.18 "
Profit Cost: 10% 21.18 "
Total Unit Cost : 254.15 Birr/ml
Remark _____________________________________________________________________________ 254.15
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 ml /hr
WORK ITEM: (6.56) 20mm. thick Granite Tread .(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 254.15 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm. thick Granite Tread .(1:3) m2
0.33 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.03 0.00 tiler 2.00 1.00 75.00 150.00 Tools 2 5.00 10.00
sand m3 0.006 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 228.13 Total (1:03) 97.5

Page 267
A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 148.38 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 211.79 Birr/ml
Over head cost : 10% 21.18 "
Profit Cost: 10% 21.18 "
Total Unit Cost : 254.15 Birr/ml
Remark _____________________________________________________________________________ 254.15
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 ml /hr
WORK ITEM: (6.56) 20mm. thick Granite Tread .(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 254.15 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm. thick Granite Tread .(1:3) m2 0.363 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.03 0.00 tiler 2.00 1.00 75.00 150.00 Tools 2 5.00 10.00
sand m3 0.006 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 228.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 148.38 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 211.79 Birr/ml
Over head cost : 10% 21.18 "
Profit Cost: 10% 21.18 "
Total Unit Cost : 254.15 Birr/ml
Remark _____________________________________________________________________________ 254.15
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.57) 30mm. thick terrazo window cill (1:3) on HCB. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 150.00 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
terrazzo window cill for HCB m2 0.28 0.00 Forman 1.00 0.20 62.50 12.50 grinder 1.00 87.50 87.50
cement qt 0.02 0.00 Mason 1.00 1.00 62.50 62.50 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 137.50 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 73.14 Birr/ml C= Equipment Unit Cost 51.86 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 125.00 Birr/ml
Over head cost : 10% 12.50 "
Profit Cost: 10% 12.50 "
Total Unit Cost : 150.00 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 269
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.75 m2 /hr
WORK ITEM: (6.58) C-15 10cm thick mass concrete pavement under hard core. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 498.00 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
cement qt 0.294 0.00 Forman 1 0.5 62.50 31.25 Tools 6 5.00 30.00
sand m3 0.05 0.00 0.00 Mason 1 1 62.50 62.50
Gravel (02) m3 0.09 0.00 0.00 DL 6 1 31.25 187.50
15cm stone hard core m3 0.158 0.00 0.00
7cm thick selected mats. m3 0.074 0.00 0.00
water m3 0.1 0.00 0.00

Total (1:01) 0.00 Total (1:02) 281.25 Total (1:03) 30

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 375.00 Birr/m 2
C= Equipment Unit Cost 40.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 415.00 Birr/m2
Over head cost : 10% 41.50 "
Profit Cost: 10% 41.50 "
Total Unit Cost : 498.00 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 m2 /hr
WORK ITEM: (6.58) Dressed Stone pavement EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 162.00 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
cement kg 0.206 0.00 0.00 Forman 1 0.5 62.50 31.25 Tools 3 5.00 15.00
sand m3 0.0285 0.00 0.00 Mason 1 1 62.50 62.50
Stone m3 0.48 0.00 0.00 DL 3 1 31.25 93.75
Red ash m3 0.1 0.00 0.00

Total (1:01) 0.00 Total (1:02) 187.50 Total (1:03) 15

A= Materials Unit Cost 0.00 Birr/m 2 B= Manpower Unit Cost 125.00 Birr/m 2
C= Equipment Unit Cost 10.00 Birr/m 2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 135.00 Birr/m2
Over head cost : 10% 13.50 "
Profit Cost: 10% 13.50 "
Total Unit Cost : 162.00 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.72) 30mm. thick marble copping.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml
 Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)
** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm marble m2 0.31 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m 3
0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.72) 30mm. thick marble copping.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm marble m 2
0.46 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.72) 30mm. thick marble copping.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm marble m2 0.31 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Page 271
 Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.72) 30mm. thick marble copping.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) ** Indexed

Labour Cost (1:02) Equipment Cost (1:03)
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm marble m2 0.46 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.74) 30mm. thick Terrazo copping.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm terrazzo m2 0.32 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.74) 30mm. thick Terrazo copping.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

 ** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm terrazzo m2 0.47 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.74) 30mm. thick Terrazo copping.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 343.53 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm terrazzo m2 0.32 391.30 123.26 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00

Total (1:01) 123.26 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 123.26 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 286.27 Birr/ml
Over head cost : 10% 28.63 "
Profit Cost: 10% 28.63 "
Total Unit Cost : 343.53 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.74) 30mm. thick Terrazo copping.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 417.48 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm terrazzo m2 0.47 391.30 184.89 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00

Total (1:01) 184.89 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 184.89 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 347.90 Birr/ml
Over head cost : 10% 34.79 "
Profit Cost: 10% 34.79 "
Total Unit Cost : 417.48 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR

Page 273
 *: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.5 Ml/hr.
WORK ITEM: ( 6.59) 1/2 Dia.40 cm.concrete pipe side ditch EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: Err:522 Birr/Ml

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
1/2 Dia.40 cm.concrete pipe Ml 1.02 0.00 Forman 1.00 0.10 62.50 6.25 Tools 3.00 5.00 15.00
Cement Qt. 0.002 0.00 Mason 1.00 1.00 62.50 62.50
Sand m3 0.00 0.00 0.00 DL 3.00 1.00 31.25 93.75
red ash m3 0.05 0.00 0.00

Total (1:-01) 0.00 Total ( 1:02 ) 162.50 Total (1:03) 15.00

A= Materials Unit Cost 0.00 Birr/Ml B= Manpower Unit Cost 65.00 Birr/Ml C=Equipment Unit Cost 6 Birr/Ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________

Direct Cost of Work Item = A+B+C = 71.00 Birr/Ml

Over head cost : 10% 7.10 Birr/Ml
Profit Cost: 10% 7.10 Birr/Ml
0.15 trench excav. 349.56 0.00 Birr/Ml
0.15 cart away 0.00 0.00 Birr/Ml
Total Unit Cost : Err:522 Birr/Ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 275
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.5 Ml/hr.
WORK ITEM: ( 6.60 ) 1/2 Dia.30 cm.concrete pipe side ditch EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 85.20 Birr/Ml

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
1/2 Dia.30 cm.concrete pipe Ml 1.02 0.00 Forman 1.00 0.10 62.50 6.25 Tools 3.00 5.00 15.00
Cement Qt. 0.002 0.00 Mason 1.00 1.00 62.50 62.50
Sand m3 0.00 0.00 0.00 DL 3.00 1.00 31.25 93.75
red ash m3 0.05 0.00 0.00

Total (1:-01) 0.00 Total ( 1:02 ) 162.50 Total (1:03) 15.00

A= Materials Unit Cost 0.00 Birr/Ml B= Manpower Unit Cost 65.00 Birr/Ml C=Equipment Unit Cost 6 Birr/Ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 71.00 Birr/Ml
Over head cost : 10% 7.10 Birr/Ml
Profit Cost: 10% 7.10 Birr/Ml
Trench excav. 0.15 0.00 0.00 Birr/Ml
cart away 0.15 0.00 0.00 Birr/Ml

Total Unit Cost : 85.20 Birr/Ml

 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.5 Ml/hr.
WORK ITEM: ( 6.61 ) 1/2 Dia.40 cm.concrete pipe side ditch with grill. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 Ml RESULT: 82.80 Birr/Ml

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
1/2 Dia.40 cm.concrete pipe Ml 1.02 0.00 Forman 1.00 0.10 62.50 6.25 Tools 2.00 5.00 10.00
Cement Qt. 0.002 0.00 mason 1.00 1.00 62.50 62.50
Sand m3 0.00 0.00 0.00 DL 3.00 1.00 31.25 93.75
red ash m3 0.05 0.00 0.00
Metal grill Ml 1.02 0.00 0.00

Total (1:-01) 0.00 Total ( 1:02 ) 162.50 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/Ml B= Manpower Unit Cost 65.00 Birr/Ml C=Equipment Unit Cost 4 Birr/Ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 69.00 Birr/Ml
Over head cost : 10% 6.90 Birr/Ml
Profit Cost: 10% 6.90 Birr/Ml
trench excav. 0.15 0.00 0.00 Birr/Ml
cart away 0.15 0.00 0.00 Birr/Ml

Total Unit Cost : 82.80 Birr/Ml

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.5 Ml/hr.
WORK ITEM: ( 6.61 ) 1/2 Dia.30 cm.concrete pipe side ditch with grill. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 82.80 Birr/Ml

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
1/2 Dia.30 cm.concrete pipe Ml 1.02 0.00 Forman 1.00 0.10 62.50 6.25 Tools 2.00 5.00 10.00
Cement Qt. 0.002 0.00 mason 1.00 1.00 62.50 62.50
Sand m3 0.00 0.00 0.00 DL 3.00 1.00 31.25 93.75
red ash m3 0.05 0.00 0.00
Metal grill Ml 1.02 0.00 0.00

Total (1:-01) 0.00 Total ( 1:02 ) 162.50 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/Ml B= Manpower Unit Cost 65.00 Birr/Ml C=Equipment Unit Cost 4 Birr/Ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 69.00 Birr/Ml
Over head cost : 10% 6.90 Birr/Ml
Profit Cost: 10% 6.90 Birr/Ml
trench excav. 0.15 0.00 0.00 Birr/Ml
cart away 0.15 0.00 0.00 Birr/Ml

Total Unit Cost : 82.80 Birr/Ml

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.

**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 277
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 5.625 ml /hr
WORK ITEM: (6.62) 10cm. high PVC tile skirting. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 34.80 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
2mm pvc skirting ml 1.1 0.00 Forman 1.00 0.25 62.50 15.63 tools 2 5.00 10.00
Adhesive glue Kg 0.044 0.00 tiler 1.00 1.00 75.00 75.00
polishing Kg 0.0055 0.00 DL 2.00 1.00 31.25 62.50

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 10

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 27.22 Birr/ml C= Equipment Unit Cost 1.78 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 29.00 Birr/ml
Over head cost : 10% 2.90 "
Profit Cost: 10% 2.90 "
Total Unit Cost : 34.80 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 3 ml /hr
WORK ITEM: (6.63) 20mm. thick terrazo skirting. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 59.41 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Terrazzo skirting m2 1.02 0.00 Forman 1.00 0.20 62.50 12.50 Tools 2.00 5.00 10.00
Cement Qnt. 0.00 0.00 Mason 1.00 1.00 62.50 62.50
sand m3
0.00 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 1130.43 0.34

Total (1:01) 0.34 Total (1:02) 137.50 Total (1:03) 10.00

A= Materials Unit Cost 0.34 Birr/ml B= Manpower Unit Cost 45.83 Birr/ml C= Equipment Unit Cost 3.33 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 49.51 Birr/ml
Over head cost : 10% 4.95 "
Profit Cost: 10% 4.95 "
Total Unit Cost : 59.41 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 279
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
TOTAL QANTITY OF WORK ITEM: LABOUR HOURLY OUTPUT: 3 ml /hr
WORK ITEM: (6.64) 20mm. thick terrazo copping EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 59.41 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Terrazzo copping m2 0.29 0.00 Forman 1.00 0.20 62.50 12.50 Tools 2.00 5.00 10.00
Cement Qnt. 0.04 0.00 Mason 1.00 1.00 62.50 62.50
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 1130.43 0.34

Total (1:01) 0.34 Total (1:02) 137.50 Total (1:03) 10.00

A= Materials Unit Cost 0.34 Birr/ml B= Manpower Unit Cost 45.83 Birr/ml C= Equipment Unit Cost 3.33 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 49.51 Birr/ml
Over head cost : 10% 4.95 "
Profit Cost: 10% 4.95 "
Total Unit Cost : 59.41 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2 ml /hr
WORK ITEM: (6.65) 30x100mm. thick porcelen skirting. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 88.91 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Porcelen Skirting m 2
1.02 0.00 Forman 1.00 0.20 62.50 12.50 Tools 2.00 5.00 10.00
Cement Qnt. 0.00 0.00 Mason 1.00 1.00 62.50 62.50
sand m3 0.00 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 1130.43 0.34

Total (1:01) 0.34 Total (1:02) 137.50 Total (1:03) 10.00

A= Materials Unit Cost 0.34 Birr/ml B= Manpower Unit Cost 68.75 Birr/ml C= Equipment Unit Cost 5.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 74.09 Birr/ml
Over head cost : 10% 7.41 "
Profit Cost: 10% 7.41 "
Total Unit Cost : 88.91 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 281
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
TOTAL QANTITY OF WORK ITEM: LABOUR HOURLY OUTPUT: 2 ml /hr
WORK ITEM: (6.66) 100mm. high klinker skirting. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 88.50 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
klinker skirting. m
2
0.20 0.00 Forman 1.00 0.20 62.50 12.50 Tools 2.00 5.00 10.00
Adhesive kg 0.6 0.00 0 Mason 1.00 1.00 62.50 62.50
DL 2.00 1.00 31.25 62.50

Total (1:01) 0.00 Total (1:02) 137.50 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 68.75 Birr/ml C= Equipment Unit Cost 5.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 73.75 Birr/ml
Over head cost : 10% 7.38 "
Profit Cost: 10% 7.38 "
Total Unit Cost : 88.50 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 283
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2 ml /hr
WORK ITEM: (6.67) 100mm. wooden skirting. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 160.83 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
100mm. wooden skirting. ml. 1.15 0.00 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
Nails kg. 0.03 165.22 4.96 Carpenter 1.00 1.00 62.50 62.50
Varnish lit 0.04 250.05 9.00 Ass.Carpenter 1.00 1.00 43.75 43.75
Thinner lit 0.04 250.00 9.75 DL 1.00 1.00 31.25 31.25
Painter 1.00 1.00 62.50 62.50

Total (1:01) 23.71 Total (1:02) 215.63 Total (1:03) 5.00

A= Materials Unit Cost 23.71 Birr/ml B= Manpower Unit Cost 107.82 Birr/ml C= Equipment Unit Cost 2.50 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 134.03 Birr/ml
Over head cost : 10% 13.40 "
Profit Cost: 10% 13.40 "
Total Unit Cost : 160.83 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 m2/hr
WORK ITEM: (6.68) Carpet Floor finish EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 437.48 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Imported type Carpet m2 1.02 0.00 0 Foreman 1.00 0.25 62.50 15.63 Tools 2 5.00 0.5
Adesive Kg 0.1 0.00 0 tiler 1.00 1.00 75.00 75.00 0
0 DL 2.00 1.00 31.25 62.50 0
0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 0.5

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 81.67 Birr/m2 C= Equipment Unit Cost 0.27 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 81.93 Birr/m2
Over head cost : 10% 8.19 "
Profit Cost: 10% 8.19 "
Total Unit Cost : 98.32 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 285
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: LABOUR HOURLY OUTPUT: 0.75

WORK ITEM: (6.69) 20mm Wood flooring EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 1354.17 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm thick Wooden flooring M2 1.2 0.00 0.00 Foreman 1 0.250 62.50 15.63 Tools 2.00 5.00 10.00
Nails KG 0.20 165.22 33.04 Carpenter 1 1 62.50 62.50
Varnish lit 0.2 250.05 50.01 Helper 1 1 43.75 43.75
Polishing lit 0.05 0.00 0.00 D/L 2 1 31.25 62.50
0.00
0.00
0.00
Total (1:01) 83.05 Total (1:02) 184.38 Total (1:03) 10.00

A= Materials Unit Cost 83.05 Birr/m2 B= Manpower Unit Cost 245.83 Birr/m2 C= Equipment Unit Cost 13.33 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 342.22 Birr/m2
Over head cost : 10% 34.22 "
Profit Cost: 10% 34.22 "
Total Unit Cost : 410.66 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2.13 ml/hr
WORK ITEM: (6.70) granite tile skirting (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 132.71 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
granite tile skirting (1:3). ml 0.21 0.00 Forman 1.00 0.20 62.50 12.50 grinder 1.00 87.50 87.50
cement qt 0.01 0.00 Mason 1.00 1.00 62.50 62.50 Tools 2.00 5.00 10.00
sand m 3
0.00 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 137.50 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 64.71 Birr/ml C= Equipment Unit Cost 45.88 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 110.59 Birr/ml
38.37 Over head cost : 10% 11.06 "
Profit Cost: 10% 11.06 "
Total Unit Cost : 132.71 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2.50 ml /hr
WORK ITEM: (6.71) 20mm. thick marble riser. (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 156.30 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Marble m2 0.14 0.00 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.02 0.00 tiler 2.00 1.00 75.00 150.00 Tools 2.00 5.00 10.00
sand m3 0.00 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
 Total (1:01) 0.00 Total (1:02) 228.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 91.25 Birr/ml C= Equipment Unit Cost 39.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 130.25 Birr/ml
Over head cost : 10% 13.03 "
Profit Cost: 10% 13.03 "
Total Unit Cost : 156.30 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 287
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2.50 ml /hr
WORK ITEM: (6.71) 20mm. thick marble riser. (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 156.30 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Marble m2 0.16 0.00 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.02 0.00 tiler 2.00 1.00 75.00 150.00 Tools 2.00 5.00 10.00
sand m3 0.00 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 228.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 91.25 Birr/ml C= Equipment Unit Cost 39.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 130.25 Birr/ml
Over head cost : 10% 13.03 "
Profit Cost: 10% 13.03 "
Total Unit Cost : 156.30 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.72) 28mm. thick marble threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 225.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm marble m2 0.29 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Buil nosing ml 1.00 25.00 25.00

Total (1:01) 25.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 25.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 188.01 Birr/ml
Over head cost : 10% 18.80 "
Profit Cost: 10% 18.80 "
Total Unit Cost : 225.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.72) 30mm. thick marble threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm marble m2 0.31 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Buil nosing ml 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
 Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 289
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.72) 30mm. thick marble threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm marble m2 0.34 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m 3
0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Buil nosing ml 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.72) 30mm. thick marble threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble m2 0.29 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Buil nosing ml 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.72) 30mm. thick marble threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble m2 0.31 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Buil nosing ml 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
 Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.72) 30mm. thick marble threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble m2 0.34 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Buil nosing ml 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 291
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2.50 ml /hr
WORK ITEM: (6.73) 20mm. Thick Terrazo riser. (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 156.30 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Terrazo riser. ( m2 0.14 0.00 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.02 0.00 tiler 2.00 1.00 75.00 150.00 Tools 2.00 5.00 10.00
sand m3 0.00 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 228.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 91.25 Birr/ml C= Equipment Unit Cost 39.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 130.25 Birr/ml
Over head cost : 10% 13.03 "
Profit Cost: 10% 13.03 "
Total Unit Cost : 156.30 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 2.50 ml /hr
WORK ITEM: (6.73) 20mm. Thick Terrazo riser. (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 205.92 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Terrazo riser. ( m2 0.16 262.55 41.35 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.02 0.00 tiler 2.00 1.00 75.00 150.00 Tools 2.00 5.00 10.00
sand m3 0.00 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 41.35 Total (1:02) 228.13 Total (1:03) 97.50

A= Materials Unit Cost 41.35 Birr/ml B= Manpower Unit Cost 91.25 Birr/ml C= Equipment Unit Cost 39.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 171.60 Birr/ml
Over head cost : 10% 17.16 "
Profit Cost: 10% 17.16 "
Total Unit Cost : 205.92 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.74) 20mm. thick Terrazo threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 333.66 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble m2 0.29 391.30 115.04 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
 Total (1:01) 115.04 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 115.04 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 278.05 Birr/ml
Over head cost : 10% 27.81 "
Profit Cost: 10% 27.81 "
Total Unit Cost : 333.66 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.74) 20mm. thick Terrazo threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 343.53 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble m2 0.32 391.30 123.26 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 123.26 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 123.26 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 286.27 Birr/ml
Over head cost : 10% 28.63 "
Profit Cost: 10% 28.63 "
Total Unit Cost : 343.53 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.74) 20mm. thick Terrazo threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 358.32 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble m2 0.35 391.30 135.59 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 135.59 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 135.59 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 298.60 Birr/ml
Over head cost : 10% 29.86 "
Profit Cost: 10% 29.86 "
Total Unit Cost : 358.32 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 293
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.74) 30mm. thick Terrazo threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm terrazzo m2 0.29 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m 3
0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.74) 30mm. thick Terrazo threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm marble m2 0.32 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.54 ml /hr
WORK ITEM: (6.74) 30mm. thick Terrazo threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
30mm marble m2 0.35 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 295
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.75) 20mm. Thick Marble skirting l (1:3) on HCB. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 149.20 Birr/ml
** Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Marble window cill for HCB m2 0.11 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
cement qt 0.03 0.00 Mason 1.00 1.00 62.50 62.50 Tools 1.00 5.00 5.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m 3
0.01 0.00 0.00

cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 140.63 Total (1:03) 92.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 75.00 Birr/ml C= Equipment Unit Cost 49.33 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 124.34 Birr/ml
Over head cost : 10% 12.43 "
Profit Cost: 10% 12.43 "
Total Unit Cost : 149.20 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.79 m2/hr
WORK ITEM: (6.76) 2cm thick Marble flooring (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 381.91 Birr/m2

Material Cost (1:01) ** Indexed

Labour Cost (1:02) Equipment Cost (1:03)
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 0.16 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
sand m3 0.03 0.00 0.00 tiler 1.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
water m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
cement grout qt. 0.01 0.00
2 cm. thick marble m2 1.02 0.00 0.00
polish m2 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 194.45 Birr/m2 C= Equipment Unit Cost 123.81 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 318.26 Birr/m2
Over head cost : 10% 31.83 "
Profit Cost: 10% 31.83 "
Total Unit Cost : 381.91 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 297
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
WORK ITEM: (6.75) LABOUR HOURLY OUTPUT: 0.79 m2/hr
WORK ITEM: (6.77) 3cm thick Marble flooring (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 381.91 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Cement Qnt. 0.10 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
sand m3 0.02 0.00 0.00 tiler 1.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
water m 3
0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
cement grout qt. 0.01 0.00
3 cm. thick marble m2 1.02 0.00
polish m2 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 194.45 Birr/m2 C= Equipment Unit Cost 123.81 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 318.26 Birr/m2
Over head cost : 10% 31.83 "
Profit Cost: 10% 31.83 "
Total Unit Cost : 381.91 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.50 m2/hr
WORK ITEM: (6.78) 5cm. Thick cement screed flooring (with out glass). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 170.50 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.24 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
sand m 3
0.05 0.00 0.00 Plasterer 2.00 1.00 62.50 125.00
water m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
0.00

Total (1:01) 0.00 Total (1:02) 203.13 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 135.42 Birr/m2 C= Equipment Unit Cost 6.67 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 142.09 Birr/m2
Over head cost : 10% 14.21 "
Profit Cost: 10% 14.21 "
Total Unit Cost : 170.50 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 299
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.50 m2/hr
WORK ITEM: (6.79) 5cm. Thick cement screed flooring (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT : 170.50 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
cement qt. 0.24 0.00 Forman 1.00 0.25 62.50 15.63 Tools 2.00 5.00 10.00
sand m3 0.05 0.00 0.00 Plasterer 2.00 1.00 62.50 125.00
water m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50

Total (1:01) 0.00 Total (1:02) 203.13 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 135.42 Birr/m2 C= Equipment Unit Cost 6.67 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 142.09 Birr/m2
Over head cost : 10% 14.21 "
Profit Cost: 10% 14.21 "
Total Unit Cost : 170.50 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.80) 30mm. Thick Marble window cill (1:3) on HCB. 220MM WWIDTH EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 179.20 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Marble window cill for HCB m2 0.24 0.00 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 Mason 1.00 1.00 62.50 62.50 Tools 1.00 5.00 5.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Bull nozing ml 1.00 25.00 25.00

Total (1:01) 25.00 Total (1:02) 140.63 Total (1:03) 92.50

A= Materials Unit Cost 25.00 Birr/ml B= Manpower Unit Cost 75.00 Birr/ml C= Equipment Unit Cost 49.33 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 149.34 Birr/ml
Over head cost : 10% 14.93 "
Profit Cost: 10% 14.93 "
Total Unit Cost : 179.20 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.80) 30mm. Thick Marble window cill (1:3) on HCB. 280MM WWIDTH EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 149.20 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Marble window cill for HCB m2 0.30 0.00 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 Mason 1.00 1.00 62.50 62.50 Tools 1.00 5.00 5.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Bull nozing ml 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 140.63 Total (1:03) 92.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 75.00 Birr/ml C= Equipment Unit Cost 49.33 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 124.34 Birr/ml
Over head cost : 10% 12.43 "
Profit Cost: 10% 12.43 "
Total Unit Cost : 149.20 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 301
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.81) 30mm. Thick Marble window cill (1:3) on HCB. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml 300MM WWIDTH RESULT : 149.20 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Marble window cill for HCB m2
0.33 0.00 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 Mason 1.00 1.00 62.50 62.50 Tools 1.00 5.00 5.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Bull nozing ml 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 140.63 Total (1:03) 92.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 75.00 Birr/ml C= Equipment Unit Cost 49.33 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 124.34 Birr/ml
Over head cost : 10% 12.43 "
Profit Cost: 10% 12.43 "
Total Unit Cost : 149.20 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

TOTAL QANTITY OF WORK ITEM: LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.81) 30mm. Thick Marble window cill (1:3) on HCB. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml 470MM WWIDTH RESULT : 149.20 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Marble window cill for HCB m2 0.50 0.00 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 Mason 1.00 1.00 62.50 62.50 Tools 1.00 5.00 5.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Bull nozing ml 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 140.63 Total (1:03) 92.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 75.00 Birr/ml C= Equipment Unit Cost 49.33 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 124.34 Birr/ml
Over head cost : 10% 12.43 "
Profit Cost: 10% 12.43 "
Total Unit Cost : 149.20 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

0.00 LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.81) 30mm. Thick Marble window cill (1:3) on HCB. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml 520MM WWIDTH RESULT : 149.20 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Marble window cill for HCB m2 0.52 0.00 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 Mason 1.00 1.00 62.50 62.50 Tools 1.00 5.00 5.00
sand m3
0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00
Bull nozing ml 1.00 0.00 0.00

Total (1:01) 0.00 Total (1:02) 140.63 Total (1:03) 92.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 75.00 Birr/ml C= Equipment Unit Cost 49.33 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 124.34 Birr/ml
Over head cost : 10% 12.43 "
Profit Cost: 10% 12.43 "
Total Unit Cost : 149.20 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 303
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.82) 20mm. thick Terrazo threshold. (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 160.40 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Terrazoe (w=20cm) m 2
0.21 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 1.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m 3
0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 81.67 Birr/ml C= Equipment Unit Cost 52.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 133.67 Birr/ml
Over head cost : 10% 13.37 "
Profit Cost: 10% 13.37 "
Total Unit Cost : 160.40 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.83) 20mm. thick terrazo threshold.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 160.40 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm terrazo size 250mm m2 0.255 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.045 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2 5.00 10.00
sand m3 0.009 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 81.67 Birr/ml C= Equipment Unit Cost 52.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 133.67 Birr/ml
Over head cost : 10% 13.37 "
Profit Cost: 10% 13.37 "
Total Unit Cost : 160.40 Birr/ml
Remark _____________________________________________________________________________ 160.40
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 305
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
WORK ITEM: (6.83) LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.84) 20mm. thick Marble threshold.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 160.40 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble size 200mm m 2
0.21 0.00 0.00 Forman 1.00 0.25 62.50 15.63 grinder 1.00 87.50 87.50
Cement Qnt. 0.03 0.00 tiler 1.00 1.00 75.00 75.00 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 81.67 Birr/ml C= Equipment Unit Cost 52.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 133.67 Birr/ml
Over head cost : 10% 13.37 "
Profit Cost: 10% 13.37 "
Total Unit Cost : 160.40 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.85) 20mm. thick Marble threshold.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 160.40 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble size 250mm m2 0.255 0.00 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.045 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2 5.00 10.00
sand m3 0.009 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 81.67 Birr/ml C= Equipment Unit Cost 52.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 133.67 Birr/ml
Over head cost : 10% 13.37 "
Profit Cost: 10% 13.37 "
Total Unit Cost : 160.40 Birr/ml
Remark _____________________________________________________________________________ 160.40
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.85) 20mm. thick Granite threshold.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 160.40 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm Granite size 200mm m2 0.21 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.03 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 81.67 Birr/ml C= Equipment Unit Cost 52.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 133.67 Birr/ml
Over head cost : 10% 13.37 "
Profit Cost: 10% 13.37 "
Total Unit Cost : 160.40 Birr/ml
Remark _____________________________________________________________________________ 160.40
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.85) 20mm. thick Granite threshold.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 160.40 Birr/ml

Page 307
 Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)
**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm Granite size 250mm m2 0.255 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.045 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2 5.00 10.00
sand m3 0.009 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00

cement grout qt 0.0003 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 81.67 Birr/ml C= Equipment Unit Cost 52.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 133.67 Birr/ml
Over head cost : 10% 13.37 "
Profit Cost: 10% 13.37 "
Total Unit Cost : 160.40 Birr/ml
Remark _____________________________________________________________________________ 160.40
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.25 m2 /hr
WORK ITEM: (6.86) Granite wall Cladding EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 1015.80 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost

Granite wall Cladding m2 1.05 0.00 0.00 Foreman 1.00 0.25 62.50 15.63 Tools 2 5.00 10
Cement Qi 0.0882 0.00 0 tiler 1.00 1.00 75.00 75.00 Scaffolding 2 13.00 26
Sand m3 0.023 0.00 0.000 D/L 2.00 1.00 31.25 62.50 0
Silcon pc 1.5 60 90.000 0
Reinforcement kg 4.94 0.00 0.000 0 0
0.000 0 0
0 0
0 0
90.00 Total (1:02) 153.13 Total (1:03) 36

A= Materials Unit Cost 90.00 Birr/m2 B= Manpower Unit Cost 612.50 Birr/m2 C= Equipment Unit Cost 144.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 846.50 Birr/m2
Over head cost : 10% 84.65 "
Profit Cost: 10% 84.65 "
Total Unit Cost : 1015.80 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 309
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.625 m2 /hr
WORK ITEM: (6.87) klinker wall Cladding EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 502.56 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Klinker Wall clading m2 1.05 0.00 0.00 Foreman 1.00 0.25 62.50 15.63 Tools 2 5.00 10
Adhesive kg 3.8 25.00 95 tiler 1.00 1.00 75.00 75.00 Scaffolding 1 13.00 13
Joint Filler kg 1.4 30.00 42.000 D/L 2.00 1.00 31.25 62.50 0
0
0 0
0.000 0 0
0 0
0 0
137.00 Total (1:02) 153.13 Total (1:03) 23

A= Materials Unit Cost 137.00 Birr/m2 B= Manpower Unit Cost 245.00 Birr/m2 C= Equipment Unit Cost 36.80 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 418.80 Birr/m2
Over head cost : 10% 41.88 "
Profit Cost: 10% 41.88 "
Total Unit Cost : 502.56 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.25 m2 /hr
WORK ITEM: (6.88) klinker flooring EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 169.08 Birr/m2
**
Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)
Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Klinker floor tile m2 1.05 0.00 0.00 Foreman 1.00 0.25 62.50 15.63 Tools 2 5.00 10

Adhesive kg 3.8 0.00 0 tiler 1.00 1.00 75.00 75.00 Scaffolding 1 13.00 13
Joint Filler kg 1.4 0.00 0.000 D/L 2.00 1.00 31.25 62.50 0
0
0 0
0.000 0 0
0 0
0 0
0.00 Total (1:02) 153.13 Total (1:03) 23

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 122.50 Birr/m2 C= Equipment Unit Cost 18.40 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 140.90 Birr/m2
Over head cost : 10% 14.09 "
Profit Cost: 10% 14.09 "
Total Unit Cost : 169.08 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 311
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.625 m2/hr
WORK ITEM: (6.89) Marbel Chips Flooring. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 105.00 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
White Marble Chips Tone 0.0477273 0.00 0 0.00
Cement qt 0.14 0.00 0 0.00
Sand m3 0.034 0.00 0 0.00
water m3 0.002 0.00 0 0
polishing m2 1.00 0.00 0 0
Stone Chips Qt 0.1 0 0 0
Color Kg 0.2 0 0 0
Total (1:01) 0.00 Total (1:02) 0.00 Total (1:03) 0

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 120.00 Birr/m2 C= Equipment Unit Cost 0.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 120.00 Birr/m2
Over head cost : 10% 12.00 "
Profit Cost: 10% 12.00 "
Total Unit Cost : 144.00 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.79 m2/hr
WORK ITEM: (6.90) 2cm thick Granite flooring (1:3). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 381.90 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
cement qt. 0.16 0.00 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.5
sand m3 0.032 0.00 0.00 tiler 1.00 1.00 75.00 75.00 Tools 2 5.00 10
water m3 0.005 0.00 0.00 DL 2.00 1.00 31.25 62.50
cement grout qt. 0.014 0.00 0.00
2 cm. thick Granite m2 1.02 0.00 0.00
polish m2 1 0 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 194.44 Birr/m2 C= Equipment Unit Cost 123.81 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 318.25 Birr/m2
Over head cost : 10% 31.83 "
Profit Cost: 10% 31.83 "
Total Unit Cost : 381.90 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 313
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5 ml /hr
WORK ITEM: (6.91) 20mm. thick marble threads.(1:3) EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 195.61 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
20mm marble size 160mm m2 0.1632 0.00 Foreman 1.00 0.25 62.50 15.63 grinder 1 87.50 87.50
cement qt 0.029 0.00 tiler 2.00 1.00 75.00 75.00 Tools 2 5.00 10.00
sand m3 0.006 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.0003 0.00
Buil nosing ml 1 0.00 0.00

Total (1:01) 0.00 Total (1:02) 153.13 Total (1:03) 97.5

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 99.60 Birr/ml C= Equipment Unit Cost 63.41 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 163.01 Birr/ml
Over head cost : 10% 16.30 "
Profit Cost: 10% 16.30 "
Total Unit Cost : 195.61 Birr/ml
Remark _____________________________________________________________________________ 195.61
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.88 ml /hr
WORK ITEM: (6.92) 30mm. thick terrazo window cill (1:3) on HCB. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 ml RESULT : 150.00 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
terrazzo window cill for HCB m2 0.28 0.00 Forman 1.00 0.20 62.50 12.50 grinder 1.00 87.50 87.50
cement qt 0.02 0.00 Mason 1.00 1.00 62.50 62.50 Tools 2.00 5.00 10.00
sand m3 0.01 0.00 0.00 DL 2.00 1.00 31.25 62.50
water m3 0.01 0.00 0.00
cement grout qt 0.00 0.00

Total (1:01) 0.00 Total (1:02) 137.50 Total (1:03) 97.50

A= Materials Unit Cost 0.00 Birr/ml B= Manpower Unit Cost 73.14 Birr/ml C= Equipment Unit Cost 51.86 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 125.00 Birr/ml
Over head cost : 10% 12.50 "
Profit Cost: 10% 12.50 "
Total Unit Cost : 150.00 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 315
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 0.75 m2 /hr
WORK ITEM: (6.93) C-15 10cm thick mass concrete pavement under hard core. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT : 498.00 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

**
Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
cement qt 0.294 0.00 Forman 1 0.5 62.50 31.25 Tools 6 5.00 30.00
sand m3 0.05 0.00 0.00 Mason 1 1 62.50 62.50
Gravel (02) m3 0.09 0.00 0.00 DL 6 1 31.25 187.50
15cm stone hard core m3 0.158 0.00 0.00
7cm thick selected mats. m3 0.074 0.00 0.00
water m3 0.1 0.00 0.00

Total (1:01) 0.00 Total (1:02) 281.25 Total (1:03) 30

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 375.00 Birr/m 2
C= Equipment Unit Cost 40.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 415.00 Birr/m2
Over head cost : 10% 41.50 "
Profit Cost: 10% 41.50 "
Total Unit Cost : 498.00 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.5 Ml/hr.
WORK ITEM: ( 6.94 ) 1/2 Dia.40 cm.concrete pipe side ditch EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 85.20 Birr/Ml

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
1/2 Dia.40 cm.concrete pipe Ml 1.02 0.00 Forman 1.00 0.10 62.50 6.25 Tools 3.00 5.00 15.00
Cement Qt. 0.002 0.00 Mason 1.00 1.00 62.50 62.50
Sand m3 0.00 0.00 0.00 DL 3.00 1.00 31.25 93.75
red ash m3 0.05 0.00 0.00

Total (1:-01) 0.00 Total ( 1:02 ) 162.50 Total (1:03) 15.00

A= Materials Unit Cost 0.00 Birr/Ml B= Manpower Unit Cost 65.00 Birr/Ml C=Equipment Unit Cost 6 Birr/Ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 71.00 Birr/Ml
Over head cost : 10% 7.10 Birr/Ml
Profit Cost: 10% 7.10 Birr/Ml
trench excav. 0.15 0.00 Birr/Ml
cart away 0.15 0.00 Birr/Ml

Total Unit Cost : 85.20 Birr/Ml

Page 317
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.5 Ml/hr.
WORK ITEM: ( 6.95 ) 1/2 Dia.30 cm.concrete pipe side ditch EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 85.20 Birr/Ml

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
1/2 Dia.30 cm.concrete pipe Ml 1.02 0.00 Forman 1.00 0.10 62.50 6.25 Tools 3.00 5.00 15.00
Cement Qt. 0.002 0.00 Mason 1.00 1.00 62.50 62.50
Sand m3 0.00 0.00 0.00 DL 3.00 1.00 31.25 93.75
red ash m3 0.05 0.00 0.00

Total (1:-01) 0.00 Total ( 1:02 ) 162.50 Total (1:03) 15.00

A= Materials Unit Cost 0.00 Birr/Ml B= Manpower Unit Cost 65.00 Birr/Ml C=Equipment Unit Cost 6 Birr/Ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 71.00 Birr/Ml
Over head cost : 10% 7.10 Birr/Ml
Profit Cost: 10% 7.10 Birr/Ml
Trench excav. 0.15 0.00 Birr/Ml
cart away 0.15 0.00 Birr/Ml

Total Unit Cost : 85.20 Birr/Ml

 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: WALLING LABOUR HOURLY OUTPUT: 2.5 Ml/hr.
WORK ITEM: ( 6.96 ) 1/2 Dia.40 cm.concrete pipe side ditch with grill. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 82.80 Birr/Ml

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
1/2 Dia.40 cm.concrete pipe Ml 1.02 0.00 Forman 1.00 0.10 62.50 6.25 Tools 2.00 5.00 10.00
Cement Qt. 0.002 0.00 mason 1.00 1.00 62.50 62.50
Sand m3 0.00 0.00 0.00 DL 3.00 1.00 31.25 93.75
red ash m3 0.05 0.00 0.00
Metal grill Ml 1.02 0.00 0.00

Total (1:-01) 0.00 Total ( 1:02 ) 162.50 Total (1:03) 10.00

A= Materials Unit Cost 0.00 Birr/Ml B= Manpower Unit Cost 65.00 Birr/Ml C=Equipment Unit Cost 4 Birr/Ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 69.00 Birr/Ml
Over head cost : 10% 6.90 Birr/Ml
Profit Cost: 10% 6.90 Birr/Ml
trench excav. 0.15 0.00 Birr/Ml
cart away 0.15 0.00 Birr/Ml

Total Unit Cost : 82.80 Birr/Ml

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 319
9.PAINTING
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2.5 m2/hr.
WORK ITEM: ( 6.97) Three coats of plastic paint to wall. Internal EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 129.73 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Plastic paint lit 0.25 160.00 39.36 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Stucco kg 0.05 5.00 0.25 Painter 1.00 1.00 62.50 62.50 scaffolding 1.00 13.00 13.00
Animal glue kg 0.01 442.00 5.75 DL 1.00 1.00 31.25 31.25
Brush pcs 0.01 5.00 0.05
Sand paper pcs 0.01 105.00 1.05
Gypsum kg 0.05 214.00 10.70

Total (1:-01) 57.16 Total (1:02) 109.38 Total (1:03) 18.00

A= Materials Unit Cost 57.16 Birr/m2 B= Manpower Unit Cost 43.75 Birr/m2 C= Equipment Unit Cost 7.20 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 108.11 Birr/m2
Over head cost : 10% 10.81 "
Profit Cost: 10% 10.81 "
Total Unit Cost : 129.73 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: PAINTING LABOUR HOURLY OUTPUT: 1.875 m2/hr.
WORK ITEM: ( 6.98) Three coats of Oil (syntatic) paint to wall. Internal EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 130.34 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
synthetic paint lit 0.18 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 Painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
animal glue kg 0.01 0.00
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00
gypsum kg 0.05 0.00

Total (1:-01) 33.75 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 33.75 Birr/m 2

B= Manpower Unit Cost 58.34 Birr/m 2
C= Equipment Unit Cost 16.53 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 108.62 Birr/m2
Over head cost : 10% 10.86 "
Profit Cost: 10% 10.86 "
Total Unit Cost : 130.34 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 321
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2.5 m2/hr.
WORK ITEM: ( 6.99) Three coats of plastic paint to wall. External EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 73.62 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Plastic paint lit 0.25 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Stucco kg 0.05 0.00 Painter 1.00 1.00 62.50 62.50 scaffolding 3.00 13.00 39.00
Animal glue kg 0.01 0.00 DL 1.00 1.00 31.25 31.25
Brush pcs 0.01 0.00
Sand paper pcs 0.01 0.00
Gypsum kg 0.05 0.00

Total (1:-01) 0.00 Total (1:02) 109.38 Total (1:03) 44.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 43.75 Birr/m 2
C= Equipment Unit Cost 17.60 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 61.35 Birr/m2
Over head cost : 10% 6.14 "
Profit Cost: 10% 6.14 "
Total Unit Cost : 73.62 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2 m2/hr.
WORK ITEM: ( 6.99) Three coats of plastic paint to tyrolean & rendered wall. External EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 92.03 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Plastic paint lit 0.25 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Stucco kg 0.05 0.00 Painter 1.00 1.00 62.50 62.50 scaffolding 3.00 13.00 39.00
Animal glue kg 0.01 0.00 DL 1.00 1.00 31.25 31.25
Brush pcs 0.01 0.00
Sand paper pcs 0.01 0.00
Gypsum kg 0.05 0.00

Total (1:-01) 0.00 Total (1:02) 109.38 Total (1:03) 44.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 54.69 Birr/m2 C= Equipment Unit Cost 22.00 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 76.69 Birr/m2
Over head cost : 10% 7.67 "
Profit Cost: 10% 7.67 "
Total Unit Cost : 92.03 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: PAINTING LABOUR HOURLY OUTPUT: 1.875 m2/hr.
WORK ITEM: ( 6.100) Three coats of Oil (syntatic) paint to wall. External EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 138.66 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
synthetic paint lit 0.18 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 Painter 1.00 1.00 62.50 62.50 scaffolding 3.00 13.00 39.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
animal glue kg 0.01 0.00
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00
gypsum kg 0.03 0.00

Total (1:-01) 33.75 Total (1:02) 109.38 Total (1:03) 44.00

A= Materials Unit Cost 33.75 Birr/m 2

B= Manpower Unit Cost 58.34 Birr/m 2
C= Equipment Unit Cost 23.47 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 115.55 Birr/m2
Over head cost : 10% 11.56 "
Profit Cost: 10% 11.56 "
Total Unit Cost : 138.66 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 323
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2.375 m2/hr.
WORK ITEM: ( 6.101) Three coats of plastic paint to Exposed column and beam EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 146.40 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Plastic paint lit 0.25 160.00 39.36 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Stucco kg 0.05 10.00 0.50 Painter 1.00 1.00 62.50 62.50 scaffolding 3.00 13.00 39.00
Animal glue kg 0.01 443.00 5.76 DL 1.00 1.00 31.25 31.25
Brush pcs 0.01 5.00 0.05
Sand paper pcs 0.01 105.00 1.05
Gypsum kg 0.05 214.00 10.70

Total (1:-01) 57.42 Total (1:02) 109.38 Total (1:03) 44.00

A= Materials Unit Cost 57.42 Birr/m 2

B= Manpower Unit Cost 46.05 Birr/m 2
C= Equipment Unit Cost 18.53 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 122.00 Birr/m2
Over head cost : 10% 12.20 "
Profit Cost: 10% 12.20 "
Total Unit Cost : 146.40 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: PAINTING LABOUR HOURLY OUTPUT: 1.875 m2/hr.
WORK ITEM: ( 6.102) Three coats of Oil (syntatic) paint to Expdosed column and beam EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 138.66 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
synthetic paint lit 0.18 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 Painter 1.00 1.00 62.50 62.50 scaffolding 3.00 13.00 39.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
animal glue kg 0.01 0.00
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00
gypsum kg 0.03 0.00

Total (1:-01) 33.75 Total (1:02) 109.38 Total (1:03) 44.00

A= Materials Unit Cost 33.75 Birr/m 2

B= Manpower Unit Cost 58.34 Birr/m 2
C= Equipment Unit Cost 23.47 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 115.55 Birr/m2
Over head cost : 10% 11.56 "
Profit Cost: 10% 11.56 "
Total Unit Cost : 138.66 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 325
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2.25 m2/hr.
WORK ITEM: ( 6.103) Three coats of plastic paint to chipwood ceilling. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 74.87 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Plastic paint lit 0.25 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Stucco kg 0.05 0.00 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
Animal glue kg 0.01 0.00 DL 1.00 1.00 31.25 31.25
Brush pcs 0.01 0.00
Sand paper pcs 0.01 0.00
Gypsum kg 0.03 0.00

Total (1:-01) 0.00 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 48.61 Birr/m 2
C= Equipment Unit Cost 13.78 Birr/m2
Total of (1:02) 109.38 Total of (1:03)
Hourly Output: 1.5 Hourly output: _______________
Direct Cost of Work Item = A+B+C = 62.39 Birr/m2
Over head cost : 10% 6.24 "
Profit Cost: 10% 6.24 "
Total Unit Cost : 74.87 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: PAINTING LABOUR HOURLY OUTPUT: 1.875 m2/hr.
WORK ITEM: ( 6.104) Three coats of plastic paint to Plastered ceilling. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 89.84 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Plastic paint lit 0.25 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Stucco kg 0.05 0.00 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
Animal glue kg 0.01 0.00 DL 1.00 1.00 31.25 31.25
Brush pcs 0.01 0.00
Sand paper pcs 0.01 0.00
Gypsum kg 0.05 0.00

Total (1:-01) 0.00 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 58.34 Birr/m 2
C= Equipment Unit Cost 16.53 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 74.87 Birr/m2
Over head cost : 10% 7.49 "
Profit Cost: 10% 7.49 "
Total Unit Cost : 89.84 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2.375 m2/hr.
WORK ITEM: ( 6.104) Three coats of plastic paint to fyzit ceilling. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 70.93 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Plastic paint lit 0.25 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Stucco kg 0.05 0.00 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
Animal glue kg 0.01 0.00 DL 1.00 1.00 31.25 31.25
Brush pcs 0.01 0.00
Sand paper pcs 0.01 0.00
Gypsum kg 0.05 0.00

Total (1:-01) 0.00 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 46.05 Birr/m2 C= Equipment Unit Cost 13.05 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 59.11 Birr/m2
Over head cost : 10% 5.91 "
Profit Cost: 10% 5.91 "
Total Unit Cost : 70.93 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2.375 m2/hr.
WORK ITEM: ( 6.104) Three coats of plastic paint to abujedid ceilling. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 70.93 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Plastic paint lit 0.25 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Stucco kg 0.05 0.00 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
Animal glue kg 0.01 0.00 DL 1.00 1.00 31.25 31.25
Brush pcs 0.01 0.00

Page 327
 Total (1:-01) 0.00 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 0.00 Birr/m

2
B= Manpower Unit Cost 46.05 Birr/m
2
C= Equipment Unit Cost 13.05 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 59.11 Birr/m2
Over head cost : 10% 5.91 "
Profit Cost: 10% 5.91 "
Total Unit Cost : 70.93 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: PAINTING LABOUR HOURLY OUTPUT: 1.5 m2/hr.
WORK ITEM: (6.105) Three coats of synthetic paint to plastered soffit surface. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 152.80 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
synthetic paint lit 0.18 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
animal glue kg 0.01 0.00
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00
gypsum kg 0.03 0.00

Total (1:-01) 33.75 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 33.75 Birr/m 2

B= Manpower Unit Cost 72.92 Birr/m 2
C= Equipment Unit Cost 20.67 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 127.34 Birr/m2
Over head cost : 10% 12.73 "
Profit Cost: 10% 12.73 "
Total Unit Cost : 152.80 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 1.5 m2/hr.
WORK ITEM: (6.105) One coats of antirust two coats of synthetic enamel paint to KASI ribbed sheet soffit EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 152.80 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
synthetic paint lit 0.12 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00
gypsum kg 0.03 0.00
Antirust lit 0.02 0.00

Total (1:-01) 33.75 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 33.75 Birr/m2 B= Manpower Unit Cost 72.92 Birr/m2 C= Equipment Unit Cost 20.67 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 127.34 Birr/m2
Over head cost : 10% 12.73 "
Profit Cost: 10% 12.73 "
Total Unit Cost : 152.80 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 1.875 m2/hr.
WORK ITEM: (6.105) One coats of antirust two coats of synthetic enamel paint to metal surface EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 130.34 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
synthetic paint lit 0.12 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00
gypsum kg 0.03 0.00
Antirust lit 0.02 0.00

Page 329
 Total (1:-01) 33.75 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 33.75 Birr/m 2

B= Manpower Unit Cost 58.34 Birr/m 2
C= Equipment Unit Cost 16.53 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 108.62 Birr/m2
Over head cost : 10% 10.86 "
Profit Cost: 10% 10.86 "
Total Unit Cost : 130.34 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 1.875 m2/hr.
WORK ITEM: (6.105) Three coats of Alkyd varnish paint to wooden vertical surface EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 182.86 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Varnish lit 0.18 250.05 43.76 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00
gypsum kg 0.03 0.00

Total (1:-01) 77.51 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 77.51 Birr/m2 B= Manpower Unit Cost 58.34 Birr/m2 C= Equipment Unit Cost 16.53 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 152.38 Birr/m2
Over head cost : 10% 15.24 "
Profit Cost: 10% 15.24 "
Total Unit Cost : 182.86 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 1.5 m2/hr.
WORK ITEM: (6.105) Three coats of Alkyd varnish paint to wooden soffit EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 205.32 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Varnish lit 0.18 250.05 43.76 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00
gypsum kg 0.03 0.00

Total (1:-01) 77.51 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 77.51 Birr/m2 B= Manpower Unit Cost 72.92 Birr/m2 C= Equipment Unit Cost 20.67 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 171.10 Birr/m2
Over head cost : 10% 17.11 "
Profit Cost: 10% 17.11 "
Total Unit Cost : 205.32 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2.25 m2/hr.
WORK ITEM: (6.105) Two coats of Mica paint to internal plastered surface EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 115.37 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Mica paint lit 0.18 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00
gypsum kg 0.03 0.00

Total (1:-01) 33.75 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 33.75 Birr/m 2

B= Manpower Unit Cost 48.61 Birr/m 2
C= Equipment Unit Cost 13.78 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 96.14 Birr/m2
Over head cost : 10% 9.61 "
Profit Cost: 10% 9.61 "
Total Unit Cost : 115.37 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2 m2/hr.
WORK ITEM: (6.105) Two coats of Mica paint to external plastered surface EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 124.73 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Mica paint lit 0.18 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00

Page 331
gypsum kg 0.03 0.00

Total (1:-01) 33.75 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 33.75 Birr/m2 B= Manpower Unit Cost 54.69 Birr/m2 C= Equipment Unit Cost 15.50 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 103.94 Birr/m2
Over head cost : 10% 10.39 "
Profit Cost: 10% 10.39 "
Total Unit Cost : 124.73 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2.5 m2/hr.
WORK ITEM: (6.105) Two coats of special aluminum paint to metal vertical surface. EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 107.88 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Aluminum paint lit 0.18 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
stucco kg 0.05 0.00 DL 1.00 1.00 31.25 31.25
brush pcs 0.01 0.00
sand paper pcs 0.01 0.00
gypsum kg 0.03 0.00

Total (1:-01) 33.75 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 33.75 Birr/m2 B= Manpower Unit Cost 43.75 Birr/m2 C= Equipment Unit Cost 12.40 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 89.90 Birr/m2
Over head cost : 10% 8.99 "
Profit Cost: 10% 8.99 "
Total Unit Cost : 107.88 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING LABOUR HOURLY OUTPUT: 2.5 m2/hr.
WORK ITEM: (6.105) Two coats of antirust paint to GCS & EGA roof cover EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 107.88 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Antirust lit 0.18 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
thinner lit 0.14 250.00 33.75 painter 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
brush pcs 0.01 0.00 DL 1.00 1.00 31.25 31.25
sand paper pcs 0.01 0.00

Total (1:-01) 33.75 Total (1:02) 109.38 Total (1:03) 31.00

A= Materials Unit Cost 33.75 Birr/m 2

B= Manpower Unit Cost 43.75 Birr/m 2
C= Equipment Unit Cost 12.40 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: ______________
Direct Cost of Work Item = A+B+C = 89.90 Birr/m2
Over head cost : 10% 8.99 "
Profit Cost: 10% 8.99 "
Total Unit Cost : 107.88 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: PAINTING. LABOUR HOURLY OUTPUT: 1.875 m2/hr.
WORK ITEM: ( 6.106) QUARTZ paint to Plastered surface EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 101.82 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Quartz paint lit 3.20 0.00 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Brush pcs 0.01 0.00 painter 1.00 1.00 62.50 62.50 scaffolding 3.00 13.00 39.00
Gallon lit 0.10 30.52 3.05 DL 1.00 1.00 31.25 31.25

Total (1:-01) 3.05 Total (1:02) 109.38 Total (1:03) 44.00

A= Materials Unit Cost 3.05 Birr/m 2

B= Manpower Unit Cost 58.34 Birr/m 2
C= Equipment Unit Cost 23.47 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 84.85 Birr/m2
Over head cost : 10% 8.49 "
Profit Cost: 10% 8.49 "
Total Unit Cost : 101.82 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING. LABOUR HOURLY OUTPUT: 1.875 m2/hr.
WORK ITEM: ( 6.106) Mineral plaster ( marma coat and cera coat ) EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 101.82 Birr/m2
** Indexed
Material Cost (1:01) Cost per Labour Cost (1:02)Hourly Equipment Cost (1:03)
Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Miniral paint lit 0.38 0.00 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Brush pcs 0.01 0.00 painter 1.00 1.00 62.50 62.50 scaffolding 3.00 13.00 39.00
Gallon lit 0.10 30.52 3.05 DL 1.00 1.00 31.25 31.25

Total (1:-01) 3.05 Total (1:02) 109.38 Total (1:03) 44.00

A= Materials Unit Cost 3.05 Birr/m2 B= Manpower Unit Cost 58.34 Birr/m2 C= Equipment Unit Cost 23.47 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 84.85 Birr/m2
Over head cost : 10% 8.49 "
Profit Cost: 10% 8.49 "
Total Unit Cost : 101.82 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: PAINTING. LABOUR HOURLY OUTPUT: 1.875 m2/hr.
WORK ITEM: ( 6.106) Lime paint /ኖራ ቀለም የተቀባ/ EQUIPEMENT: Tool
TOTAL QANTITY OF WORK ITEM: 1 m2 98.16 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
Lime paint kg 0.38 0.00 Forman 1.00 0.25 62.50 15.63 tools 1.00 5.00 5.00
Brush pcs 0.01 0.00 painter 1.00 1.00 62.50 62.50 scaffolding 3.00 13.00 39.00
Solvant kg 0.6 0.00 DL 1.00 1.00 31.25 31.25

Page 333
 Total (1:-01) 0.00 Total (1:02) 109.38 Total (1:03) 44.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 58.34 Birr/m2 C= Equipment Unit Cost 23.47 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _______________
Direct Cost of Work Item = A+B+C = 81.80 Birr/m2
Over head cost : 10% 8.18 "
Profit Cost: 10% 8.18 "
Total Unit Cost : 98.16 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

10. GLAZING WORKS

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: GLAZING WORKS LABOUR HOURLY OUTPUT: 1.55 m2/hr
WORK ITEM: (6.107) Fixing 3mm clear glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT: 94.21 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
3 mm. clear glass m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 Tools 1.00 5.00 5.00
Putty kg 0.40 0.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 5.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 75.28 Birr/m C= Equipment Unit Cost
2
3.23 Birr/m 2

Total of (1:02) Total of (1:03)

Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 78.51 Birr/m2
Over head cost : 10% 7.85 "
Profit Cost: 10% 7.85 "
Total Unit Cost : 94.21 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
10. GLAZING WORKS
ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: GLAZING WORKS LABOUR HOURLY OUTPUT: 1.55 m2/hr
WORK ITEM: (6.107) Fixing 4mm clear glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1.00 m2 RESULT: 2316.25 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of Material Unit Qty * Rate Cost per UnLabour by Grade No. UF ** Indexed Hourly Cost Type of Equipment No. Hourly RentalHourly Cost
4 mm. clear glass m2 1.10 1655.00 1820.50 Forman 1.00 0.17 62.50 10.44 Tools 1.00 5.00 5.00
Putty kg 0.40 78.00 31.20 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 1851.70 Total (1:02) 116.69 Total (1:03) 5.00

A= Materials Unit Cost 1851.70 Birr/m2 B= Manpower Unit Cost 75.28 Birr/m2 C= Equipment Unit Cost 3.23 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 1930.21 Birr/m2
Over head cost : 10% 193.02 "
Profit Cost: 10% 193.02 "
Total Unit Cost : 2316.25 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 335
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.108) Fixing 5mm clear glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
5mm clear glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 88.91 Birr/m C= Equipment Unit Cost
2
9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.109) Fixing 6mm clear glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: #VALUE! Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
6mm clear glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 #VALUE! Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) #VALUE! Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost #VALUE! Birr/m 2

B= Manpower Unit Cost 88.91 Birr/m C= Equipment Unit Cost
2
9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = #VALUE! Birr/m2
Over head cost : 10% #VALUE! "
Profit Cost: 10% #VALUE! "
Total Unit Cost : #VALUE! Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 4mm Figured glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
4mm Figured glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 5mm Figured glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
5mm Figured glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 88.91 Birr/m 2
C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________

Page 337
 Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 6mm Figured glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
6mm Figured glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 88.91 Birr/m C= Equipment Unit Cost
2
9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 3mm Frosted glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
3mm Frosted glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 4mm Frosted glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
4mm Frosted glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 88.91 Birr/m 2
C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________

Page 339
 Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 5mm Frosted glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
5mm Frosted glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m 2

B= Manpower Unit Cost 88.91 Birr/m C= Equipment Unit Cost
2
9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 6mm Frosted glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
6mm Frosted glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 4mm Tinted glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
4mm Tinted glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25
 Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 5mm Tinted glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
5mm Tinted glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 6mm Tinted glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
6mm Tinted glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 4mm Reflected glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Page 341
 ** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
4mm Reflected glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
 Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 5mm Reflected glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
5mm Reflected glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 6mm Reflected glass. EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
6mm Reflected glass. m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 6mm Laminated or security glass EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
6mm Laminated or security glass m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Page 343
 Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 1.3125 m2/hr
WORK ITEM: (6.110) Fixing 5mm wired glass EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118.57 Birr/m2

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Rental Cost
5mm wired glass m2 1.10 0.00 Forman 1.00 0.17 62.50 10.44 scaffolding 1.00 13.00 13.00
Putty kg 1.00 0.00 Glazer 1.00 1.00 75.00 75.00
DL 1.00 1.00 31.25 31.25

Total (1:01) 0.00 Total (1:02) 116.69 Total (1:03) 13.00

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 88.91 Birr/m2 C= Equipment Unit Cost 9.90 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 98.81 Birr/m2
Over head cost : 10% 9.88 "
Profit Cost: 10% 9.88 "
Total Unit Cost : 118.57 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: MASONRY WORKS LABOUR HOURLY OUTPUT: 0.8 m3/hr.
WORK ITEM : ( 4.39 ) 50cm. thick masonry foundation (A.G.L). EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m3 RESULT 3495.95 Birr/m3

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Hourly Hourly
Type of Material Unit Qty * Rate Unit Labour by Grade No. UF Cost Hourly Cost Type of Equipment No. Hourly RentalCost
Cement Qnt. 1.15 1130.43 1300.00 Forman 1 0.17 62.50 10.63 Tools 6 5.00 30.00
Sand m3 0.26 625.00 162.50 mason 2 1 62.50 125.00
Stone m3 1.40 687.50 962.50 DL 6 1 37.50 225.00

Total (1:-01) 2425.00 Total (1:02) 360.63 Total (1:03) 30

A= Material unit cost 2425.00 Birr/m3 B=Manpower Unit Cost 450.79 Birr/m3 C=Equipment Unit Cost 37.50 Birr/m3
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: __________________
Direct Cost of work item = A + B + C = 2913.29 Birr/m3
Over head cost : 10% 291.33 "
Profit Cost: 10% 291.33 "
Total Unit Cost : 3495.95 Birr/m3
Remark : _____________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

Page 345
 LABOUR HOURLY OUTPUT: 0.5 pc/hr 0.7
WORK ITEM:Prtially glazed metal doors of 38LTZ without grill 90 x260cm 2.34 EQUIPEMENT: Welding & Grinding machine
1 RESULT: 4661.09
Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)
Type of Cost per Labour by ** Indexed Type of Hourly
Material Unit Qty * Rate Unit Trade No. UF Hourly Cost Hourly Cost Equipment No. Rental Hourly Cost
MAKING
L Tubular se ml 6.41 0.00 0.00 Welder 1.00 1.00 75.00 Weld. Mach. 1.00 87.50
T " " ml 1.89 0.00 0.00 Helper 1.00 1.00 43.75
Z '' '' ml 4.41 0.00 0.00 Forman 1.00 0.17 62.50
Beads ml 4.00 0.00 0.00 DL 1.00 1.00 31.25
Black Iron Ribbed Sheet 0.95 215.00 204.25
Cylinderical pc 1.00 0.00 0.00
Hinges pcs 4.00 0.00 0.00
Screw for hi pcs 15.00 0.00 0.00
Electrode ( pcs 25.00 0.00 0.00 FIXING 0.00
Anchor ( iro pcs 4.00 0.00 0.00 Forman 1.00 0.17 62.50 10.44
syn Paintin lit 0.24 0.00 0.00 Carpenter 1.00 1.00 62.50 62.50
Anti rust lit 0.09 242.00 22.87 Ass.Carpen 2.00 1.00 43.75 87.50
Thinner lit 0.25 281.00 Chiseler 1.00 1.00 31.25 31.25
38x38x1.5 m2 2.34 3632.00 8498.88 Painter 1.00 1.00 62.50 62.50
0.00
0
0.00
254.19 0.00
Total (1:-01) 8726.00 Total (1:02) Total (1:03) 0.00
A= Materials 8726.0 Birr/pc B=Manpower Unit Cost 0.0 363.1 Br./pc C= Equipment Unit Cost 0.00 Br./pc
Total of (1:02)
Hourly Output Hourly output:

Direct Cost of work item = A+B+C = 9089.1 Birr/pc

Overhead Cost: 10% 908.91 "
Profit Cost: 10% 908.91 "
Total Unit Cost : 10906.95 "
Remark ________________________________________________________
UF: UTILIZATION FACTOR 4661.09
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC. 1.2x2.6 14542.600 Birr/pc
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME REL 0.9x2.6 10906.950 Birr/pc

S SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 2.5
WORK ITEM:
1/2 Dia.30 cm.concrete pipe side ditch EQUIPEMENT:
TOTAL QANTITY OF W 1 RESULT: 730.34 Birr/Ml

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Type of Cost per Labour by Hourly Hourly Type of Hourly Hourly
Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
1/2 Dia.30 Ml 1.02 200.00 204.00 Forman 1.00 0.10 62.50 6.25 Tools 3.00 5.00 15.00
Cement Qt. 0.002 1507.00 3.62 Mason 1.00 1.00 62.50 62.50
Sand 0.26 1187.50 308.75 DL 2.00 1.00 31.25 62.50
red ash m3 0.05 750.00 33.75

Total (1:-01) 550.12Total ( 1:02 ) 131.25Total (1:03) 15.00

A= Material 550.12 Birr/Ml B= Manpower Unit Cost 52.50 Birr/Ml C=Equipment Unit Cost 6 Birr/Ml

Hourly Output: _______________________ Hourly output: __________________

Direct Cost of Work Item = A+B+C = 608.62 Birr/Ml
Over head cost : 10% 60.86 Birr/Ml
Profit Cost: 10% 60.86 Birr/Ml
Trench excav. 0.15 0.00 Birr/Ml
cart away 0.15 0.00 Birr/Ml

Total Unit Cost : 730.34 Birr/Ml

S SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 3 ml /hr
WORK ITEM:
10mm terrazo skirting. EQUIPEMENT:
TOTAL QANTITY OF 1 ml RESULT : 191.97 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Type of Cost per Labour by Hourly Hourly Type of Hourly Hourly
Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Terrazzo skirting 1.02 50.00 50.00 Forman 1.00 0.10 62.50 6.25 Tools 2.00 5.00 10.00
Cement Qnt. 0.00 1507.00 3.01 Mason 1.00 1.00 62.50 62.50
sand m3 0.05 1187.50 59.38 DL 2.00 1.00 31.25 62.50
water m3 0.01 50.00 0.50

Total (1:01) 112.89Total (1:02) 131.25Total (1:03) 10.00

A= Material 112.89 Birr/ml B= Manpower Unit Cost 43.75 Birr/ml C= Equipment Unit Cost 3.33 Birr/ml
 Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 159.97 Birr/ml
Over head cost : 10% 16.00 "
Profit Cost: 10% 16.00 "
191.97 Birr/ml
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

S SHEET FOR DIRECT & INDIRECT UNIT COSTS

#NAME? LABOUR HOURLY OUTPUT: 1.50
WORK ITEM:Ceramic tile flooring 30mm thick EQUIPEMENT:
TOTAL QANTITY OF 1 RESULT : 1237.86

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Type of Cost per Labour by Hourly Hourly Type of Hourly Hourly
Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Adhesive gl Kg 3.80 30.00 114.00 Forman 1.00 0.10 62.50 6.25 Tools 2 5.00 10.00
Water m3 0.005 50.00 0.25 Tiler 1.00 1.00 75.00 75.00
Filler kg 1.01 100.00 100.80 DL 2.00 1.00 31.25 62.50
10mm thick ceramic til 1.02 700.00 714.00

Total (1:01) 929.05Total (1:02) 143.75Total (1:03) 10

A= Material 929.05 B= Manpower Unit Cost 95.83 C= Equipment Unit Cost 6.67

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 1031.55
Over head cost : 10% 103.16 "
Profit Cost: 10% 103.16 "
1237.86
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

S SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FINISHING WORKS. LABOUR HOURLY OUTPUT: 1.5
WORK ITEM:
Terrazzo tile flooring(1:3) 30mm thick EQUIPEMENT:
TOTAL QANTITY OF 1 RESULT : 1015.72

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Type of Cost per Labour by Hourly Hourly Type of Hourly Hourly
Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Cement Qnt. 0.17 1507.00 253.18 Forman 1.00 0.10 62.50 6.25 Tools 2.00 5.00 10.00
sand 0.041 1187.50 48.69 Tiler 1.00 1.00 62.50 62.50 Mixer 1.00 0.00 0.00
water 0.01 50.00 0.40 DL 2.00 1.00 31.25 62.50
Terrazzo tile 1.02 450.00 450.00

Total (1:01) 752.27Total (1:02) 131.25Total (1:03) 10.00

A= Material 752.27 B= Manpower Unit Cost 87.50 C= Equipment Unit Cost 6.666666667

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 846.44
Over head cost : 10% 84.64 "
Profit Cost: 10% 84.64 "
1015.72
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.

S SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.88
WORK ITEM:
3 Coats of cement plastering ( 1:3 ) (To internal wall) EQUIPEMENT:
TOTAL QANTITY OF 1.00 RESULT : 504.53

Type of MatUnit Qty * Rate Cost per UnLabour by No. UF ** Indexed Hourly CostType of Eq No. Hourly RentHourly Cost
cement Qtl 0.10 1507.00 155.22 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand 3m 0.02 1187.50 26.13 Plasterer 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
water m3 0.07 50.00 3.50 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.88 160.72
3rd coat 1.88 58.34

Total (1:01) 184.85 Total (1:02) 219.06 Total (1:03) 31.00

A= Material 184.85 B= Manpower Unit Cost 219.06 C= Equipment Unit Cos 16.53
 Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 420.44
10% 42.04 "
Profit Cost: 10% 42.04 "
504.53
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

S SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.88
WORK ITEM:
3 Coats of cement plastering ( 1:3 ) (To external wall) EQUIPEMENT:
TOTAL QANTITY OF 1.00 RESULT : 502.30

Type of MatUnit Qty * Rate Cost per UnLabour by No. UF ** Indexed Hourly CostType of Eq No. Hourly RentHourly Cost
cement qt. 0.10 1507.00 155.22 Forman 1.00 0.10 62.50 6.25 Tools 1.00 5.00 5.00
sand 0.02 1187.50 26.13 Plasterer 1.00 1.00 62.50 62.50 scaffolding 4.00 13.00 52.00
water 0.07 50.00 3.50 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
131.25
1st&2nd coat 0.88 150.00
3rd coat 1.88 53.33

Total (1:01) 184.85 Total (1:02) 203.33 Total (1:03) 57.00

A= Material 184.85 B= Manpower Unit Cost 203.33 C= Equipment Unit Cos 30.40

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 418.58
10% 41.86 "
Profit Cost: 10% 41.86 "
502.30
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
S SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 1.875
WORK ITEM:
3 Coats of cement plastering to exposed beams and columns. EQUIPEMENT:
TOTAL QANTITY OF 1 RESULT : 544.99

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Type of Cost per Labour by Hourly Hourly Type of Hourly Hourly
Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
cement qt. 0.10 1507.00 155.22 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand 0.02 1187.50 26.13 Plasterer 1.00 1.00 62.50 62.50 scafolding 3.00 13.00 39.00
water 0.07 50.00 3.50 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.75 187.51
3rd coat 1.88 58.34

184.85 245.84 44.00

A= Material 184.85 B= Manpower Unit Cost 245.84 C= Equipment Unit Cost 23.47

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 454.16
10% 45.42 "
Profit Cost: 10% 45.42 "
544.99
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

S SHEET FOR DIRECT & INDIRECT UNIT COSTS

LABOUR HOURLY OUTPUT: 1.88
WORK ITEM:
2 Coats of cement plastering intenal vertical surface. EQUIPEMENT:
TOTAL QANTITY OF 1.00 RESULT : 386.45

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of MatUnit Qty * Rate Cost per UnLabour by No. UF ** Indexed Hourly CostType of Eq No. Hourly RentHourly Cost
cement qt. 0.09 1507.00 129.60 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand 0.02 1187.50 22.09 Plasterer 1.00 1.00 62.50 62.50 scaffolding 0.50 13.00 6.50
water 0.07 50.00 3.50 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.88 160.72

Total (1:01) 155.19 Total (1:02) 160.72 Total (1:03) 11.50

A= Material 155.19 B= Manpower Unit Cost 160.72 C= Equipment Unit Cos 6.13

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 322.04
 10% 32.20 "
Profit Cost: 10% 32.20 "
386.45
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
S SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 1.88
WORK ITEM:
2 Coats of cement plastering External vertical surface. EQUIPEMENT:
TOTAL QANTITY OF 1.00 RESULT : 398.93

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of MatUnit Qty * Rate Cost per UnLabour by No. UF ** Indexed Hourly CostType of Eq No. Hourly RentHourly Cost
cement qt. 0.09 1507.00 129.60 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand 0.02 1187.50 22.09 Plasterer 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
water 0.07 50.00 3.50 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.88 160.72

Total (1:01) 155.19 Total (1:02) 160.72 Total (1:03) 31.00

A= Material 155.19 B= Manpower Unit Cost 160.72 C= Equipment Unit Cos 16.53

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 332.44
10% 33.24 "
Profit Cost: 10% 33.24 "
398.93
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
S SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 1.50
WORK ITEM:
2 Coats of cement plastering Exposed column and beam EQUIPEMENT:
TOTAL QANTITY OF 1.00 RESULT : 403.89

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of MatUnit Qty * Rate Cost per UnLabour by No. UF ** Indexed Hourly CostType of Eq No. Hourly RentHourly Cost
cement Qtl 0.09 1507.00 129.60 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand m3 0.02 1187.50 22.09 Plasterer 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
water m3 0.07 50.00 3.50 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.88 160.72

Total (1:01) 155.19 Total (1:02) 160.72 Total (1:03) 31.00

A= Material 155.19 B= Manpower Unit Cost 160.72 C= Equipment Unit Cos 20.67

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 336.58
10% 33.66 "
Profit Cost: 10% 33.66 "
403.89
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
S SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 1.75
WORK ITEM:
2 Coats of cement plastering concrete soffit EQUIPEMENT:
TOTAL QANTITY OF 1.00 RESULT : 477.49

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of MatUnit Qty * Rate Cost per UnLabour by No. UF ** Indexed Hourly CostType of Eq No. Hourly RentHourly Cost
cement qt. 0.09 1507.00 129.60 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand 0.02 1187.50 22.09 Plasterer 1.00 1.00 62.50 62.50 scaffolding 2.00 13.00 26.00
water 0.07 50.00 3.50 Chiseler 1.00 1.00 31.25 31.25
DL 1.00 1.00 31.25 31.25
140.63
1st&2nd coat 0.63 225.01

Total (1:01) 155.19 Total (1:02) 225.01 Total (1:03) 31.00

A= Material 155.19 B= Manpower Unit Cost 225.01 C= Equipment Unit Cos 17.71

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 397.91
10% 39.79 "
Profit Cost: 10% 39.79 "
477.49
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
 **: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
S SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 2.50
WORK ITEM:
Final Coat of cement Rendering . EQUIPEMENT:
TOTAL QANTITY OF 1.00 RESULT : 115.01

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of MatUnit Qty * Rate Cost per UnLabour by No. UF ** Indexed Hourly CostType of Eq No. Hourly RentHourly Cost
cement qt. 0.03 1507.00 39.88 Forman 1.00 0.10 62.50 6.25 Tools 1.00 5.00 5.00
sand 0.01 1187.50 8.31 Plasterer 1.00 1.00 62.50 62.50 scaffolding 0.50 13.00 6.50
water 0.01 50.00 0.25 DL 1.00 1.00 31.25 31.25 Rander mac 1.00 7.00 7.00

Total (1:01) 48.44 Total (1:02) 0.00 Total (1:03) 18.50

100.00
A= Material 48.44 B= Manpower Unit Cost 40.00 C= Equipment Unit Cos 7.40

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 95.84
10% 9.58 "
Profit Cost: 10% 9.58 "
115.01
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
S SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 0.9 m2/hr
WORK ITEM:
Cement pointing EQUIPEMENT:
TOTAL QANTITY OF 1 RESULT : 210.41

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of MatUnit Qty * Rate Cost per UnLabour by No. UF ** Indexed Hourly CostType of Eq No. Hourly RentHourly Cost
cement qt. 0.01 1507.00 13.56 Forman 1.00 0.25 62.50 15.63 Tools 1.00 5.00 5.00
sand 0.00 1187.50 2.38 Plasterer 1.00 1.00 62.50 62.50 scaffolding 1.00 13.00 13.00
water 0.01 50.00 0.50 Chiseler 1.00 0.50 31.25 15.63
DL 1.00 1.00 31.25 31.25

Total (1:01) 16.44Total (1:02) 125.01Total (1:03) 18.00

A= Material 16.44 B= Manpower Unit Cost 138.90 C= Equipment Unit Cost 20.00

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 175.34
10% 17.53 "
Profit Cost: 10% 17.53 "
210.41 m2/hr
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
S SHEET FOR DIRECT & INDIRECT UNIT COSTS
LABOUR HOURLY OUTPUT: 1.50
WORK ITEM:
3cm. Thick cement screed flooring (with out glass). EQUIPEMENT:
TOTAL QANTITY OF 1.00 RESULT : 442.86

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

Type of MatUnit Qty * Rate Cost per UnLabour by No. UF ** Indexed Hourly CostType of Eq No. Hourly RentHourly Cost
cement qt. 0.13 1507.00 195.91 Forman 1.00 0.10 62.50 6.25 Tools 2.00 5.00 10.00
sand 0.03 1187.50 36.81 Plasterer 2.00 1.00 62.50 125.00
water 0.01 50.00 0.50 DL 2.00 1.00 31.25 62.50

Total (1:01) 233.22 Total (1:02) 193.75 Total (1:03) 10.00

A= Material 233.22 B= Manpower Unit Cost 129.17 C= Equipment Unit Cos 6.67

Hourly Output: _______________________ Hourly output: _________________

Direct Cost of Work Item = A+B+C = 369.05
10% 36.91 "
Profit Cost: 10% 36.91 "
442.86
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
PROJECT: LABOUR HOURLY OUTPUT: ml /hr
WORK ITEM:
Hand rail EQUIPEMENT:
TOTAL QANTITY OF WO 1 ml RESULT : 957.22 Birr/ml

Material Cost (1:01) Labour Cost (1:02) Equipment Cost (1:03)

** Indexed
Type of Cost per Labour by Hourly Hourly Type of Hourly Hourly
Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
50x50x2.5 KG 3.83 45.00 172.46 forman 1.00 0.10 62.50 6.25 2.00 5.00 10.00
40x40x2mm KG 7.38 45.00 331.98 DL 1.00 1.00 31.50 31.50
40x40x2mm KG 3.00 45.00 135.11
plates with KG 2.45 45.00 110.39

0.00 0.00 0.00

Total (1:01) 749.94 Total (1:02) 37.75 Total (1:03) 10.00

A= Materials 749.94 Birr/ml B= Manpower Unit Cost 37.75 Birr/ml C= Equipment Unit Cost 10.00 Birr/ml
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: _________________
Direct Cost of Work Item = A+B+C = 797.69 Birr/Pc
Over head cost : 10% 79.77 "
Profit Cost: 10% 79.77 "
Total Unit Cost : 957.22 Birr/Pc

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
7.3 Galvanized metal sheet gutter
ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( a ) G-28 galvanized metal sheet gutter , Development length 33 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 48.57 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 1 0.00 0.00 helper 3 1 43.75 131.25
Nail kg 0.02 234.57 4.69

Total (1:-01) 4.69 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 4.6913043 Birr/ml

B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 48.57 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 48.57 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 48.57 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( b ) G-30 galvanized metal sheet gutter , Development length 33 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 48.57 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 1 0.00 0.00 helper 3 1 43.75 131.25
Nail kg 0.02 234.57 4.69

Total (1:-01) 4.69 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 4.6913043 Birr/ml

B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 48.57 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 48.57 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 48.57 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( c ) G-28 galvanized metal sheet gutter , Development length 40 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 48.57 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 1 0.00 0.00 helper 3 1 43.75 131.25
Nail kg 0.02 234.57 4.69

Total (1:-01) 4.69 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 4.6913043 Birr/ml

B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 48.57 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 48.57 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 48.57 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( d ) G-30 galvanized metal sheet gutter , Development length 40 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 48.57 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 1 0.00 0.00 helper 3 1 43.75 131.25
Nail kg 0.02 234.57 4.69

Total (1:-01) 4.69 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 4.6913043 Birr/ml

B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 48.57 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 48.57 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 48.57 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( e ) G-28 galvanized metal sheet gutter , Development length 50 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 48.57 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 1 0.00 0.00 helper 3 1 43.75 131.25
Nail kg 0.02 234.57 4.69

Total (1:-01) 4.69 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 4.6913043 Birr/ml

B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 48.57 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 48.57 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 48.57 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( f ) G-30 galvanized metal sheet gutter , Development length 50 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 48.57 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 1 0.00 0.00 helper 3 1 43.75 131.25
Nail kg 0.02 234.57 4.69

Total (1:-01) 4.69 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 4.6913043 Birr/ml

B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 48.57 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 48.57 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 48.57 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( g ) G-28 galvanized metalsheet gutter , Development length 67 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 48.57 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 1 0.00 0.00 helper 3 1 43.75 131.25
Nail kg 0.02 234.57 4.69

Total (1:-01) 4.69 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 4.6913043 Birr/ml

B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 48.57 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 48.57 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 48.57 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( h ) G-30 galvanized metal sheet gutter , Development length 67 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 629.97 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 570.00 581.40 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 1 0.00 0.00 helper 3 1 43.75 131.25
Nail kg 0.02 234.57 4.69

Total (1:-01) 586.09 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 586.0913 Birr/ml

B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 629.97 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 629.97 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 629.97 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( h ) G-28 galvanized metal sheet gutter , Development length 100 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 712.08 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 650.00 663.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 1 0.00 0.00 helper 3 1 43.75 131.25
Nail kg 0.02 260.00 5.20

Total (1:-01) 668.20 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 668.2 Birr/ml

B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 712.08 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 712.08 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 712.08 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( h ) G-30 galvanized metal sheet gutter , Development length 100 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 48.57 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 1 0.00 0.00 helper 3 1 43.75 131.25
Nail kg 0.02 234.57 4.69

Total (1:-01) 4.69 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 4.6913043 Birr/ml

B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 48.57 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 48.57 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 48.57 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

7.4 Galvanized sheet rectangular down pipe

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 4.81 ml/hr
WORK ITEM : ( a ) G-28 galvanized sheet rectangular down pipe , Dev. length 33 cm EQUIPEMENT DAILY OUT PUT: 4.81 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 45.58 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 2 0.00 0.00 helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml

B=Manpower Unit Cost 43.51 Birr/ml C=Equipment Unit Cost 2.08 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 45.58 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 45.58 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 45.58 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 4.81 ml/hr
WORK ITEM : ( b ) G-30 galvanized sheet rectangular down pipe , Dev. length 33 cm EQUIPEMENT DAILY OUT PUT: 4.81 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 45.58 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 2 0.00 0.00 helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml

B=Manpower Unit Cost 43.51 Birr/ml C=Equipment Unit Cost 2.08 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 45.58 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 45.58 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 45.58 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 3.88 ml/hr
WORK ITEM : ( c ) G-28 galvanized sheet rectangular down pipe , Dev. length 40 cm EQUIPEMENT DAILY OUT PUT: 3.88 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 56.61 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 2 0.00 0.00 helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 54.03 Birr/ml C=Equipment Unit Cost 2.58 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 56.61 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 56.61 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 56.61 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 3.88 ml/hr
WORK ITEM : ( d ) G-30 galvanized sheet rectangular down pipe , Dev. length 40 cm EQUIPEMENT DAILY OUT PUT: 3.88 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 56.61 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 2 0.00 helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 54.03 Birr/ml C=Equipment Unit Cost 2.58 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 56.61 Birr/ml
Overhead Cost : 0% 0.00 0
Profit Cost: 0% 0.00 Birr/ml
Total: 56.61 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 56.61 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 3.31 ml/hr
WORK ITEM : ( e ) G-28 galvanized sheet rectangular down pipe , Dev. length 50 cm EQUIPEMENT DAILY OUT PUT: 3.31 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 66.23 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 2 0.00 0.00 helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 63.21 Birr/ml C=Equipment Unit Cost 3.02 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 66.23 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 66.23 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 66.23 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 3.31 ml/hr
WORK ITEM : ( 7.69 ) G-30 galvanized sheet rectangular down pipe , Dev. length 50 cm EQUIPEMENT DAILY OUT PUT: 3.31 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 627.23 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 550.00 561.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 2 0.00 helper 3 1 43.75 131.25

Total (1:-01) 561.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 561 Birr/ml B=Manpower Unit Cost 63.21 Birr/ml C=Equipment Unit Cost 3.02 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 627.23 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 627.23 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 627.23 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 4.06 ml/hr
WORK ITEM : ( a ) PVC down pipe Dia.75mm EQUIPEMENT DAILY OUT PUT: 4.06 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 54.00 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
PVC 75mm ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter I 1 1 62.50 62.50
Fixer No 2 0.00 0.00 helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 51.54 Birr/ml C=Equipment Unit Cost 2.46 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 54.00 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 54.00 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 54.00 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 3.81 ml/hr
WORK ITEM : ( b ) PVC down pipe Dia.110mm EQUIPEMENT DAILY OUT PUT: 3.81 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 233.54 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
PVC 110mm ml 1.02 50.00 51.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 75.00 75.00 Carpenter I 1 1 62.50 62.50
Fixer No 2 25.00 50.00 DL 3 1 43.75 131.25

Total (1:-01) 176.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 176 Birr/ml B=Manpower Unit Cost 54.92 Birr/ml C=Equipment Unit Cost 2.62 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 233.54 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 233.54 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 233.54 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 17.00 ml/hr
WORK ITEM : ( b ) Down pipe,UPVC,Dia.110mm PN 6 EQUIPEMENT DAILY OUT PUT: 17.00 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 109.60 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
Dia.110mm UPVC dow ml 1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Accessories ls 1.0 100.00 100.00 Plumber 1 1 62.50 62.50
DL 1 1 31.25 31.25
Helper 1 1 43.75 43.75

Total (1:-01) 100.00 Total (1:02) 153.13 Total (1:03) 10

A= Material unit cost 100 Birr/ml B=Manpower Unit Cost 9.01 Birr/ml C=Equipment Unit Cost 0.59 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 109.60 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 109.60 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 109.60 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.
 ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 15.00 ml/hr
WORK ITEM : ( b ) Down pipe,UPVC,Dia.110mm PN 6 EQUIPEMENT DAILY OUT PUT: 15.00 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 10.88 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
Dia.200mm UPVC down
pipe ml 1.05 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Accessories ls 1.0 0.00 0.00 Plumber 1 1 62.50 62.50
DL 1 1 31.25 31.25
Helper 1 1 43.75 43.75

Total (1:-01) 0.00 Total (1:02) 153.13 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 10.21 Birr/ml C=Equipment Unit Cost 0.67 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 10.88 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 10.88 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 10.88 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 3.56 ml/hr
WORK ITEM : ( c ) PVC down pipe Dia.150mm EQUIPEMENT DAILY OUT PUT: 3.56 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 61.58 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
PVC 150mm ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Metal bracket No 1 0.00 0.00 Carpenter II 1 1 62.50 62.50
Fixer No 2 0.00 0.00 DL 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 58.77 Birr/ml C=Equipment Unit Cost 2.81 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 61.58 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 61.58 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 61.58 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

7.6 Galvanized Steel Flashing

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS
PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 1.2 m/hr
WORK ITEM: (a) G-30 Galvanized Steel Flashing Deve. Size 50 cm. EQUIPEMENT: 1.2 m/hr
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 183.85 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
G 30 Sheet Metal Flashing 0.00 Foreman 1 0.25 62.50 15.63 Tools 1 5.00 5.00
Dev. Size 50 cm. m 1.05 0.00 0.00 Carpenter 1 1 62.50 62.50
Concrete nails kg 0.02 0.00 0.00 Helper 1 1 43.75 43.75
Painting lit 0.0625 0.00 0.00 D/L 1 1 31.25 31.25
Anti rust lit 0.025 0.00 0.00 painter 1 1 62.50 62.50
Thinner lit 0.065 0.00 0.00

Total (1:-01) 0.00 Total (1:02) 215.63 Total (1:03) 5.00

A= Materials Unit Cost 0 birr/m. B= Manpower Unit Cost 179.69 Birr/m C=Equipment Unit Cost 4.17 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 183.85 Birr/m.
Over head cost : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : 183.85 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 1.2 m/hr
WORK ITEM: (b) G-28 Galvanized Steel Flashing Deve. Size 50 cm. EQUIPEMENT: 1.2 m/hr
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 183.85 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
G28 Sheet Metal Flashing 0.00 Foreman 1 0.25 62.50 15.63 Tools 1 5.00 5.00
Dev. Size 50 cm. m 1.05 0.00 0.00 Carpenter 1 1 62.50 62.50
Concrete nails kg 0.02 0.00 0.00 Helper 1 1 43.75 43.75
Painting lit 0.0625 0.00 0.00 D/L 1 1 31.25 31.25
Anti rust lit 0.025 0.00 0.00 painter 1 1 62.50 62.50
Thinner lit 0.065 0.00 0.00

Total (1:-01) 0.00 Total (1:02) 215.63 Total (1:03) 5.00

A= Materials Unit Cost 0 birr/m. B= Manpower Unit Cost 179.69 Birr/m C=Equipment Unit Cost 4.17 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 183.85 Birr/m.
Over head cost : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : 183.85 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
 *: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 1.2 m/hr
WORK ITEM: (c) G-30 Galvanized Steel Flashing Deve. Size 67 cm. EQUIPEMENT: 1.2 m/hr
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 183.85 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
G 30 Sheet Metal Flashing 0.00 Foreman 1 0.25 62.50 15.63 Tools 1 5.00 5.00
Dev. Size 67 cm. m 1.05 0.00 0.00 Carpenter 1 1 62.50 62.50
Concrete nails kg 0.02 0.00 0.00 Helper 1 1 43.75 43.75
Painting lit 0.0625 0.00 0.00 D/L 1 1 31.25 31.25
Anti rust lit 0.025 0.00 0.00 painter 1 1 62.50 62.50
Thinner lit 0.065 0.00 0.00

Total (1:-01) 0.00 Total (1:02) 215.63 Total (1:03) 5.00

A= Materials Unit Cost 0 birr/m. B= Manpower Unit Cost 179.69 Birr/m C=Equipment Unit Cost 4.17 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 183.85 Birr/m.
Over head cost : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : 183.85 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 1.2 m/hr
WORK ITEM: (d) G-28 Galvanized Steel Flashing Deve. Size 67 cm. EQUIPEMENT: 1.2 m/hr
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 183.85 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
G28 Sheet Metal Flashing 0.00 Foreman 1 0.25 62.50 15.63 Tools 1 5.00 5.00
Dev. Size 67 cm. m 1.05 0.00 0.00 Carpenter 1 1 62.50 62.50
Concrete nails kg 0.02 0.00 0.00 Helper 1 1 43.75 43.75
Painting lit 0.0625 0.00 0.00 D/L 1 1 31.25 31.25
Anti rust lit 0.025 0.00 0.00 painter 1 1 62.50 62.50
Thinner lit 0.065 0.00 0.00

Total (1:-01) 0.00 Total (1:02) 215.63 Total (1:03) 5.00

A= Materials Unit Cost 0 birr/m. B= Manpower Unit Cost 179.69 Birr/m C=Equipment Unit Cost 4.17 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 183.85 Birr/m.
Over head cost : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : 183.85 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 1.2 m/hr
WORK ITEM: (e) G-30 Galvanized Steel Flashing Deve. Size 100 cm. EQUIPEMENT: 1.2 m/hr
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 183.85 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
G 30 Sheet Metal Flashing 0.00 Foreman 1 0.25 62.50 15.63 Tools 1 5.00 5.00
Dev. Size 100 cm. m 1.05 0.00 0.00 Carpenter 1 1 62.50 62.50
Concrete nails kg 0.02 0.00 0.00 Helper 1 1 43.75 43.75
Painting lit 0.0625 0.00 0.00 D/L 1 1 31.25 31.25
Anti rust lit 0.025 0.00 0.00 painter 1 1 62.50 62.50
Thinner lit 0.065 0.00 0.00

Total (1:-01) 0.00 Total (1:02) 215.63 Total (1:03) 5.00

A= Materials Unit Cost 0 birr/m. B= Manpower Unit Cost 179.69 Birr/m C=Equipment Unit Cost 4.17 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 183.85 Birr/m.
Over head cost : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : 183.85 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 1.2 m/hr
WORK ITEM: ( f ) G-28 Galvanized Steel Flashing Deve. Size 100 cm. EQUIPEMENT: 1.2 m/hr
TOTAL QANTITY OF WORK ITEM: 1m RESULT: 183.85 Birr/m.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
G28 Sheet Metal Flashing 0.00 Foreman 1 0.25 62.50 15.63 Tools 1 5.00 5.00
Dev. Size 100 cm. m 1.05 0.00 0.00 Carpenter 1 1 62.50 62.50
Concrete nails kg 0.02 0.00 0.00 Helper 1 1 43.75 43.75
Painting lit 0.0625 0.00 0.00 D/L 1 1 31.25 31.25
Anti rust lit 0.025 0.00 0.00 painter 1 1 62.50 62.50
Thinner lit 0.065 0.00 0.00

Total (1:-01) 0.00 Total (1:02) 215.63 Total (1:03) 5.00

A= Materials Unit Cost 0 birr/m. B= Manpower Unit Cost 179.69 Birr/m C=Equipment Unit Cost 4.17 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output: Hourly output: _________________
Direct Cost of Work Item = A+B+C = 183.85 Birr/m.
 Over head cost : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : 183.85 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

7.7 Galvanized steel copping,

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5.00 ml/hr
WORK ITEM : ( a ) G-28 galvanized steel copping, Development length 25 cm EQUIPEMENT DAILY OUT PUT: 5.00 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 43.88 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Fixer No. 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 0
helper 3 1 43.75 131.25 0
0
0
0
0
0
0
Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 43.88 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 43.88 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 43.88 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( b ) G-30 galvanized steel copping, Development length 25 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 43.88 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Fixer No. 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 0
helper 3 1 43.75 131.25 0
0
0
0
0
0
0
Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 43.88 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 43.88 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 43.88 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( c ) G-28 galvanized steel copping, Development length 33cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 43.88 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Fixer No. 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 0
helper 3 1 43.75 131.25 0
0
0
0
0
0
0
Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 43.88 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 43.88 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 43.88 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( d ) G-30 galvanized steel copping, Development length 33 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 43.88 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Fixer No. 4 0.00 0.00 Carpenter II 1 1 62.50 62.50
helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
 Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 43.88 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 43.88 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 43.88 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( e ) G-28 galvanized steel copping, Development length 50cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 43.88 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Fixer No. 4 0.00 0.00 Carpenter II 1 1 62.50 62.50 0
helper 3 1 43.75 131.25 0
0
0
0
0
0
0
Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 43.88 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 43.88 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 43.88 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 5 ml/hr
WORK ITEM : ( f ) G-30 galvanized steel copping, Development length 50 cm EQUIPEMENT DAILY OUT PUT: 5 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 43.88 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Fixer No. 4 0.00 0.00 Carpenter II 1 1 62.50 62.50
helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 41.88 Birr/ml C=Equipment Unit Cost 2.00 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 43.88 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 43.88 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 43.88 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

7.8 Galvanized steel roof ridge

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS
PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 7.125 ml/hr
WORK ITEM : ( a ) G-28 galvanized steel roof ridge Development length 33cm EQUIPEMENT DAILY OUT PUT: 7.125 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 42.52 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Roofing nail kg 0.05 234.57 11.73 Carpenter II 1 1 62.50 62.50
helper 3 1 43.75 131.25

Total (1:-01) 11.73 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 11.7283 Birr/ml B=Manpower Unit Cost 29.39 Birr/ml C=Equipment Unit Cost 1.40 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 42.52 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 42.52 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 42.52 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 7.125 ml/hr
WORK ITEM : ( b ) G-30 galvanized steel roof ridge Development length 33 cm EQUIPEMENT DAILY OUT PUT: 7.125 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 30.79 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Fixer No. 4 0.00 0.00 Carpenter II 1 1 62.50 62.50
helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 29.39 Birr/ml C=Equipment Unit Cost 1.40 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 30.79 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 30.79 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 30.79 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 7.125 ml/hr
WORK ITEM : ( c ) G-28 galvanized steel roof ridge Development length 50cm EQUIPEMENT DAILY OUT PUT: 7.125 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 30.79 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-28 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Fixer No. 4 0.00 0.00 Carpenter II 1 1 62.50 62.50
helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 29.39 Birr/ml C=Equipment Unit Cost 1.40 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 30.79 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 30.79 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 30.79 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT COSTS

PROJECT: ROOFING WORKS LABOUR DAILY OUTPUT: 7.125 ml/hr
WORK ITEM : (d ) G-30 galvanized steel roof ridge Development length 50 cm EQUIPEMENT DAILY OUT PUT: 7.125 ml/hr
TOTAL QANTITY OF WORK ITEM: 1 ml RESULT : 30.79 Birr/ml

Material Cost (1:01) Labor Cost (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labor by Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Trade No. UF Cost Daily wage Equipment No. Rental Cost
G-30 G.I.sheet ml 1.02 0.00 0.00 Forman 1 0.25 62.50 15.63 Tool 2.00 5.00 10
Fixer No. 4 0.00 0.00 Carpenter II 1 1 62.50 62.50
helper 3 1 43.75 131.25

Total (1:-01) 0.00 Total (1:02) 209.38 Total (1:03) 10

A= Material unit cost 0 Birr/ml B=Manpower Unit Cost 29.39 Birr/ml C=Equipment Unit Cost 1.40 Birr/ml
Total of (1:02) Total of (1:03)
Daily Output Daily output:
Direct Cost of work item = A + B + C = 30.79 Birr/ml
Overhead Cost : 0% 0.00 Birr/ml
Profit Cost: 0% 0.00 Birr/ml
Total: 30.79 Birr/ml
Remark : ____________________________________
UF: UTILIZATION FACTOR Total Unit Cost : 30.79 Birr/ml
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 6.5 m2/hr.
WORK ITEM: (d) Aspesto roof cover EQUIPEMENT: 6.5 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 47.63 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Aspesto m2 1.04 0.00 0 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Roofing nail kg 0.05 234.57 11.73 Carpenter 1 1 62.50 62.50
Plastic washer pkt 0.05 120.00 6.00 Helper 1 1 43.75 43.75
DL 2 1 31.25 62.50

Total (1:-01) 17.73 Total (1:02) 184.38 Total (1:03) 10.00

A= Materials Unit Cost 17.73 Birr/m B= Manpower Unit Cost 28.37 Birr/m C=Equipment Unit Cost 1.54 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 47.63 Birr/m.
Over Head : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : . 47.63 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 6.5 m2/hr.
WORK ITEM: (e) Euro tile EQUIPEMENT: 6.5 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 47.63 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Euro tile m2 1.04 0.00 0 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Roofing nail kg 0.05 234.57 11.73 Carpenter 1 1 62.50 62.50
Plastic washer pkt 0.05 120.00 6.00 Helper 1 1 43.75 43.75
DL 2 1 31.25 62.50

Total (1:-01) 17.73 Total (1:02) 184.38 Total (1:03) 10.00

A= Materials Unit Cost 17.73 Birr/m B= Manpower Unit Cost 28.37 Birr/m C=Equipment Unit Cost 1.54 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 47.63 Birr/m.
Over Head : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : . 47.63 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 2.5 m2/hr.
WORK ITEM: (f) Grass roof EQUIPEMENT: 2.5 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 442.44 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Grass m2 1.04 0.00 0 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Nail kg 0.02 234.57 4.69 Carpenter 1 1 62.50 62.50
Rope ml 3 120.00 360.00 Helper 1 1 43.75 43.75
DL 2 1 31.25 62.50

Total (1:-01) 364.69 Total (1:02) 184.38 Total (1:03) 10.00

A= Materials Unit Cost 364.69 Birr/m B= Manpower Unit Cost 73.75 Birr/m C=Equipment Unit Cost 4.00 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 442.44 Birr/m.
Over Head : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : . 442.44 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 2.5 m2/hr.
WORK ITEM: (g) Mica roof EQUIPEMENT: 2.5 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1m 2
RESULT: 95.48 Birr/m .
2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Mica roof tile m2 1.04 0.00 0 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Roof Nail kg 0.05 234.57 11.73 Carpenter 1 1 62.50 62.50
Washer pkt 0.05 120.00 6.00 Helper 1 1 43.75 43.75
DL 2 1 31.25 62.50

Total (1:-01) 17.73 Total (1:02) 184.38 Total (1:03) 10.00

A= Materials Unit Cost 17.73 Birr/m B= Manpower Unit Cost 73.75 Birr/m C=Equipment Unit Cost 4.00 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 95.48 Birr/m.
Over Head : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : . 95.48 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 2.5 m2/hr.
WORK ITEM: (g) Sheet metal roof EQUIPEMENT: 2.5 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 95.48 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Sheet metal 1mm m2 1.04 0.00 0 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Roof Nail kg 0.05 234.57 11.73 Carpenter 1 1 62.50 62.50
Washer pkt 0.05 120.00 6.00 Helper 1 1 43.75 43.75
DL 2 1 31.25 62.50

Total (1:-01) 17.73 Total (1:02) 184.38 Total (1:03) 10.00

A= Materials Unit Cost 17.73 Birr/m B= Manpower Unit Cost 73.75 Birr/m C=Equipment Unit Cost 4.00 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 95.48 Birr/m.
Over Head : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : . 95.48 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 2.5 m2/hr.
WORK ITEM: (7.1.10) CIS cladding for decorating roof prlin EQUIPEMENT: 2.5 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 149.05 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
CIS m2 1.04 0.00 0 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Zigba purline (4x5cm) ml 6 10.51 63.043478 Carpenter 1 1 62.50 62.50
Nail kg 0.05 165.22 8.2608696 Helper 1 1 43.75 43.75
DL 2 1 31.25 62.50
 Total (1:-01) 71.30 Total (1:02) 184.38 Total (1:03) 10.00

A= Materials Unit Cost 71.30 Birr/m B= Manpower Unit Cost 73.75 Birr/m C=Equipment Unit Cost 4.00 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 149.05 Birr/m.
Over Head : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : . 149.05 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: ROOFING WORKS LABOUR HOURLY OUTPUT: 2.5 m2/hr.
WORK ITEM: (7.1.11) Tsid Timber cladding 1cm for decorating roof purlin EQUIPEMENT: 2.5 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 157.32 Birr/m2.

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Tsid Timer 1cm thick m2 1.04 0.00 0 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Zigba purline (4x5cm) ml 6 10.51 63.043478 Carpenter 1 1 62.50 62.50
Nail kg 0.1 165.22 16.52 Helper 1 1 43.75 43.75
DL 2 1 31.25 62.50

Total (1:-01) 79.57 Total (1:02) 184.38 Total (1:03) 10.00

A= Materials Unit Cost 79.57 Birr/m B= Manpower Unit Cost 73.75 Birr/m C=Equipment Unit Cost 4.00 Birr/m
Total of (1:02) Total of (1:03)
Hourly Output Hourly output: _________________
Direct Cost of Work Item = A+B+C = 157.32 Birr/m.
Over Head : 0% 0.00 Birr/m.
Profit Cost: 0% 0.00 Birr/m.
Total Unit Cost : . 157.32 Birr/m.
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2 m2/hr.
WORK ITEM: ( 6.3.1 ) እንጨት በጭቃ ግድግዳ chika wall with all wood work EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 187 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Clay soil/ጭቃ/ m2 1.05 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Eucalyptus 10cm ml 1.5 0.00 0.00 Mud worker 2 1 62.50 125.00
Eucalyptus 8cm ml 2 0.00 0.00 Carpenter 2 1 62.50 125.00
Eucalyptus 6cm ml 4.4 0.00 0.00 Helper 2 1 43.75 87.50
Euca.Filt ml 20 0.00 0.00
Chid kg 1 0.00 0.00
Nail kg 0.06 165.22 9.91
Water m3 0.1 0.00 0.00
Total (1:-01) 9.91 Total ( 1:02 ) 343.75 Total (1:03) 10.00

A= Materials Unit Cost 9.9 Birr/m2 B= Manpower Unit Cost 171.9 Birr/m2 C=Equipment Unit Cost 5.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 186.79 Birr/m2 176.88
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 186.79 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 4 m2/hr.
WORK ITEM: ( 6.3.2 ) እንጨት ግድግዳ Eucalyptus wood wall with all wood work EQUIPEMENT: 4 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 67 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Eucalyptus 10cm ml 1.5 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Eucalyptus 8cm ml 2 0.00 0.00 Carpenter I 2 1 62.50 125.00
Eucalyptus 6cm ml 4.4 0.00 0.00 Helper 2 1 43.75 87.50
Euca.Filt ml 20 0.00 0.00
Nail kg 0.06 165.22 9.91

Total (1:-01) 9.91 Total ( 1:02 ) 218.75 Total (1:03) 10.00

A= Materials Unit Cost 9.9 Birr/m2 B= Manpower Unit Cost 54.7 Birr/m2 C=Equipment Unit Cost 2.500 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 67.10 Birr/m2 57.19
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 67.10 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 4 m2/hr.
WORK ITEM: ( 6.3.3 ) Timber wall with all wood work EQUIPEMENT: 4 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 51 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Timber m2 1.05 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Eucalyptus 10cm ml 1.5 0.00 0.00 Carpenter 2 1 62.50 125.00
Eucalyptus 6cm ml 2 0.00 0.00 DL 1 1 31.25 31.25
Nail kg 0.05 165.22 8.26

Total (1:-01) 8.26 Total ( 1:02 ) 162.50 Total (1:03) 10.00

A= Materials Unit Cost 8.3 Birr/m2 B= Manpower Unit Cost 40.63 Birr/m2 C=Equipment Unit Cost 2.500 Birr/m2
Total of (1:02) Total of (1:03)
 Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 51.39 Birr/m2 43.13
297.5 Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 51.39 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 4 m2/hr.
WORK ITEM: ( 6.27 ) G-32 CIS wall with all wood work EQUIPEMENT: 4 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 36 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
G-32 CIS m2 1.05 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Eucalyptus 10cm ml 1.5 0.00 0.00 Carpenter 1 1 62.50 62.5
Eucalyptus 6cm ml 2 0.00 0.00 DL 1 1 31.25 31.25
Nail kg 0.05 165.22 8.26

Total (1:-01) 8.26 Total ( 1:02 ) 100.00 Total (1:03) 10.00

A= Materials Unit Cost 8.3 Birr/m2 B= Manpower Unit Cost 25.00 Birr/m2 C=Equipment Unit Cost 2.500 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 35.76 Birr/m2 27.50
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 35.76 Birr/m 2

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 1 m2/hr.
WORK ITEM: ( 6.27 ) Sheet metal wall with all accessory EQUIPEMENT: 1 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 543 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Sheet metal 1mm m2 1 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
30x30x2mm RHS ml 4 0.00 0.00 Carpenter 1 1 62.50 62.5 Weldin mach. 1 87.50 87.5
Electrod (2.5mm) ml 8 20.00 160.00 Welder 1 1 75.00 75.00 Grinder 1 87.50 87.5
Anti rust lit 0.08 0.00 0.00 DL 1 1 31.25 31.25
Thinner lit 0.09 250.00 22.50

Total (1:-01) 182.50 Total ( 1:02 ) 175.00 Total (1:03) 185.00

A= Materials Unit Cost 182.5 Birr/m2 B= Manpower Unit Cost 175.00 Birr/m2 C=Equipment Unit Cost 185.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 542.50 Birr/m2 360.00
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 542.50 Birr/m 2

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 4 m2/hr.
WORK ITEM: ( 6.27 ) Aspestos wall with all wood work EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 36 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Aspestos m2 1.05 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Eucalyptus 10cm ml 1.5 0.00 0.00 Carpenter 1 1 62.50 62.50
Eucalyptus 6cm ml 2 0.00 0.00 DL 1 1 31.25 31.25
Nail kg 0.05 165.22 8.26

Total (1:-01) 8.26 Total ( 1:02 ) 100.00 Total (1:03) 10.00

A= Materials Unit Cost 8.26 Birr/m2 B= Manpower Unit Cost 25.00 Birr/m2 C=Equipment Unit Cost 2.500 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 35.76 Birr/m2 27.50
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 35.76 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 4 m2/hr.
WORK ITEM: ( 6.27 ) PVC wall with all wood work EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 193 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
PVC m2 1.05 150.00 157.50 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Eucalyptus 10cm ml 1.5 0.00 0.00 Carpenter 1 1 62.50 62.5
Eucalyptus 6cm ml 2 0.00 0.00 DL 1 1 31.25 31.25
Nail kg 0.05 165.22 8.26

Total (1:-01) 165.76 Total ( 1:02 ) 100.00 Total (1:03) 10.00

A= Materials Unit Cost 165.76 Birr/m2 B= Manpower Unit Cost 25.00 Birr/m2 C=Equipment Unit Cost 2.500 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 193.26 Birr/m2 27.50
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 193.26 Birr/m 2

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 5 m2/hr.
WORK ITEM: ( 6.27 ) 22cm thick Hydra form block for partition wall EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 33 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Hydra form No 35 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Masonary 1 1 62.50 62.5000
Helper 2 1 43.75 87.5000

Total (1:-01) 0.00 Total ( 1:02 ) 156.25 Total (1:03) 10.00

A= Materials Unit Cost 0.0 Birr/m2 B= Manpower Unit Cost 31.3 Birr/m2 C=Equipment Unit Cost 2.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 33.25 Birr/m2 33.25
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 33.25 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 5 m2/hr.
WORK ITEM: ( 6.27 ) 14cm thick Hydra form block for partition wall EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 33 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Hydra form No 35 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Masonary 1 1 62.50 62.5000
Helper 2 1 43.75 87.5000

Total (1:-01) 0.00 Total ( 1:02 ) 156.25 Total (1:03) 10.00

A= Materials Unit Cost 0.0 Birr/m2 B= Manpower Unit Cost 31.3 Birr/m2 C=Equipment Unit Cost 2.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 33.25 Birr/m2 33.25
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 33.25 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2 m2/hr.
WORK ITEM: ( 6.27 ) Agrostone Board wall EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 71 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Agrostone Board m2 1.05 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Pumice kg 0.15 0.00 0.00 Carpenter 1 1 62.50 62.5
Bagas kg 0.75 0.00 0.00 DL 2 1 31.25 62.5
MgO kg 4 0.00 0.00
MgCl2 lit 2.5 0.00 0.00
0.00

Total (1:-01) 0.00 Total ( 1:02 ) 131.25 Total (1:03) 10.00

A= Materials Unit Cost 0.0 Birr/m2 B= Manpower Unit Cost 65.63 Birr/m2 C=Equipment Unit Cost 5.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 70.63 Birr/m2 70.63
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 70.63 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2 m2/hr.
WORK ITEM: ( 6.27 ) Chipwood wall with all wood work EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 316 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
8mm Chipwood m2 1.05 188.72 198.15 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Eucalyptus 10cm ml 1.5 0.00 0.00 Carpenter 1 1 62.50 62.5
5x7cm batten ml 2 19.33 38.67 DL 2 1 31.25 62.5
Nail kg 0.05 165.22 8.26

Total (1:-01) 245.08 Total ( 1:02 ) 131.25 Total (1:03) 10.00

A= Materials Unit Cost 245.1 Birr/m2 B= Manpower Unit Cost 65.63 Birr/m2 C=Equipment Unit Cost 5.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 315.70 Birr/m2 70.63
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 315.70 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2 m2/hr.
WORK ITEM: ( 6.27 ) Playwood wall with all wood work EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Playwood m2 1.05 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Eucalyptus 10cm ml 1.5 0.00 0.00 Carpenter 1 1 62.50 62.5
5x7cm batten ml 2 19.33 38.67 DL 2 1 31.25 62.5
Nail kg 0.05 165.22 8.26

Total (1:-01) 46.93 Total ( 1:02 ) 131.25 Total (1:03) 10.00

A= Materials Unit Cost 46.9 Birr/m2 B= Manpower Unit Cost 65.63 Birr/m2 C=Equipment Unit Cost 5.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 117.55 Birr/m2 70.63
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 117.55 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 2 m2/hr.
WORK ITEM: ( 6.27 ) Fyzit wall with all wood work EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 118 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Fyzit m2 1.05 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
Eucalyptus 10cm ml 1.5 0.00 0.00 Carpenter 1 1 62.50 62.5
5x7cm batten ml 2 19.33 38.67 DL 2 1 31.25 62.5
Nail kg 0.05 165.22 8.26

Total (1:-01) 46.93 Total ( 1:02 ) 131.25 Total (1:03) 10.00

A= Materials Unit Cost 46.93 Birr/m2 B= Manpower Unit Cost 65.63 Birr/m2 C=Equipment Unit Cost 5.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 117.55 Birr/m2 70.63
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 117.55 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 1.5 m2/hr.
WORK ITEM: ( 6.27 ) MDF wall with all wood work EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 160 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
MDF board m2 1.05 0.00 0.00 Foreman 1 0.1 62.50 6.25 Tools 2 5.00 10
5x7cm batten ml 3 19.33 58.00 Carpenter 1 1 62.50 62.5
Nail kg 0.05 165.22 8.26 DL 2 1 31.25 62.5

Total (1:-01) 66.26 Total ( 1:02 ) 131.25 Total (1:03) 10.00

A= Materials Unit Cost 66.26 Birr/m2 B= Manpower Unit Cost 87.50 Birr/m2 C=Equipment Unit Cost 6.667 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 160.43 Birr/m2 94.17
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 160.43 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 1.25 m2/hr.
WORK ITEM: ( 6.27 ) 38 mm LTZ metal profile wall with 4mm clear glass EQUIPEMENT: 1.25 m2/hr. 2.9142857
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 459 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost 819.5
L 38x1.5 x6000 ml 1 0.00 0.00 Foreman 1 0.1 62.50 6.25 Welding machine 1 87.50 87.5
T 38x1.5 x6000 ml 3 0.00 0.00 Welder 1 1 75.00 75 Grinder 1 87.50 87.5
Electrod 3.2mm pc 10 20.00 200.00 DL 2 1 31.25 62.5 Tools 1 5.00 5
Antirust lit 0.2 0.00 0.00
Clear glss 4mm m2 1.05 0.00 0.00

Total (1:-01) 200.00 Total ( 1:02 ) 143.75 Total (1:03) 180.00

A= Materials Unit Cost 200.00 Birr/m2 B= Manpower Unit Cost 115.00 Birr/m2 C=Equipment Unit Cost 144.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 459.00 Birr/m2 259.00
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 459.00 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: WALLING LABOUR HOURLY OUTPUT: 1.25 m2/hr.
WORK ITEM: ( 6.27 ) 38 mm LTZ metal profile wall with 4mm clear glass EQUIPEMENT: 1.25 m2/hr.
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 459 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost 216.67
30x30x1.5mmRHS ml 4 0.00 0.00 Foreman 1 0.1 62.50 6.25 Welding machine 1 87.50 87.5
Electrode ( 3.2 mm ) pc 10 20.00 200.00 Welder 1 1 75.00 75 Grinder 1 87.50 87.5
Antirust lit 0.2 0.00 0.00 DL 2 1 31.25 62.5 Tools 1 5.00 5
Clear glss m2 1.05 0.00 0.00

Total (1:-01) 200.00 Total ( 1:02 ) 143.75 Total (1:03) 180.00

A= Materials Unit Cost 200.00 Birr/m2 B= Manpower Unit Cost 115.00 Birr/m2 C=Equipment Unit Cost 144.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 459.00 Birr/m2 259.00
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 459.00 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: Wall LABOUR HOURLY OUTPUT: 4 m2/hr.
WORK ITEM: ( 6.30 ) Wire mesh wall EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 223.95 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
wire mesh ml 1 30.00 30.00 Foreman 1 0.25 62.50 15.63 Tools 1 5.00 5
Frame ml 2 20.00 40.00 Welder 1 1 75.00 75 Welding mach. 1 87.50 87.5
Electrod 3.2mm no 4 20.00 80.00 D/L 1 1 31.25 31.25
0.00

Total (1:-01) 150.00 Total ( 1:02 ) 121.88 Total (1:03) 92.50

A= Materials Unit Cost 150.00 Birr/m2 B= Manpower Unit Cost 30.47 Birr/m2 C=Equipment Unit Cost 23.125 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 203.59 Birr/m2 53.59
Over head cost : 10% 0.00 "
Profit Cost: 10% 20.36 "
Total Unit Cost : 223.95 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FANCE LABOUR HOURLY OUTPUT: 0.75 m2/hr.
WORK ITEM: ( 6.30 ) Barbed wire fence EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 251 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Barbed wire ml 5 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 2 5.00 10
Frame ml 2.5 20.00 50.00 Carpenter 1 1 62.50 62.5
2.5 mm black wire kg 0.02 0.00 0.00 D/L 2 1 31.25 62.5

Total (1:-01) 50.00 Total ( 1:02 ) 140.63 Total (1:03) 10.00

A= Materials Unit Cost 50.00 Birr/m2 B= Manpower Unit Cost 187.50 Birr/m2 C=Equipment Unit Cost 13.333 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 250.83 Birr/m2 200.83
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 250.83 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FANCE LABOUR HOURLY OUTPUT: 0.5 m2/hr.
WORK ITEM: ( 6.31 ) Wire fence EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 185 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
Fence wire m² 1 0.00 0.00 Foreman 1 0.25 - 0.00 Tools 1 5.00 5
Metal post 1 1/2" ml 2.5 0.0 0.00 Carpenter 1 1 - 0 Welding mach. 0.5 87.50 43.75
Cement kg 2 0.00 0.00 D/L 2 1 - 0 Grinder 0.5 87.50 43.75
Sand m³ 0.01 0.00 0.00

Total (1:-01) 0.00 Total ( 1:02 ) 0.00 Total (1:03) 92.50

A= Materials Unit Cost 0.00 Birr/m2 B= Manpower Unit Cost 0.0 Birr/m2 C=Equipment Unit Cost 185.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 185.00 Birr/m2 185.00
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 185.00 Birr/m 2

Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.

ANALYSIS SHEET FOR DIRECT & INDIRECT UNIT COSTS

PROJECT: FANCE LABOUR HOURLY OUTPUT: 0.25 m2/hr.
WORK ITEM: ( 6.32 ) Fence with grill EQUIPEMENT:
TOTAL QANTITY OF WORK ITEM: 1 m2 RESULT: 1533 Birr/m2

Material Cost (1:01) Labour (1:02) Equipment Cost (1:03)

** Indexed
Cost per Labour by Hourly Hourly Type of Hourly Hourly
Type of Material Unit Qty * Rate Unit Grade No. UF Cost Cost Equipment No. Rental Cost
RHS 20X20 X1.5mm ml 8.2 0.00 0.00 Foreman 1 0.25 62.50 15.63 Tools 1 5.00 5
RHS 40X40 X2 mm ml 2.5 0.00 0.00 Welder 1 1 62.50 62.50 Welding mach. 0.5 87.50 43.75
Electrod 3.2mm No 30 20.00 600.00 D/L 2 1 31.25 62.50 Grinder 0.5 87.50 43.75
Cement kg 2 0.00 0.00 0.00 0
Sand m³ 0.01 0.00 0.00 0.00 0
 0.00 0.00 0
Total (1:-01) 600.00 Total ( 1:02 ) 140.63 Total (1:03) 92.50

A= Materials Unit Cost 600.0 Birr/m2 B= Manpower Unit Cost 562.5 Birr/m2 C=Equipment Unit Cost 370.000 Birr/m2
Total of (1:02) Total of (1:03)
Hourly Output: _______________________ Hourly output: __________________
Direct Cost of Work Item = A+B+C = 1532.50 Birr/m2 932.50
Over head cost : 0% 0.00 "
Profit Cost: 0% 0.00 "
Total Unit Cost : 1532.50 Birr/m2
Remark _____________________________________________________________________________
UF: UTILIZATION FACTOR
*: INCLUSIVE OF WASTAGE, TRANSPORTING, HANDLING, ETC.
**: INCLUSIVE OF BENEFITS, TRAVEL SUBSIDES AND COST OF OVERTIME RELATED TO TARGETED OUTPUT.