Productivity Rate PDF
January 18, 2023 | Author: Anonymous | Category: N/A
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Typical Productivity Rates (Example) Fo Foundations undations and Excavation - Basement Excavation Sr. No.
Task / Description
Slow
Ave
Fast
Units
1
Hydraulic Excavator, 0.3m3 bucket, Sand/Soil - Basement Works
6.4
8.0
9.4
m3/hr
2
Hydraulic Excavator, 0.3m3 bucket, Gravel Beds - Basement Works
5.5
6.9
8.1
m3/hr
3
Hydraulic Excavator, 0.3m3 bucket, Clay/Chalk - Basement Works
5.2
6.5
7.9
m3/hr
4
Hydraulic Excavator, 0.3m3 bucket, Hard Ground - Basement Works
4.7
5.9
8.2
m3/hr
5
Hydraulic Excavator, 0.4m3 bucket, Sand/Soil - Basement Works
12.6
15.4
18.9
m3/hr
6
Hydraulic Excavator, 0.4m3 bucket, Gravel Beds - Basement Works
11.7
14.3
16.7
m3/hr
7
Hydraulic Excavator, 0.4m3 bucket, Clay/Chalk - Basement Works
10.9
13.3
15.6
m3/hr
8
Hydraulic Excavator, 0.4m3 bucket, Hard Ground - Basement Works
9.7
11.8
14.0
m3/hr
9 10
Hydraulic Excavator, 0.5m3 bucket, Sand/Soil - Basement Works Hydraulic Excavator, 0.5m3 bucket, Gravel Beds - Basement Works
18.2 16.5
20.0 18.1
23.0 20.0
m3/hr m3/hr
11
Hydraulic Excavator, 0.5m3 bucket, Clay/Chalk - Basement Works
15.4
16.7
19.3
m3/hr
12
Hydraulic Excavator, 0.5m3 bucket, Hard Ground - Basement Works
13.3
15.4
17.7
m3/hr
Slow
Ave
Fast
Units
Fo Foundations undations and Excavation - Bulk Excavation Sr. No.
Task / Description
1
Exca Excava vati tion on B Bul ulki king ng Fac Facto tor, r, San Sand/ d/So Soil il
-
15.0
20.0
%
2
Exca Excava vati tion on Bulk Bulkin ing g Fac Facto tor, r, Grav Gravel el
-
33.0
-
%
3
Exca Excava vati tion on B Bul ulki king ng Fac Facto tor, r, C Cla lay/ y/Ch Chal alk k
-
40.0
-
%
4
Exca Excava vati tion on B Bul ulki king ng Fac Facto tor, r, Bou Bould lder er C Cla lay y
-
45.0
-
%
5
Exca Excava vati tion on Bulk Bulkin ing gF Fac acto tor, r, Ro Rock ck
-
60.0
-
%
6
Spoil Weight, Rock
-
2.5
-
Tonnes/m3
7
Spoil Weig h htt, Co nc ncret e
-
2.4
-
Tonnes/m3
8
Sp Spoi oill Wei Weigh ght, t, La Land ndfi fill ll/C /CDG DG
-
1.9
-
Tonnes/m3
-
1.8
-
Tonnes/m3
9 10
Spoil Weight, Sand Ra Rail il Mou Mounte nted d Gra Grab, b, 2. 2.0m 0m3 3 buc bucke kett 2.4 2.4mi min n lif liftt cy cycl cle e
30.0
48.0
59.0
m3/hr
11
Crane Crane Mounte Mounted d Cl Clams amshel helll Gra Grab, b, 2.0m3 2.0m3 bucket bucket 2.9mi 2.9min n lif liftt cy cycle cle
25.0
33.0
41.0
m3/hr
12
Crane Crane Mounte Mounted d Cl Clams amshel helll Gra Grab, b, 2.5m3 2.5m3 bucket bucket 2.9mi 2.9min n lif liftt cy cycle cle
34.0
42.0
52.0
m3/hr
8.7
10.2
m3/hr
13
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.3m 0.3m3 3 bucke bucket, t, S Sand and/S /Soi oill
6.9
14
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.4m 0.4m3 3 bucke bucket, t, S Sand and/S /Soi oill
23.4
28.6
33.4
m3/hr
15
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.5m 0.5m3 3 bucke bucket, t, S Sand and/S /Soi oill
45.5
50.0
58.0
m3/hr
16
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.3m 0.3m3 3 bucke bucket, t, Gr Grav avel el Beds Beds
5.6
7.1
8.2
m3/hr
17
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.4m 0.4m3 3 bucke bucket, t, Gr Grav avel el Beds Beds
20.5
25.0
29.0
m3/hr
18
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.5m 0.5m3 3 bucke bucket, t, Gr Grav avel el Beds Beds
36.8
40.0
46.0
m3/hr
7.1
8.3
m3/hr
19
Hy Hydra draul ulic ic Ex Exca cavat vator or,, 0.3 0.3m3 m3 buck bucket et,, Clay/ Clay/Ch Chal alk k
5.6
20
Hy Hydra draul ulic ic Ex Exca cavat vator or,, 0.4 0.4m3 m3 buck bucket et,, Clay/ Clay/Ch Chal alk k
20.5
25.0
28.7
m3/hr
21
Hy Hydra draul ulic ic Ex Exca cavat vator or,, 0.5 0.5m3 m3 buck bucket et,, Clay/ Clay/Ch Chal alk k
37.0
40.0
46.0
m3/hr
22
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.3m 0.3m3 3 bucke bucket, t, H Hard ard Gro Ground und
4.5
6.1
7.2
m3/hr
23
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.4m 0.4m3 3 bucke bucket, t, H Hard ard Gro Ground und
17.9
22.2
25.0
m3/hr
24
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.5m 0.5m3 3 bucke bucket, t, H Hard ard Gro Ground und
25.7
28.6
32.9
m3/hr
Slow
Ave
Fast
Units
20.0
-
%
Ave
Fast
Units
Foundations and Excavation - Contigous Piling Sr. No. 1
Task / Description Extr Extra a Ov Over er tim time e fo forr bo bore red dp pil ile e buil build d ti time mes s
-
Foundations and Excavation - Dewatering Sr. No. 1 2
Task / Description
Slow
Setu p sma llll 2 ho le le sy system
10.0
8.0
6.0
days
Setu p larg e 15 h ho ole sy system
-
21.0
-
days
Slow
Ave
Fast
Units
Foundations Foun dations and Excavation - Excavate and Remove Sr. No.
Task / Description
1
Exc Excava avate te Spo Spoil il Heap Heaps s tto oT Trans ransport port,, 0 0.6m .6m3 3 bucke bucket, t, Sand/So Sand/Soil il
14.5
20.0
25.6
m3/hr
2
Exc Excava avate te S Spoi poill Heaps Heaps to T Trans ransport port,, 0. 0.6m3 6m3 bucket, bucket, Gravel Gravel Beds Beds
15.2
20.4
25.6
m3/hr
3
Exc Excava avate te S Spoi poill Heaps Heaps to T Trans ransport port,, 0. 0.6m3 6m3 bucket, bucket, Clay/Ch Clay/Chalk alk
12.3
18.5
23.2
m3/hr
4
Exc Excava avate te S Spoi poill Heaps Heaps to T Trans ransport port,, 0. 0.6m3 6m3 bucket, bucket, Boulder Boulder Cla Clay y
5
Exc Excava avate te Spo Spoil il Heap Heaps s tto oT Trans ransport port,, 1 1.1m .1m3 3 bucke bucket, t, Sand/So Sand/Soil il
11.2 25.4
16.9 30.3
21.3 35.7
m3/hr m3/hr
6
Exc Excava avate te S Spoi poill Heaps Heaps to T Trans ransport port,, 1. 1.1m3 1m3 bucket, bucket, Gravel Gravel Beds Beds
25.6
31.3
37.0
m3/hr
7
Exc Excava avate te S Spoi poill Heaps Heaps to T Trans ransport port,, 1. 1.1m3 1m3 bucket, bucket, Clay/Ch Clay/Chalk alk
22.5
27.8
33.3
m3/hr
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Typical Productivity Rates (Example) 18.9
24.4
30.3
m3/hr
Load Load Spoi Spoill to to B Bar arge ge,, c cap apac acit ity y 2,0 2,000 00m3 m3
-
8.0
-
hrs
10
Loa Load dS Spoi poill to to Barg Barge, e, cap capac acit ity y1 1,5 ,500m 00m3 3
-
6.5
-
hrs
11
Loa Load dS Spoi poill to to Barg Barge, e, cap capac acit ity y1 1,0 ,000m 00m3 3
-
5.5
-
hrs
Spoi Spoill conv convey eyor, or, 600 600mm mm be belt, lt, 15 150m 0m/m /min in
-
260.0
-
m3/hr
Slow
Ave
Fast
Units
8
Exc Excava avate te S Spoi poill Heaps Heaps to T Trans ransport port,, 1. 1.1m3 1m3 bucket, bucket, Boulder Boulder Cla Clay y
9
12
Fo Foundations undations and Excavation - Ground Compaction Sr. No.
Task / Description
1
De Deep ep Vi Vibr brof oflo lot, t, 3m ce cent ntre res s
330.0
380.0
465.0
m3/hr
2
Vibro-Roller, Sand
28.5
31.2
45.2
m2/hr
3 4
Vibro-Roller, Soil Vibro-Roller, Clay
-
58.8 55.6
-
m2/hr m2/hr
5
Vibro -R -Roller , Hard co core
-
38.4
-
m2/hr
6
Vibro-Roller, A As sh
-
57.8
-
m2/hr
Foundations and Excavation - Sheet Piling Sr. No.
Task / Description
Slow
Ave
Fast
Units
55.0
60.0
m/day
1
Vibr Vibro/ o/Dr Drop op Hamm Hammer er,, 1 10m 0m deep deep Sand Sand
-
2
Vibr Vibro/ o/Dr Drop op Hamm Hammer er,, 3 35m 5m deep deep Sand Sand
3.5
32.0
10.5
m/day
Slow
Ave
Fast
Units
Foundations Founda tions and Excavation - Small or Deep Ex Excavation cavation Sr. No.
Task / Description Hy Hydra draul ulic ic Exca Excavat vator or,, 0.3 0.3m3 m3 buc bucke ket, t, Sand Sand/S /Soi oill
6.7
8.4
9.9
m3/hr
2
Hy Hydra draul ulic ic Exca Excavat vator or,, 0.3m 0.3m3 3b buck ucket et,, Grav Gravel el B Beds eds
3.2
4.5
5.0
m3/hr
3
Hy Hydra draul ulic ic Exca Excavat vator or,, 0.3m 0.3m3 3b buck ucket et,, Clay Clay/C /Cha halk lk
3.3
4.1
5.2
m3/hr
4 5
Hy Hydra draul ulic ic Exca Excavat vator or,, 0.3m 0.3m3 3b buck ucket et,, Hard Hard Gro Ground und Hy Hydra draul ulic ic Exca Excavat vator or,, 0.4 0.4m3 m3 buc bucke ket, t, Sand Sand/S /Soi oill
3.3 8.2
4.1 10.0
5.2 11.7
m3/hr m3/hr
6
Hy Hydra draul ulic ic Exca Excavat vator or,, 0.4m 0.4m3 3b buck ucket et,, Grav Gravel el B Beds eds
7.1
8.7
10.2
m3/hr
7
Hy Hydra draul ulic ic Exca Excavat vator or,, 0.4m 0.4m3 3b buck ucket et,, Clay Clay/C /Cha halk lk
6.5
8.3
9.4
m3/hr
8
Hy Hydra draul ulic ic Exca Excavat vator or,, 0.4m 0.4m3 3b buck ucket et,, Hard Hard Gro Ground und
6.3
7.7
9.1
m3/hr
Hy Hydra draul ulic ic Exca Excavat vator or,, 0.5 0.5m3 m3 buc bucke ket, t, Sand Sand/S /Soi oill
12.2
13.3
15.4
m3/hr
10
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.5m 0.5m3 3 bucke bucket, t, Gr Grav avel el Beds Beds
10.2
11.1
12.9
m3/hr
11
Hy Hydra draul ulic ic Ex Exca cavat vator or,, 0.5 0.5m3 m3 buck bucket et,, Clay/ Clay/Ch Chal alk k
9.7
10.5
12.1
m3/hr
12
Hy Hydra draul ulic ic E Exc xcav avato ator, r, 0.5m 0.5m3 3 bucke bucket, t, H Hard ard Gro Ground und
6.1
6.7
7.7
m3/hr
1
9
Foundations Foun dations and Excavation - Spread and Level Sr. No.
Task / Description
Slow
Ave
Fast
Units
20.4
25.0
m3/hr
1
Craw Crawler ler Shov Shovel, el, 0.8m 0.8m3 3 bucke bucket, t, S Sand and/Soi /Soil, l, p pushe ushed d 5-50m 5-50m to stoc stockpi kpile le
13.9
2
Craw Crawler ler Shov Shovel, el, 0.8m 0.8m3 3 bucke bucket, t, S Sand and/Soi /Soil, l, p pushe ushed d 50-120 50-120m m to stockpi stockpile le
7.6
9.5
12.6
m3/hr
3
Craw Crawler ler Shov Shovel, el, 0.8m 0.8m3 3 bucke bucket, t, Grave Gravel, l, pushed pushed 5-50m 5-50m to stock stockpil pile e
14.2
20.4
25.6
m3/hr
4
Craw Crawler ler Shov Shovel, el, 0.8m 0.8m3 3 bucke bucket, t, Grave Gravel, l, p pushe ushed d 50-120 50-120m m tto o stock stockpil pile e
7.6
10.2
12.8
m3/hr
5
Craw Crawler ler Shov Shovel, el, 0.8m 0.8m3 3 bucke bucket, t, C Clay lay/Ch /Chalk, alk, pus pushed hed 5-50 5-50m m tto o stock stockpil pile e
12.7
18.4
23.2
m3/hr
6
Craw Crawler ler Shov Shovel, el, 0.8m 0.8m3 3 bucket, bucket, Clay/C Clay/Chalk halk,, pushed pushed 50-1 50-120m 20m to s stock tockpil pile e
6.9
8.9
11.6
m3/hr
7
Craw Crawler ler Shov Shovel, el, 0.8m 0.8m3 3 bucket, bucket, Boulder Boulder Cla Clay, y, pushed pushed 5-50 5-50m m to stockpi stockpile le
11.6
16.9
21.3
m3/hr
8
Craw Crawler ler Shov Shovel, el, 0.8m 0.8m3 3 bucket, bucket, Boulder Boulder Cla Clay, y, pushed pushed 50-1 50-120m 20m to stock stockpile pile
6.3
8.2
10.4
m3/hr
9
Craw Crawler ler Shov Shovel, el, 1.2m 1.2m3 3 bucke bucket, t, S Sand and/Soi /Soil, l, p pushe ushed d 5-50m 5-50m to stoc stockpi kpile le
23.8
28.5
35.7
m3/hr
10
Crawler Crawler S Shove hovel, l, 1.2m3 1.2m3 buck bucket, et, Sand Sand/Soi /Soil, l, pu pushed shed 50-1 50-120m 20m to to stockp stockpile ile
16.7
18.5
20.4
m3/hr
11
Crawler Crawler Shov Shovel, el, 1.2m 1.2m3 3 bucket, bucket, Gravel, Gravel, pushed pushed 5-50m 5-50m to stockp stockpile ile
25.0
32.0
37.0
m3/hr
12
Crawler Crawler S Shove hovel, l, 1.2m3 1.2m3 buck bucket, et, Grave Gravel, l, pushe pushed d 50-1 50-120m 20m tto o stockp stockpile ile
17.2
19.3
21.2
m3/hr
13
Crawler Crawler S Shove hovel, l, 1.2m3 1.2m3 buck bucket, et, Clay Clay/Ch /Chalk, alk, pus pushed hed 5-50m 5-50m tto o stockpi stockpile le
21.7
27.5
33.3
m3/hr
14
Crawler Crawler S Shove hovel, l, 1. 1.2m3 2m3 bucke bucket, t, Clay/C Clay/Chalk halk,, pushed pushed 50-120 50-120m m to stockp stockpile ile
15.1
16.9
18.8
m3/hr
15
Crawler Crawler S Shove hovel, l, 1.2m3 1.2m3 buck bucket, et, Boul Boulder der Clay Clay,, pushed pushed 5-50m 5-50m to stock stockpil pile e
19.6
24.5
30.3
m3/hr
16
Crawler Crawler S Shove hovel, l, 1. 1.2m3 2m3 bucke bucket, t, Boulder Boulder Clay Clay,, pushed pushed 50-120m 50-120m to stockpi stockpile le
13.7
15.9
17.5
m3/hr
17
Crawler Crawler Shov Shovel, el, 0.6m 0.6m3 3 buck bucket, et, 50-200m 50-200m2, 2, Sand/S Sand/Soil oil
18.6
28.5
38.5
m3/hr
18
Crawler Crawler Shov Shovel, el, 0.6m 0.6m3 3 bucke bucket, t, o over ver 200m 200m2, 2, S Sand/ and/Soi Soill
24.4
37.2
50.0
m3/hr
19
Cr Crawl awler er Sh Shove ovel, l, 0 0.6m .6m3 3 buc bucke ket, t, 50 50-20 -200m 0m2, 2, Grav Gravel el
18.9
28.6
38.4
m3/hr
20
Cr Crawl awler er Sh Shove ovel, l, 0 0.6m .6m3 3 buc bucke ket, t, ov over er 200m 200m2, 2, Gr Grave avell
21
Cr Crawl awler er Sh Shove ovel, l, 0.6m 0.6m3 3 bucke bucket, t, 50 50-20 -200m 0m2, 2, Hard Hardcor core e
24.2 15.8
37.2 23.5
50.0 31.2
m3/hr m3/hr
22
Crawler Crawler Shov Shovel, el, 0.6m 0.6m3 3 buck bucket, et, ove overr 200m 200m2, 2, Har Hardcor dcore e
19.2
29.6
40.0
m3/hr
23
Crawler Crawler Shov Shovel, el, 0.6m 0.6m3 3 bucke bucket, t, 5 50-20 0-200m2 0m2,, B Bould oulder er C Clay lay
17.2
26.4
35.7
m3/hr
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Typical Productivity Rates (Example) 24
Crawler Crawler Shov Shovel, el, 0.6m 0.6m3 3 bucke bucket, t, o over ver 200m 200m2, 2, B Bould oulder er C Clay lay
22.2
33.8
45.4
m3/hr
25
Crawler Crawler Shov Shovel, el, 1.2m 1.2m3 3 buck bucket, et, 50-200m 50-200m2, 2, Sand/S Sand/Soil oil
43.5
48.0
52.6
m3/hr
26
Crawler Crawler Shov Shovel, el, 1.2m 1.2m3 3 bucke bucket, t, o over ver 200m 200m2, 2, S Sand/ and/Soi Soill
55.5
61.1
66.7
m3/hr
27
Cr Crawl awler er Sh Shove ovel, l, 1 1.2m .2m3 3 buc bucke ket, t, 50 50-20 -200m 0m2, 2, Grav Gravel el
43.8
48.3
52.9
m3/hr
28
Cr Crawl awler er Sh Shove ovel, l, 1 1.2m .2m3 3 buc bucke ket, t, ov over er 200m 200m2, 2, Gr Grave avell
55.5
61.1
66.7
m3/hr
29
Cr Crawl awler er Sh Shove ovel, l, 1.2m 1.2m3 3 bucke bucket, t, 50 50-20 -200m 0m2, 2, Hard Hardcor core e
37.1
40.3
43.5
m3/hr
30
Crawler Crawler Shov Shovel, el, 1.2m 1.2m3 3 buck bucket, et, ove overr 200m 200m2, 2, Har Hardcor dcore e
47.6
51.6
55.6
m3/hr
31
Crawler Crawler Shov Shovel, el, 1.2m 1.2m3 3 bucke bucket, t, 5 50-20 0-200m2 0m2,, B Bould oulder er C Clay lay
43.8
45.7
47.6
m3/hr
32
Crawler Crawler Shov Shovel, el, 1.2m 1.2m3 3 bucke bucket, t, o over ver 200m 200m2, 2, B Bould oulder er C Clay lay
55.6
59.1
62.5
m3/hr
Slow
Ave
Fast
Units
0.5
0.1
hrs/no
Architectural Builders Work and Finishes Finishes - Carpentry Carcassing Sr. No. Task / Description 1
Wind Window ows, s, T Tim imbe berr Fram Frames es ffor or Bri Brick ckla layi ying ng
1.1
2
Wind Window ows, s, Dril Drill, l, Scre Screw w&P Plu lug g extr extra ao ove ver r
0.3
0.1
-
hrs/no
3
Door Door Fr Fram ames es,, Soft Softwo wood od,, 1.01.0-3. 3.0m 0m2 2
-
0.2
-
hrs/no
4
Door Door Fr Fram ames es,, Soft Softwo wood od,, 3.03.0-7. 7.0m 0m2 2
0.5
0.4
-
hrs/no
5
Door Door Fr Fram ames es,, S Sof oftw twoo ood, d, 7.07.0-10 10.0 .0m2 m2
1.2
0.8
-
hrs/no
6
Door Door Fr Fram ames es,, Ha Hard rdwo wood od,, 1. 1.00-3. 3.0m 0m2 2
-
0.3
-
hrs/no
7
Door Door Fr Fram ames es,, Ha Hard rdwo wood od,, 3. 3.00-7. 7.0m 0m2 2
0.6
0.3
-
hrs/no
8
Door Door Fr Fram ames es,, H Har ardw dwoo ood, d, 7. 7.00-10 10.0 .0m2 m2
1.4
1.0
-
hrs/no
9
Erect W Wa ater T Ta an nk kP Pllatfor m
-
2.3
-
no/hr
10
Fix St St ud uddin g Fo r Bath
-
0.1
-
hrs/m
11
Cut Access Hatch
-
0.3
-
no/hr
12
Fl Floo oorr Jo Jois ists ts,, un unde derr 3m
9.0
9.6
11.6
no/hr
13
Fl Floo oorr J Joi oist sts, s, 3.03.0-4. 4.5m 5m
6.8
7.2
9.7
no/hr
14 15
Fl Floo oorr J Joi oist sts, s, 4.54.5-6. 6.0m 0m Ce Ceil ilin ing gJ Joi oist sts, s, unde underr 3m 3m
5.5 12.8
5.8 14.0
7.3 14.7
no/hr no/hr
16
Ce Ceil ilin ing g Joi Joist sts, s, 3.03.0-4. 4.5m 5m
10.8
12.1
12.6
no/hr
17
Ce Ceil ilin ing g Joi Joist sts, s, 4.54.5-6. 6.0m 0m
9.6
10.8
11.1
no/hr
18
Ceil Ceilin ing gJ Joi oist sts, s, Notc Notch h tto oB Bea eams ms
20.0
25.0
28.5
no/hr
19
Ceil Ceilin ing gJ Joi oist sts, s, Pack Pack Jo Jois istt E End nds s
20.1
23.8
26.3
no/hr
23.0
-
m/hr
20
Ce Ceil ilin ing g Jo Jois ists ts,, Nai Naili ling ng J Joi oist sts s Toge Togeth ther er
-
21
Ce Ceil ilin ing g Jo Jois ists ts,, Bol Bolti ting ng J Joi oist sts s Toge Togeth ther er
-
12.6
-
m/hr
22
Floo Floorr Boar Boards ds,, Butt Butt Join Jointe ted d
-
1.7
-
m2/hr
23
Floor Floor Boar Boards ds,, T&G T&G Board Boards, s, u und nder er 75m 75mm m wid wide e
-
3.4
-
m2/hr
24
Floor Floor Boar Boards ds,, T&G T&G Board Boards, s, 7 755-100 100mm mm wi wide de
-
3.8
-
m2/hr
25
Floor Floor Boar Boards ds,, T&G T&G Board Boards, s, 1 100 00-12 -125m 5mm mw wide ide
-
4.2
-
m2/hr
26
Floor Floor Boar Boards ds,, T&G T&G Board Boards, s, 1 125 25-15 -150m 0mm mw wide ide
-
5.5
-
m2/hr
27
Pl Plyw ywoo ood dS Shee heeti ting, ng, Butt Butt Join Jointe ted, d, nai naile led d
-
9.1
10.2
m2/hr
28
Pl Plyw ywoo ood dS Shee heeti ting, ng, Butt Butt J Joi oint nted, ed, screw screwed ed
-
4.1
4.8
m2/hr
29
Pl Plyw ywoo ood dS Shee heeti ting, ng, T&G T&G J Joi oint nted, ed, naile nailed d
-
8.3
9.1
m2/hr
30
Pl Plyw ywoo ood dS Shee heeti ting, ng, T&G T&G Jo Join inted ted,, s scre crewe wed d
-
4.0
4.6
m2/hr
31
Ch Chip ipboa board rd S She heeti eting ng,, B Butt utt Join Jointed ted,, na nail iled ed
-
10.0
11.5
m2/hr
32
Ch Chip ipboa board rd S She heeti eting ng,, Butt Butt J Joi ointe nted, d, scr screw ewed ed
-
5.1
5.8
m2/hr
33
Ch Chip ipboa board rd S She heeti eting ng,, T&G T&G Joint Jointed ed,, nail nailed ed
-
9.3
9.1
m2/hr
34
Ch Chip ipboa board rd S She heeti eting ng,, T&G T&G Joint Jointed ed,, sc scre rewe wed d
-
5.5
5.9
m2/hr
Slow
Ave
Fast
Units
Architectural Architectu ral Builders Work and and Finishes Finishes - Carpentry Final Fix Fixing ing Sr. No.
Task / Description
1
Wind Window ows, s, So Soft ftwo wood od,, 3 3.0 .0-7 -7.0 .0m m2
0.6
0.4
0.3
hrs/no
2
Wind Window ows, s, So Soft ftwo wood od,, 7.07.0-10 10.0 .0m2 m2
1.3
0.9
0.6
hrs/no
3
Wind Window ows, s, Ha Hard rdwo wood od,, 1 1.0 .0-3 -3.0 .0m m2
0.4
0.3
-
hrs/no
4
Wind Window ows, s, Ha Hard rdwo wood od,, 3 3.0 .0-7 -7.0 .0m m2
0.7
0.5
0.4
hrs/no
5
Wind Window ows, s, Ha Hard rdwo wood od,, 7 7.0 .0-1 -10. 0.0m 0m2 2
1.6
1.2
0.7
hrs/no
6
Wind Window ows, s, Al Alum umin inum um,, 1 1.0 .0-3 -3.0 .0m m2
0.2
0.3
-
hrs/no
7
Wind Window ows, s, Al Alum umin inum um,, 3 3.0 .0-7 -7.0 .0m m2
0.5
0.4
0.3
hrs/no
8
Wind Window ows, s, Alu Alum minum inum,, 7.07.0-10 10.0 .0m2 m2
9
Wind Window ows, s, St Stee eel, l, 1.01.0-3. 3.0m 0m2 2
1.2 0.4
0.8 0.3
0.5 0.2
hrs/no hrs/no
10
Wind Window ows, s, St Stee eel, l, 3.03.0-7. 7.0m 0m2 2
1.2
0.6
0.5
hrs/no
11
Wind Window ows, s, Stee Steel, l, 7.07.0-10 10.0 .0m2 m2
1.4
1.2
1.0
hrs/no
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Typical Productivity Rates (Example) 12
Wind Window ow Boa oard rds, s, na naiiled led
-
0.3
0.2
hrs/m
13
Wind Window ow Boa oard rds, s, sc scre rewe wed d
-
0.4
0.3
hrs/m
14
Moul Mouldi ding ngs, s, Soft Softwo wood od,, N Nai aile led d
-
6.3
8.5
m/hr
15
Moul Mouldi ding ngs, s, Soft Softwo wood od,, S Scr crew ewed ed
-
4.6
5.6
m/hr
16
Moul Mouldi ding ngs, s, Soft Softwo wood od,, Gu Gun nN Nai aile led d
-
8.2
11.1
m/hr
17
Moul Mouldi ding ngs, s, Hard Hardwo wood od,, N Nai aile led d
-
3.3
5.5
m/hr
18
Moul Mouldi ding ngs, s, Hard Hardwo wood od,, S Scr crew ewed ed
-
2.4
3.7
m/hr
19
Moul Mouldi ding ngs, s, Hard Hardwo wood od,, G Gun un Nai Naile led d
-
8.5
11.3
m/hr
20
Skir Skirti ting, ng, A Alu lumi minum num,, Scr Screwe ewed d 150-30 150-300m 0mm m cen centr tres es
-
7.6
-
m/hr
21
Skir Skirti ting, ng, A Alu lumi minum num,, Scr Screwe ewed d 300-45 300-450m 0mm m cen centr tres es
-
4.5
-
m/hr
22 23
Skir Skirti ting, ng, Pl Plas asti tic, c, Adhes Adhesiv ive eF Fix ixin ing g Ar Arch chit itra rave ve Mou oullding dings s
9.5
8.6 12.2
18.2
m/hr m/hr
24
Ar Arch chit itra rave ve,, Fix Fix to Do Door ors s
-
1.2
-
hrs/door
16.9
25.0
m/hr
25
Doo r Stop M Mo ou ld ld in ings
10.1
26
Glaz Glazed ed Be Bead ad Mou ould ldin ings gs
15.5
18.6
20.4
m/hr
27
Ha Hangi nging ng D Door oors, s, Soft Softwo wood, od, Si Sing ngle le Pai Pairr Butt Butts s
1.3
0.9
0.6
hrs/no
28
Ha Hangi nging ng D Door oors, s, Har Hardw dwood ood,, Singl Single e Pair Pair B Butt utts s
1.9
1.2
0.9
hrs/no
29
Cu Cutt Mort Mortic ice e tto o Rec Recei eive ve Lock Lock,, S Soft oftwo wood od
-
0.2
-
hrs/no
30
Cu Cutt Mort Mortic ice e tto o Rec Recei eive ve Lock Lock,, H Hard ardwo wood od
-
0.6
-
hrs/no
31
Cut Cut & Fix Fix For Formi mica ca Bath Bath Pane Panell
-
0.4
-
hrs/no
32
Kitc Kitche hen nC Cup upbo boar ards ds,, Flo Floor or Un Unit its s
-
0.8
0.6
hrs/ no
33
Kitc Kitche hen n Cup Cupbo boar ards ds,, Wal Walll U Uni nits ts
-
0.7
0.5
hrs/ no
34
Kitc Kitche hen nC Cup upbo boar ards ds,, S She helf lf Un Unit its s
-
0.8
0.7
hrs/ no
35
Stai Stairca rcase se,, pre pre-m -made ade,, si simp mple le,, st strai raigh ghtt fli fligh ghtt
1.9
1.5
1.1
hrs/no
36
Stairca Staircase, se, pre-mad pre-made, e, 2 stra straight ight fli flights ghts,, 1 landing landing
3.7
2.9
2.6
hrs/no
37 38
Stairca Staircase, se, pre-mad pre-made, e, 2 stra straight ight fli flights ghts,, 2 landings landings Stairca Staircase, se, Balustr Balustrades ades/Ha /Handra ndrails ils,, fix horizon horizontal tal
1.2
6.3 0.6
0.1
hrs/no hrs/no
39
Stai Stairca rcase se,, Bal Balust ustra rades des/H /Hand andrai rails ls,, fix rak raking ing
0.9
0.5
0.3
hrs/no
40
Stai Stairca rcase se,, Cut Cut an and dF Fix ix Newel Newel to Walls Walls
0.9
-
0.2
hrs/no
41
Wind Window ows, s, Soft Softwo wood od,, 1.0 1.0-3 -3.0 .0m2 m2
0.3
0.2
-
hrs/no
42
Rais Raised ed Floo Floori ring ng,, met metal al sy syst stem em
-
0.5
-
m2/hr
Slow
Ave
Fast
Units
Architectural Archite ctural Builders Builders Work and Finishes Finishes - Ceiling Fin Finishes ishes Sr. No.
Task / Description
1
Susp Suspen ende ded d Ce Ceil ilin ings gs,, offi office ce sit situa uati tion ons s
-
2.6
3.5
m2/hr
2
Su Susp spen ende ded dC Cei eili ling ngs, s, Fir irst st Fix
-
0.7
-
m2/hr
3
Su Susp spen ende ded d Cei Ceili ling ngs, s, Sec econ ond dF Fix ix
-
1.2
-
m2/hr
Slow
Ave
Fast
Units
9.5
-
m/hr
Architectural Architectu ral Builders Work and and Finishes Finishes - Doors and and Windows Windows Sr. No.
Task / Description
1
Ma s sttic P Po ointing tto oF Frra m me es
-
2
Fix Fix Metal Metal an and d Ti Timb mber er Wind Window ows s Afte Afterr Wall Wall C Com ompl plet ete e
-
2.0
-
m2/hr
3
Window Glazing
-
1.3
-
m2/hr
4
Wind Window ow Glaz Glazin ing, g, Sing Single le Glaz Glazed ed Un Unit its s
-
2.0
-
m2/hr
5
Wind Window ow Glaz Glazin ing, g, Doub Double le Gl Glaz azed ed Un Unit its s
-
1.3
-
m2/hr
Slow
Ave
Fast
Units
Architectural Archite ctural Builders Builders Work and Finishes Finishes - Fire Pr Protection otection Sr. No.
Task / Description
1
Sp Spra ray yP Pro rote tect ctio ion n tto oS Ste teel elwo work rk
-
5.0
-
m2/hr
2
Sp Spra ray yP Pro rote tect ctio ion n tto oS Ste teel elwo work rk
-
1.2
-
Tonnes/hr
3
Sheet Protection
2.9
3.7
4.2
m2/hr
Slow
Ave
Fast
Units
Architectural Archite ctural Builders Builders Work and Finishes Finishes - Floor F Finishes inishes Sr. No.
Task / Description
1
Gr an anolith ic ic Floo rriing
-
3.1
-
m2/hr
2
Te Terr rraz azzo zo Floo Floori ring ng,, in-s in-sit itu u
-
3.6
-
m2/hr
3
Te Terr rraz azzo zo Floo Floori ring ng,, pre pre-c -cas astt
4
Mosai osaic c Ti Tiling ling,, 0.0 0.045 45x0 x0.0 .045 45m m
-
4.6 1.5
5.1 2.2
m2/hr m2/hr
5
Cl Clay ay,, qua quarry rry Tile Tiles, s, sm small all areas areas,, m muc uch h cutt cuttin ing g
-
0.8
1.1
m2/hr
Cl Clay ay,, quarr quarry yT Til iles, es, large large areas areas,, li litt ttle le cutti cutting ng
-
2.2
2.8
m2/hr
6
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Typical Productivity Rates (Example) Raised Floor System
-
2.6
-
m2/hr
8
Lino Linoli lium um/T /The herm rmoo-Pl Plas asti tic c Flo Floor orin ing g
-
3.1
5.0
m2/hr
9
Th Ther ermo mo-P -Pla last stiic Flo Floor or Tile Tiles s
-
3.3
5.6
m2/hr
10
Wood Wood Bloc Block kF Flo loor orin ing, g, la lay yb blo lock cks s
-
1.5
2.1
m2/hr
11
Wo Wood od Bl Bloc ock k Floo Floori ring, ng, sand sand and pol polis ish h
-
3.1
-
m2/hr
12
Carp Carpet etin ing, g, Unde Underl rlay ay & G Gri ripp pper er
-
5.6
6.1
m2/hr
13
Carp Carpet etin ing, g, Adhe Adhesi sive ve Fi Fixi xing ng
-
3.5
4.2
m2/hr
14
Ca Carp rpet etin ing, g, Fu Full lly y Fit Fitte ted d
-
2.0
2.8
m2/hr
15
Ha Hardb rdboar oard d Sh Shee eeti ting ng C Cov overi ering ngs, s, s sma mall ll a area reas s
-
3.7
4.1
m2/hr
16
Ha Hardb rdboar oard d Sh Shee eeti ting ng C Cov overi ering ngs, s, llarg arge e areas areas
-
6.6
7.2
m2/hr
17
Floo Floorr Shee Sheeti ting ng C Cov over erin ings gs,, La Lay y Li Lino no
-
9.5
10.5
m2/hr
Slow
Ave
Fast
Units
15.0
17.5
m2/day
7
Architectural Architectu ral Builders Work and and Finishes Finishes - Metal Wall Panels Sr. No.
Task / Description
1
Sub-F Sub-Fram rame e Inst Instal allat latio ion, n, 1.5 1.5x0 x0.5m .5m panel panels s
12.2
2
VE P Pan anel el Ins Insta tall llat atio ion, n, 1 1.5 .5x0 x0.5 .5m m pan panel els s
1.0
1.4
1.9
m2/day
Slow
Ave
Fast
Units
-
0.2
-
no/hr
Architectural Archite ctural Builders Builders Work and Finishes Finishes - Metalwork Sr. No.
Task / Description
1
Inst Instal alll M Met etal al Do Door or an and dF Fra ram me
2
Inst Instal alll Bal Balus ustr trad ade e & Ra Rail ilin ings gs
-
1.5
-
m/hr
Inst Instal alll R Rai aili ling ngs s tto o Sta Stair irca case ses s
-
0.8
-
no/day
Slow
Ave
Fast
Units
3
Architectural Arc hitectural Builders Work and Finishes - Painting Sr. No.
Task / Description
1 2
Prepare Walls Prepare Doors
-
14.2 12.5
-
m2/hr m2/hr
3
Prepare Door Frames
-
25.0
-
m/hr
4
Bu Burn rn Off Off / He Heat at Strip trip Pa Pain intw twor ork k
-
1.1
-
m2/hr
5
Int Inter ernal nal Timb Timber, er, 1 co coat at p prim rimer er bef before ore fix fixin ing, g, gen genera erall lly y
-
6.7
-
m2/hr
6
Inte Internal rnal Tim Timber, ber, 1 c coat oat prim primer er befor before e fi fixin xing, g, tim timber ber lengths lengths
-
20.0
-
m/hr
7
Int Inter ernal nal Tim Timbe ber, r, kn knot, ot, 1 p pri rime mer, r, stop, stop, 1 u und nderc ercoat oat,, 1 glo gloss ss
-
1.7
2.1
m2/hr
8
Int Inter ernal nal Tim Timbe ber, r, to touch uchup up prim primer, er, 1 unde underc rcoat oat,, 1 coa coatt gloss gloss
-
3.1
3.8
m2/hr
9
Int Inter ernal nal Timb Timber, er, po poly lyure uretha thane ne var varni nish, sh, 2 coat coats s
-
3.3
-
m2/hr
10
Inter Internal nal T Tim imbe ber, r, po poly lyure uretha thane ne va varni rnish, sh, 3 coa coats ts
-
2.2
-
m2/hr
11
Inter Internal nal T Tim imbe ber, r, li lins nsee eed d oil tto o hardw hardwoo ood, d, 2 coat coats s
-
3.6
-
m2/hr
12
Exte Externa rnall T Tim imber ber,, w win indow dows sa and nd fr fram ames es
-
2.4
-
m2/hr
13
Externa Externall Timbe Timber, r, k knot, not, 1 primer primer,, 2 un underc dercoats oats,, 1 co coat at gl gloss oss,,
-
1.5
-
m2/hr
14
Externa Externall Timbe Timber, r, ttouch ouchup up prime primer, r, 2 under undercoa coats, ts, 1 coat gloss, gloss,
-
2.0
-
m2/hr
15
Exte Externa rnall Ti Timb mber, er, 2 coat coats s wood wood p pre reser serva vati tive ve
-
4.0
-
m2/hr
16
Exte Externa rnall Timb Timber, er, 3 coat coats s poly polyure ureth thane ane var varni nish sh
-
2.0
-
m2/hr
17
Inter Internal nal Wa Wall lls, s, 2 coa coats ts emu emuls lsio ion n to pla plast ster er
-
8.0
-
m2/hr
18
Internal Internal Wal Walls, ls, 2 coats coats emulsi emulsion on to to br brick ick/bl /blockw ockwork ork
-
6.0
-
m2/hr
19
Internal Internal Wal Walls, ls, 1 mist mist,, 2 coats coats emul emulsion sion to plas plaster ter
-
6.0
-
m2/hr
20
Internal Internal Wal Walls, ls, 1 mist, mist, 2 coa coats ts em emuls ulsion ion to to bri brick/ ck/bloc blockwo kwork rk
-
4.5
-
m2/hr
21
Internal Internal Wal Walls, ls, 1 prime primer, r, 1 underco undercoat, at, 1 gl gloss oss to plas plaster ter
-
2.3
-
m2/hr
22
Inter Internal nal Wa Wall lls, s, underc undercoa oatt tto o door door fra frame me
-
20.0
-
m/hr
23
Inte Intern rnal al W Wal alls ls,, gl glos oss s to door door ffra rame me
-
16.5
-
m/hr
24
Inte Intern rnal al Wall Walls, s, unde underc rcoa oatt to door door
-
7.1
-
m2/hr
25
Inte Intern rnal al Wall Walls, s, glos gloss s tto o doo door r
-
6.2
-
m2/hr
26
Exte Externa rnall Wal Walls ls,, 2 coats coats sandt sandtex ex to rend render/ er/co conc ncret rete e
-
2.5
-
m2/hr
27
Externa Externall W Wall alls, s, 2 c coats oats sandtex sandtex to bri brick/b ck/bloc lockwo kwork rk
-
2.0
-
m2/hr
28
Externa Externall Walls Walls,, 1 s seal ealer, er, 2 emulsi emulsion on to to re render nder/co /concre ncrete te
-
2.0
-
m2/hr
29
Externa Externall Walls Walls,, 1 s seal ealer, er, 2 emulsi emulsion on to to br brick ick/blo /blockw ckwork ork
-
1.7
-
m2/hr
30
Flo o orrs, e ep po x xy y pa paint
-
2.9
-
m2/hr
31
Ceil Ceilin ings gs,, em emul ulsi sion on p pai aint nt,, 2 coat coats s
-
6.1
-
m2/hr
32
Ceil Ceilin ings gs,, em emul ulsi sion on p pai aint nt,, 3 coat coats s
-
5.0
-
m2/hr
33
Ce Ceil ilin ings gs,, tex textu ture red dp pai aint nt
-
4.2
-
m2/hr
34
Ce Ceil ilin ings gs,, a art rtex ex fini finish sh
-
4.1
-
m2/hr
35
Inter Internal nal S Ste teel elwo work, rk, 1 p pri rime mer, r, 1 under underco coat, at, 1 glo gloss ss
1.3
2.4
-
m2/hr
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Typical Productivity Rates (Example) 36
Externa Externall Steel Steelwor work, k, 1 pr prime imer, r, 2 undercoa undercoats, ts, 1 gloss gloss
37
Gutteri Guttering ng S Stee teelwor lwork, k, 1 coat coat prime primer, r, 2 undercoa undercoats, ts, 1 gl gloss oss
0.9
1.7
-
m2/hr
-
2.5
-
m/hr
Slow
Ave
Fast
Units
Architectural Arc hitectural Builders Work and Finishes - Partitioning Sr. No.
Task / Description
1
Timber S Sttudding
5.9
6.2
6.8
m/hr
2
Meta Metalw lwor ork k Syst System em (MF) (MF) Stud Studdi ding ng
1.6
2.0
2.5
m2/hr
3
Ta Tape pe,, Jo Join intt Sand Sand and and T Top op Coa Coatt Plas Plaste terb rboa oard rd
1.1
1.5
2.1
m2/hr
4
Sk Skim imm ming ing to Plast laster erbo boar ards ds
5.5
6.1
6.7
m2/hr
-
3.2
3.6
m2/hr
0.8 0.3
1.1 0.5
1.4 0.6
m2/hr m2/hr
-
17.8
20.2
m2/hr
2.6
3.0
3.4
m2/hr
5
5m 5mm m Hard Hardboa board rd P Pane aneli ling, ng, ex excl cludi uding ng stud studdi ding ng tim time e
6 7
100mm 100mm Pi Pine ne Panel Panelin ing, g, exc exclu ludi ding ng st studd uddin ing g ttim ime e Quali Quality ty H Har ardwo dwood od Pane Paneli ling, ng, excl excludi uding ng s stud tuddi ding ng tim time e
8
Fix Fix 50 50mm mm Rock Rocksi sill Insu Insula lati tion on tto o ca cavi viti ties es
9
Fix Fix Tim Timber ber Studd Studdin ing ga and nd Para Paramo mount unt Part Partit ition ions s Fix Fix Ti Timb mber er S Stud tuddi ding ng an and d Dem Demoun ountab table le P Part artit itio ions ns
0.8
1.1
1.6
m2/hr
11
Fix Timber Timber Stud Studdin ding g and and Hi Hills lls Dur Duraboa aboard rd P Part artiti itions ons
3.0
3.5
3.9
m2/hr
12
Fix Timber Timber Stud Studdin ding g and and Gy Gyproc proc Lamina Laminated ted Part Partiti itions ons
2.2
2.6
2.9
m2/hr
13
Stud Stud Part Partit itio ions, ns, Butt Butt Joi Joint nted, ed, na nail iled ed
5.9
7.3
9.1
m/hr
14
Stud Stud Part Partit itio ions, ns, Butt Butt Joi Joint nted, ed, sc screw rewed ed
3.5
4.6
5.8
m/hr
15
Stud Stud Part Partit itio ions, ns, T&G T&G J Joi oint nted, ed, nai nailed led
2.9
3.6
4.8
m/hr
16
Stud Stud Part Partit itio ions, ns, T&G T&G J Joi oint nted, ed, sc screw rewed ed
2.1
2.8
3.7
m/hr
17
Stud Stud Par Parti titi tion ons, s, Fix Fix S Sol ole e Pl Plat ates es
-
11.1
-
m/hr
18
Stud Stud Part Partit itio ions ns,, Fix Fix Nogg Noggin ins s
-
16.6
-
m/hr
19
Stud Stud Part Partit itio ions, ns, Dril Drilll 25-4 25-40m 0mm mH Hole oles s
-
28.5
-
no/hr
20
Fix Fix To Toil ilet et Part Partit itio ion n Sys Syste tem, m, Sepa Separat ratio ion n pan panel els s
-
0.8
-
hrs/no
21 22
Fix Fix To Toil ilet et Part Partit itio ion n Sys Syste tem, m, Wal Walll Fr Fron ontt Panel Panels s Fix Toilet Toilet Par Partit tition ion System System,, S Separ eparati ation on F Front ront Panels Panels
-
0.7 0.6
-
hrs/no hrs/no
23
Fix Fix To Toil ilet et Part Partit itio ion n Sy Syst stem em,, End End Front Front Pane Panels ls
-
0.6
-
hrs/no
24
Fix Fix To Toil ilet et Part Partit itio ion n Sy Syst stem em,, Hang Hang Doo Doorr to P Pane anell
-
0.4
-
hrs/no
25
Fix Toilet Toilet Par Partit tition ion System System,, Ha Hand nd Door Door plugged plugged to w wall all
-
0.6
-
hrs/no
26
Fix Fix To Toil ilet et Part Partit itio ion n Sy Syst stem em,, Fi Fix x Head Head R Rai ails ls
-
0.1
-
hrs/no
Slow
Ave
Fast
Units
10
Architectural Archite ctural Builders Builders Work and Finishes Finishes - Plasterboard Sr. No.
Task / Description Boar di ding to to Pl Plaste r da b bs s
3.6
4.0
5.5
m2/hr
2
Boar Boardi ding ng to Stud Stud-w -wor ork/ k/Me Meta tall L Lat athe hes s
4.0
5.0
6.7
m2/hr
3
Boar Boardi ding ng 12mm 12mm nail nailed ed to st stud uddi ding ng
-
12.5
-
m2/hr
4
Boar Boardi ding ng 19mm 19mm nail nailed ed to st stud uddi ding ng
-
16.5
-
m2/hr
5
Ta Tape pe,, Jo Join inti ting ng and and Sa Sand ndiing
-
0.1
-
hrs/m
Slow
Ave
Fast
Units
25.0
-
m2/day
1
Architectural Architectu ral Builders Work and and Finishes Finishes - Restoration Works Sr. No.
Task / Description
1
Fa Faça çade de Cl Clea eani ning ng,, W Wat ater er Je Jett ttin ing g
-
2
Fa Faça çade de Cl Clea eani ning ng,, Aci Acid dE Etc tchi hing ng
-
9.0
-
m2/day
3
Fa Faça çade de Cl Clea eani ning ng,, G Gri ritt B Bla last stin ing g
-
12.0
-
m2/day
4
Clad Claddi ding ng Rest Restor orat atio ion, n, Bric Brickw kwor ork k
-
6.5
-
m2/day
5
Cl Clad addin ding g Resto Restorat ratio ion, n, Stone Stonewo work rk cours courses es
-
20.0
-
m/day
Slow
Ave
Fast
Units
Architectural Archite ctural Builders Builders Work and Finishes Finishes - Stonework Sr. No.
Task / Description
1
Fix Fix 0. 0.5m 5m2 2 Sto Stone nes s tto oM Met etal al Sup Suppo port rt Fram Frame e
5.6
7.0
7.8
m2/day
2
Fix Fix 0.5 0.5-0. -0.75m 75m2 2S Ston tones es to Meta Metall S Sup uppor portt F Fram rame e
7.2
9.0
10.1
m2/day
3
Fix Fix 0.7 0.75-1 5-1.0m .0m2 2S Ston tones es to Meta Metall S Sup uppor portt F Fram rame e
6.9
8.7
9.7
m2/day
4
Fix Fix Com Compl plex ex Ston Stonew ework ork to Meta Metall S Sup uppor portt F Fram rame e
-
1.8
-
m2/day
5
Fix C Cu urved S Sttone C Clladdin g
6
Fix Fix S Sto tone ne Edge Edge Beam Beams/ s/Wi Wind ndow ow Reve Reveal als s
7
Fix Stone Soffits
8
Stone Floors
9 10
6.9
8.0
9.2
m2/day
-
2.3
3.2
m2/day
-
4.0
-
m2/day
6.9
10.4
12.2
m2/day
Gran Granit ite eW Wal alll Pan Panel els, s, Fi Firs rstt Fix Fix
-
1.3
-
m2/hr
Gran Granit ite eW Wal alll Pan Panel els, s, Seco Second nd Fi Fix x
-
1.1
-
m2/hr
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Typical Productivity Rates (Example)
Architectural Archite ctural Builders Builders Work and Finishes Finishes - Wall Finis Finishes hes Sr. No.
Task / Description
Slow
Ave
Fast
Units
1.1
1.5
no/hr
1
Mosai osaic c Til Tilin ing, g, 0.04 0.045x 5x0. 0.04 045m 5m
-
2
Cl Clay ay,, quarr quarry y Ti Tile les, s, Win Window dow Ci Cill lls, s, s set etout out and le leve vell
-
55.5
-
m/hr
3
Cl Clay ay,, quarr quarry y Ti Tile les, s, Win Window dow Ci Cill lls, s, ffix ix,, gr grou outt and and cl clean ean
-
1.5
-
m2/hr
4
Ce Ceram ramic ic Tile Tiles s 150x1 150x150m 50mm, m, Le Ledge dges/ s/Ups Upsta tands nds
20.4
27.1
32.0
no/hr
5
Ce Ceram ramic ic T Til iles es 1 150x 50x150 150mm mm,, Area Areas s under under 1.5 1.5m2 m2 per per rroom oom
0.9
1.0
1.2
m2/hr
6
Ce Ceram ramic ic Til Tiles es 1 150x 50x150 150mm mm,, Ar Area eas s of 1.5 1.5-2. -2.5m 5m2 2 per per ro room om
1.4
1.6
1.9
m2/hr
7
Ce Ceram ramic ic T Til iles es 1 150x 50x150 150mm mm,, Area Areas s over over 2.5 2.5m2 m2 per per roo room m
1.5
1.7
2.1
m2/hr
8 9
Ce Ceram ramic ic Tile Tiles s 150x 150x150 150mm mm,, E Ext xtra ra Ove Overr fo forr C Cutt uttin ing g Ce Ceram ramic ic Tile Tiles s 108x1 108x108m 08mm, m, Le Ledge dges/ s/Ups Upsta tands nds
-
41.6 62.5
-
no/hr no/hr
10
Ceramic Ceramic Tiles Tiles 108x 108x108m 108mm, m, Areas Areas under under 1.5m 1.5m2 2 per per room room
1.0
1.3
1.5
m2/hr
11
Ceramic Ceramic Tiles Tiles 108x 108x108m 108mm, m, Areas Areas of of 1. 1.5-2. 5-2.5m2 5m2 per room
1.6
1.8
2.1
m2/hr
12
Ce Ceram ramic ic T Til iles es 108x 108x108 108mm mm,, Ar Area eas s over over 2.5m2 2.5m2 per per room room
1.7
1.9
2.2
m2/hr
13
Ce Ceram ramic ic T Til iles es 108x 108x108 108mm mm,, Ex Extr tra a Over Over for C Cutt uttin ing g
14
Cera Cerami mic c Til Tiles es,, Gro Grout utin ing g Wor Works ks
-
125.0
-
no/hr
2.2
2.5
2.6
m2/hr
Slow
Ave
Fast
Units
Architectural Archite ctural Builders Builders Work and Finishes Finishes - Wallpapering Sr. No.
Task / Description
1
Stri Strip p Ex Exis isti ting ng W Wal allp lpape aperr (3 la layer yers) s) & Prep Prepare are Wa Wall lls s
-
5.0
-
m2/hr
2
Fi Fix x Wal Wallp lpap aper er an and d llin inin ing gp pap aper er
-
5.0
-
m2/hr
3
Fi Fix x Vin Vinyl yl an and dW Was asha habl ble e pap paper er
-
4.2
-
m2/hr
Fix Ce Ceiling Li Lin in ing P Pa ap er er
-
4.0
-
m2/hr
Slow
Ave
Fast
Units
4
Concrete Works - Concrete Finishing Sr. No.
Task / Description
1
Surf Surfac ace e Fin Finis ishi hing ng,, S Ste teel el Fl Floa oatt B By yH Han and d
9.2
13.9
25.0
m2/hr
2
Surf Surfac ace eF Fin inis ishi hing ng,, W Woo ood dF Flo loat at By Hand Hand
11.7
17.2
29.4
m2/hr
3
Su Surf rfac ace e Fin Finis ishi hing ng,, P Pow ower er Flo loat at
13.9
20.8
37.0
m2/hr
4
Surf Surfac ace e Fi Fini nish shin ing, g, L Lig ight ht B Bru rush sh o on n Tr Trow owel el
55.8
90.1
170.0
m2/hr
5
Surfa Surface ce Fini Finish shin ing, g, Brus Brush ho on n Trow Trowel el Ma Margi rgin n
28.8
48.5
85.0
m2/hr
6
Surfa Surface ce Fin Finis ishi hing, ng, Spray Sprayed ed B By y Pu Pump mp,, ex expos pose e aggre aggregat gate e
65.0
95.0
145.0
m2/hr
7
Surfa Surface ce Fini Finish shin ing, g, W Wir ire eB Brus rush, h, expos expose e aggre aggregat gate e
15.0
25.0
30.0
m2/hr
8
Maki Making ng G Goo ood d Wa Wall lls, s, pre prepa pare re,, sh shut utte ter, r, p pou our r
-
5.5
8.6
m2/hr
9
Maki Making ng Goo Good d Colu Column mns, s, prepa prepare, re, shu shutt tter, er, pour pour
-
2.8
6.9
m2/hr
10
Maki Making ng Go Good od S Sid ides es of B Beam eams, s, pr prepa epare, re, s shu hutte tter, r, pour pour
-
2.8
7.0
m2/hr
11
Maki Making ng Go Good od S Sla lab b Sof Soffi fits ts,, prepar prepare, e, sh shutt utter er,, pour pour
-
4.2
5.5
m2/hr
12
Maki Making ng G Goo ood d Bo Bolt lt Hol Holes es,, pr prepa epare, re, shutt shutter er,, pour pour
14.8
16.8
25.8
no/hr
13
Making Making Good Rub Rubdown down Precast Precast Concret Concrete, e, p prepa repare, re, shut shutter, ter, pour
-
18.0
-
m2/hr
14
Making Making Good Sca Scabbl bble e 3 head head brush brush h hamm ammer, er, prepa prepare, re, shutt shutter, er, p pour our
30.7
59.5
73.8
hrs/m2
Slow
Ave
Fast
Units
2.4
-
Tonnes
Concrete Works - Concrete Mixing Sr. No.
Task / Description
1
Concrete W We eight, 1 1m m3
-
2
Rea dy dymix L or orr y, y, Len g gtth
-
8.3
-
m
3
Rea dy dymix L or orr y, y, Width
-
2.5
-
m
4
Rea dy dymix L or orr y, y, Heigh t
-
3.7
-
m
5
Rea dy dymix L or orr y, y, Len g gtth
-
24.4
-
Tonnes
6
Re Read adym ymix ix Lo Lorr rry, y, Turni urning ng Ci Circ rcle le
-
16.4
-
m
7
Re Ready adymi mix x Lo Lorry rry,, All Allowa owabl ble eA Acc ccess ess Ra Ramp mp Gr Gradi adien entt
-
17.0
20.0
degrees
8
Mixin g Conc re rete , By H Ha and
-
0.3
-
m3/hr
9
Mixi Mixing ng Co Concr ncret ete, e, Si Singl ngle eD Drum rum Paddl Paddle eM Mix ixer er
158.0
180.0
210.0
m3/hr
10
Mixi Mixing ng C Con oncre crete, te, Do Doubl uble e Drum Drum P Pad addl dle e Mixe Mixer r
315.0
370.0
420.0
m3/hr
11
Mixi Mixing ng C Con oncre crete, te, Si Singl ngle e Drum Drum P Pla lant nt Pan Pan Mix Mixer er
-
120.0
-
m3/hr
12
Mixi Mixing ng Conc Concre rete te,, D Dry ry Mix Mix P Pla lant nt
-
90.0
-
m3/hr
Slow
Ave
Fast
Units
30.0
40.0
50.0
m3/hr
Concrete Works - Concrete Placement Sr. No. 1
Task / Description Plac Placin ing g con concr cret ete, e, lorr lorry yb bas ased ed pump pump
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Typical Productivity Rates (Example) 2
Holl Hollor orib ib Deck Deckin ing, g, conc concre rete te to topp ppin ing g
85.0
100.0
120.0
m2/hr
3
Ho Holl llori orib b De Deck ckin ing, g, c conc oncre rete te ttopp oppin ing, g, iinc ncll Powe PowerF rFlo loat at
40.0
50.0
70.0
m2/hr
4
Pl Plac acin ing g Con Concre crete te,, By By Whee Wheelb lbarr arrow ow ov over er 1-10m 1-10m
2.1
2.3
2.5
m3/hr
5
Pl Plac acin ing gC Con oncre crete te,, B By y Whee Wheelb lbarr arrow ow ov over er 10 10-20 -20m m
1.5
1.8
2.1
m3/hr
6
Pl Plac acin ing gC Con oncre crete te,, B By y Whee Wheelb lbarr arrow ow ov over er 20 20-50 -50m m
0.8
1.1
1.5
m3/hr
7
Pl Plac acin ing g Direc Directt Fro From mR Rea eadym dymix ix Lorry, Lorry, Mass Mass Fil Filll
2.8
3.1
3.3
m3/hr
8
Pl Plac acin ing g Direc Directt From From R Rea eadym dymix ix L Lor orry, ry, 50mm 50mm Bl Blin indi ding ng
-
1.3
1.6
m3/hr
9
Pl Plac acin ing g Direc Directt From From R Rea eadym dymix ix L Lor orry, ry, Groun Ground d Be Beam ams s
1.5
-
1.7
m3/hr
10
Pl Plac acin ing g Direc Directt From From R Rea eadym dymix ix L Lor orry, ry, Pile Pile Cap Caps s
1.0
1.5
2.3
m3/hr
11
Pl Plac acin ing g Direc Directt From From R Rea eadym dymix ix Lo Lorr rry, y, Duct Duct Wal Walls ls
-
0.8
1.1
m3/hr
12 13
Placin Placing g Dire Direct ct From From R Ready eadymix mix Lorry, Lorry, Stub Stub Colum Columns ns Pl Plac acin ing g Direc Directt From From R Rea eadym dymix ix Lo Lorr rry, y, Groun Ground d Sl Slab ab
2.1
0.4 2.3
0.6 2.6
m3/hr m3/hr
14
Placin Placing g Direct Direct From From Re Readym adymix ix L Lorr orry,Dr y,Drain ains s Bed Bed and and Cover Cover
-
0.9
1.0
m3/hr
15
Pl Plac acin ing g From From Towe Towerr Cra Crane, ne, Pi Pile le Ca Caps ps
1.2
1.4
1.6
m3/hr
16
Pl Plac acin ing g From From Towe Towerr Cra Crane, ne, Mass Mass Fi Fill ll
4.0
4.5
5.5
m3/hr
17
Pl Plac acin ing g From From Tow Tower er Crane Crane,, Sl Slab abs s under under 15 150m 0mm m thic thick k
0.9
1.3
1.7
m3/hr
18
Pl Plac acin ing g From From Tow Tower er Crane Crane,, Sl Slab abs s over over 150mm 150mm tthic hick k
1.2
1.5
1.8
m3/hr
19
Pl Plac acin ing g From From To Towe werr Crane, Crane, Tro Trough ugh/C /Coff offer ered ed Slab Slabs s
0.9
1.1
1.2
m3/hr
20
Pl Plac acin ing g From From Tow Tower er Cra Crane, ne, St Stai airs rs and and L Land andin ings gs
0.6
0.7
0.9
m3/hr
21
Pl Plac acin ing g From From Towe Towerr Cra Crane, ne, Bl Blin indi ding ng
0.8
1.0
1.1
m3/hr
22
Placin Placing gF From rom Tower Tower C Crane rane,, B Beam eams s under under 150 150mm mm thic thick k
0.5
0.6
0.8
m3/hr
23
Pl Plac acin ing g From From Tow Tower er Crane Crane,, Be Beam ams s over over 150m 150mm m thic thick k
0.6
0.8
1.0
m3/hr
24
Plac Placin ing gF Fro rom mT Tow ower er Cran Crane, e, Wall Walls s
0.6
1.1
1.5
m3/hr
25
Plac Placin ing g Fr From om Tow Tower er Cra Crane ne,, Co Colu lumn mns s
0.4
0.5
0.6
m3/hr
Slow
Ave
Fast
Units
Concrete Works - Formwork Sr. No.
Task / Description
1
Pilecaps, < 0.7m2
0.9
1.6
2.0
m2/hr
2
Pilecaps, 0. 0.7-2.5m2
1.6
2.0
2.3
m2/hr
3
Pilecaps, 2. 2.5-3.0m2
2.0
2.3
2.5
m2/hr
4
Pilecaps, > 3.0m2
2.3
2.5
3.1
m2/hr
5
Ground B Be eams, < 0.7m2
1.1
1.7
1.8
m2/hr
6
Gr ou ound Be Beams, 0. 0.7 -1 -1.5 m m2 2
1.7
1.8
2.5
m2/hr
7
Gr ou ound Be Beams, 1. 1.5 -3 -3.0 m m2 2
1.8
2.5
2.6
m2/hr
8
Gr ou ound Be Beams, 3. 3.0 -5 -5.0 m m2 2
2.5
2.6
3.5
m2/hr
9
El Elev evat ated ed Pl Plai ain n Sl Slab ab Sof offi fitt
0.6
0.8
1.2
m2/hr
Beam Beams, s, o on n er erect ected ed ffal alse sewo work, rk, wi widt dth h 100-2 100-200m 00mm m
0.9
1.0
1.1
m2/hr
11
Beam Beams, s, o on n er erect ected ed ffal alse sewo work, rk, wi widt dth h 200-3 200-300m 00mm m
1.0
1.1
1.3
m2/hr
12
Beam Beams, s, o on n er erect ected ed ffal alse sewo work, rk, wi widt dth h 300-5 300-500m 00mm m
1.2
1.3
1.5
m2/hr
13
Beam Beams, s, o on n er erect ected ed ffal alse sewo work, rk, wi widt dth h 500-7 500-750m 50mm m
1.5
1.6
1.8
m2/hr
14
Beam Beams, s, o on n er erect ected ed ffal alse sewo work, rk, wi widt dth h over over 7 750m 50mm m
1.4
1.5
1.7
m2/hr
15
Wall Walls, s, Co Cons nstr truc uctt K Kic icke kers rs
5.3
7.1
10.0
m2/hr
16
Walls, Walls, Fully Fully Framed Framed Formwo Formwork/ rk/Stru Struts, ts, 1.0-2.0m 1.0-2.0m2 2
0.9
1.8
1.9
m2/hr
17
Walls, Walls, Fully Fully Framed Framed Formwo Formwork/ rk/Stru Struts, ts, 2.0-5.0m 2.0-5.0m2 2
1.0
2.2
2.5
m2/hr
18
Walls, Walls, Fully Fully Framed Framed Formwo Formwork/ rk/Stru Struts, ts, over 5.0m2 5.0m2
1.2
2.5
2.9
m2/hr
19
Wa Wall lls, s, Stori StoriFo Form rm Shutt Shutter ers, s, 1. 1.0-3 0-3.0m .0m2 2
1.0
1.4
2.0
m2/hr
20
Wa Wall lls, s, Stori StoriFo Form rm Shutt Shutter ers, s, 3. 3.0-5 0-5.0m .0m2 2
1.9
2.3
3.3
m2/hr
21
Wa Wall lls, s, Stori StoriFo Form rm Shutt Shutter ers, s, 5 5.0.0-10 10.0m .0m2 2
2.3
2.8
3.5
m2/hr
22
Wa Wall lls, s, Stori StoriFo Form rm Shutt Shutter ers, s, 1 10.0 0.0-1 -15.0 5.0m2 m2
3.2
4.5
4.0
m2/hr
23
Wa Wall lls, s, Stori StoriFo Form rm Shutt Shutter ers, s, o ove verr 15 15.0m .0m2 2
3.8
4.8
5.4
m2/hr
24
Ground Slabs
1.0
1.5
1.8
m2/hr
25
Co Colu lumn mns, s, Cons Constr truct uct Ki Kick cker ers, s, dir direc ectt to sl slab ab
3.2
4.1
5.4
no/hr
26
Col Column umns, s, C Const onstruct ruct Kicker Kickers, s, s susp uspende ended d from from s soffi offitt sl slab ab
1.2
2.8
3.2
no/hr
27
Col Column umns, s, S Squar quare e Sides, Sides, Timber Timber Clamp/ Clamp/Pro Prop, p, c csa sa < 0.1m2 0.1m2
1.3
1.6
1.8
m2/hr
28
Col Column umns, s, S Squar quare e Sides, Sides, Timber Timber Clamp/ Clamp/Pro Prop, p, c csa sa 0.10.1-0.4m 0.4m2 2
1.8
2.1
2.4
m2/hr
29
Col Column umns, s, S Squar quare e Sides, Sides, Timber Timber Clamp/ Clamp/Pro Prop, p, c csa sa over over 0.4m 0.4m2 2
2.0
2.3
2.5
m2/hr
30
Col Column umns, s, S Squar quare e Sides, Sides, Steel Steel F Form orms, s, 1 1.5 .5 x 1.5 x 9.0m 9.0m high high
7.9
9.5
10.3
m2/hr
31
Col Column umns, s, S Squar quare e Sides, Sides, Steel Steel F Form orms, s, 2 2.0 .0 x 2.0 x 9.0m 9.0m high high
6.9
7.5
8.3
m2/hr
32
Col Column umns, s, S Squar quare e Sides, Sides, Steel Steel F Form orms, s, 2 2.0 .0 x 4.0 x 9.0m 9.0m high high
8.5
10.2
12.0
m2/hr
33
Col Column umns, s, R Round ound Sides, Sides, Sacrifi Sacrificial cial Plasti Plastic c Mould Mould,, 3.0-4.0 3.0-4.0m m di dia a
3.5
4.5
6.0
m2/hr
10
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Typical Productivity Rates (Example) 34
Co Colu lumn mns, s, Roun Round d Si Sides des,, St Steel eel Moul Mould, d, 3.0-4 3.0-4.0m .0m di dia a
5.2
6.5
7.5
m2/hr
35
Co Colu lumn mns, s, Slo Slopin ping g Co Colum lumn n Head Heads, s, ext extra ra ove overr ra rate te
-
2.5
3.5
hrs/ no
36
Stai Stairca rcase ses, s, Stai Stairr S Sof offi fit, t, Slopi Sloping ng
0.7
0.8
1.0
m2/hr
37
Stai Stairca rcase ses, s, Stai Stairr So Soff ffit it,, Fla Flatt Landi Landing ng
0.8
0.9
1.2
m2/hr
38
St Stai airc rcas ases es,, W Wal alll S Str trin ings gs
0.4
0.6
-
m2/hr
39
St Stai airc rcas ases es,, O Ope pen n Str Strin ings gs
0.7
0.8
-
m2/hr
2.5
2.8
m2/hr
40
Stai Stairca rcase ses, s, R Ris iser er B Boa oards rds fi fixe xed d to str strin ings gs
-
41
Stai Stairca rcase ses, s, Riser Risers s fix fixed ed to St Strin rings gs
-
2.3
2.6
m2/hr
42
Waff Waffle le Floor loorin ing, g, 2.4m 2.4m gr grid id
1.1
1.4
1.8
m2/hr
43
Shaf t Slip Fo rm rming
-
300.0
500.0
mm/hr
44 45
Tabl Table eF Form orm,, A Alu lumi minum num Sy Syst stem em,, 400m 400m2 2b bays ays Tabl Table e Fo Form rm,, HH-Fr Fram ame e St Steel eel Fal Falsew sewor ork, k, 40 400m 0m2 2 bays bays
2.1 1.9
3.2 3.0
3.8 3.5
m2/hr m2/hr
46
Tunn Tunnel el F Form orms, s, W Wall all an and dS Sla lab b poure poured d as one
-
15.6
17.5
m2/hr
47
Ho Holl llor orib ib Deck Deckin ing, g, lay lay dec deck k
-
43.5
47.5
m2/hr
48
Ho Holl llori orib bD Dec ecki king, ng, shear shear con connec necti ting ng stu studs ds
-
29.3
31.2
m2/hr
49
St Stop op End nds, s, no perf perfor orat atio ions ns
2.8
3.5
4.2
m2/hr
50
Stop Stop Ends Ends,, min minor or perf perfor orat atio ions ns
1.2
1.5
1.9
m2/hr
51
Stop Stop Ends Ends,, den dense se perf perfor orat atio ions ns
0.9
1.1
1.4
m2/hr
52
Bo Box x Outs Outs,, 0.01 0.01-0 -0.0 .05m 5m2 2
7.6
8.2
9.1
no/hr
53
Box Ou Ou ts ts, ov ov er er 0. 0.05m2
3.1
3.9
4.5
no/hr
54
Du Dumm mmy yF Fra rame mes, s, unde underr 3.0 3.0m m2
4.5
6.2
7.1
no/hr
55
Du Dumm mmy yF Fra rame mes, s, over over 3. 3.0m 0m2 2
3.1
3.7
4.5
no/hr
Slow
Ave
Fast
Units
-
48.0 120.0
-
hrs hrs
Slow
Ave
Fast
Units
Concrete Works - Post Tensioning Sr. No. 1 2
Task / Description Lag for Init Initial ial Stre Stress ss T Ten ensi sioni oning ng aft after er 1st 1st b bay ay cast cast Lag for Final Final Stre Stress ss T Tens ensio ioni ning ng aft after er IIni niti tial al Str Stres ess s
Concrete Works - Pre-Cast Concrete Sr. No.
Task / Description
1
Prec Precast ast Pla Plank nk an and d Bl Bloc ock k Fl Floo oorin ring g Syst System em,, Pl Plan ank k Elem Element ents s
0.4
0.2
0.1
hrs/plank
2
Prec Precast ast Pla Plank nk an and d Bl Bloc ock k Fl Floo oorin ring g Syst System em,, Bl Bloc ock k Elem Elemen ents ts
2.7
1.2
0.9
hrs/1000no
Slow
Ave
Fast
Units
Concrete Works - Reinforcement Sr. No.
Task / Description
1
Slab Slabs/ s/Fo Foun unda dati tion ons, s, s ste teel elfi fixi xing ng,, 6mm 6mm
40.3
38.4
36.5
hrs/tonne
2
Slab Slabs/ s/Fo Foun unda dati tion ons, s, s ste teel elfi fixi xing ng,, 8mm 8mm
28.2
26.9
25.8
hrs/tonne
3
Slab Slabs/ s/Fo Foun unda dati tion ons, s, s ste teel elfi fixi xing ng,, 10mm 10mm
22.5
20.6
20.1
hrs/tonne
4
Slab Slabs/ s/Fo Foun unda dati tion ons, s, s ste teel elfi fixi xing ng,, 12mm 12mm
16.9
16.3
15.4
hrs/tonne
5
Slab Slabs/ s/Fo Foun unda dati tion ons, s, s ste teel elfi fixi xing ng,, 16mm 16mm
12.0
11.5
10.9
hrs/tonne
6
Slab Slabs/ s/Fo Foun unda dati tion ons, s, s ste teel elfi fixi xing ng,, 20mm 20mm
9.2
8.6
8.2
hrs/tonne
7
Slab Slabs/ s/Fo Foun unda dati tion ons, s, s ste teel elfi fixi xing ng,, 25mm 25mm
6.9
6.7
6.5
hrs/tonne
8
Slab Slabs/ s/Fo Foun unda dati tion ons, s, s ste teel elfi fixi xing ng,, 32mm 32mm
5.7
5.5
5.2
hrs/tonne
9
Slab Slabs/ s/Fo Foun unda dati tion ons, s, s ste teel elfi fixi xing ng,, 40mm 40mm
5.3
5.1
4.9
hrs/tonne
10
Sl Slab abs/ s/Fo Found undat ation ions, s, st steel eelfi fixi xing ng,, 5 50m 0mm m
5.2
4.9
4.6
hrs/tonne
11
Beam Beams/ s/Co Colu lumn mns, s, s ste teel elfi fixi xing ng,, 6mm 6mm
55.4
52.8
50.6
hrs/tonne
12
Beam Beams/ s/Co Colu lumn mns, s, s ste teel elfi fixi xing ng,, 8mm 8mm
38.8
37.0
35.1
hrs/tonne
13
Beam Beams/ s/Co Colu lumn mns, s, steel steelfi fixi xing ng,, 10 10mm mm
29.5
28.4
26.9
hrs/tonne
14
Beam Beams/ s/Co Colu lumn mns, s, steel steelfi fixi xing ng,, 12 12mm mm
23.4
22.4
21.9
hrs/tonne
15
Beam Beams/ s/Co Colu lumn mns, s, steel steelfi fixi xing ng,, 16 16mm mm
16.6
15.8
15.1
hrs/tonne
16
Beam Beams/ s/Co Colu lumn mns, s, steel steelfi fixi xing ng,, 20 20mm mm
12.4
11.9
11.3
hrs/tonne
17
Beam Beams/ s/Co Colu lumn mns, s, steel steelfi fixi xing ng,, 25 25mm mm
9.9
9.2
8.7
hrs/tonne
18
Beam Beams/ s/Co Colu lumn mns, s, steel steelfi fixi xing ng,, 32 32mm mm
6.8
6.6
6.2
hrs/tonne
19
Beam Beams/ s/Co Colu lumn mns, s, steel steelfi fixi xing ng,, 40 40mm mm
6.1
5.9
5.6
hrs/tonne
20
Beam Beams/ s/Co Colu lumn mns, s, steel steelfi fixi xing ng,, 50 50mm mm
6.1
5.9
5.6
hrs/tonne
21
Wall Walls, s, st stee eelf lfix ixin ing, g, 6m 6mm m
41.2
40.8
39.1
hrs/tonne
22
Wall Walls, s, st stee eelf lfix ixin ing, g, 8m 8mm m
29.2
28.6
27.4
hrs/tonne
23
Wall Walls, s, st stee eelf lfix ixin ing, g, 10 10mm mm
22.7
22.0
21.2
hrs/tonne
24
Wall Walls, s, st stee eelf lfix ixin ing, g, 12 12mm mm
17.6
17.3
16.9
hrs/tonne
25
Wall Walls, s, st stee eelf lfix ixin ing, g, 16 16mm mm
12.4
12.2
11.8
hrs/tonne
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Typical Productivity Rates (Example) 26
Wall Walls, s, st stee eelf lfix ixin ing, g, 20 20mm mm
9.4
9.2
8.7
hrs/tonne
7.2
7.0
hrs/tonne
27
Wall Walls, s, st stee eelf lfix ixin ing, g, 25 25mm mm
7.4
28
Wall Walls, s, st stee eelf lfix ixin ing, g, 32 32mm mm
7.0
6.8
6.4
hrs/tonne
29
Wall Walls, s, st stee eelf lfix ixin ing, g, 40 40mm mm
6.4
6.1
5.9
hrs/tonne
30
Wall Walls, s, st stee eelf lfix ixin ing, g, 50 50mm mm
5.3
5.1
4.8
hrs/tonne
31
Stai Stairc rcas ases es,, ste steel elfi fixi xing ng,, 6 6mm mm
48.9
48.0
45.5
hrs/tonne
32
Stai Stairc rcas ases es,, ste steel elfi fixi xing ng,, 8 8mm mm
34.4
33.6
31.9
hrs/tonne
33
Stai Stairc rcas ases es,, s ste teel elfi fixi xing ng,, 1 10m 0mm m
26.6
25.8
24.3
hrs/tonne
34
Stai Stairc rcas ases es,, s ste teel elfi fixi xing ng,, 1 12m 2mm m
20.9
20.4
19.5
hrs/tonne
35
Stai Stairc rcas ases es,, s ste teel elfi fixi xing ng,, 1 16m 6mm m
14.6
14.4
13.8
hrs/tonne
36 37
Stai Stairc rcas ases es,, s ste teel elfi fixi xing ng,, 2 20m 0mm m Stai Stairc rcas ases es,, s ste teel elfi fixi xing ng,, 2 25m 5mm m
11.3 8.6
10.8 8.4
10.5 8.2
hrs/tonne hrs/tonne
Slow
Ave
Fast
Units
Concrete Works - Reinforcement Ratios Sr. No.
Task / Description
1
Pi Pile le Cap, Cap, Co Conc ncret rete e m3 m3 x Ratio Ratio = R Reba ebarr Tonn Tonnes es
-
14.8
-
% ratio
2
Base Base Sl Slab, ab, Co Concr ncret ete em m3 3 x Ra Rati tio o = Reb Rebar ar Tonne Tonnes s
-
13.2
14.1
% ratio
3
Susp Suspend ended ed S Sla lab, b, Concr Concrete ete m3 x R Rati atio o = Reb Rebar ar Ton Tonnes nes
-
20.6
25.6
% ratio
4
Pl Plat atfor form mS Sla lab, b, C Con oncre crete te m3 m3 x Rati Ratio o = Reb Rebar ar Tonn Tonnes es
-
15.6
-
% ratio
5
Co Colu lumn mns, s, Concr Concrete ete m3 x R Rat atio io = R Reb ebar ar Tonn Tonnes es
15.8
18.7
28.7
% ratio
Wall Walls, s, Co Conc ncre rete te m m3 3xR Rat atio io = Reba Rebarr T Ton onne nes s
14.7
15.0
-
% ratio
Slow
Ave
Fast
Units
6
Construction Wet Trades - Blockwork Sr. No.
Task / Description
1
Th Ther erma mali lite te B Blo lock ckwo work rk,, un unde derr 100m 100mm m th thic ick k
1.8
2.5
3.2
m2/hr
2 3
Ther Therma mali lite te Bl Bloc ockw kwork ork,, u und nder er 10 100-1 0-150m 50mm m thi thick ck Th Ther erma mali lite te B Blo lock ckwo work rk,, ov over er 150 150mm mm th thic ick k
1.4 1.2
1.9 1.6
2.5 2.1
m2/hr m2/hr
4
Light Lightwe weig ight ht C Con oncre crete te Bloc Blockw kwor ork, k, und under er 100m 100mm m th thic ick k
1.5
2.2
2.9
m2/hr
5
Light Lightwe weig ight ht Co Conc ncret rete e Bl Block ockwo work rk,, under under 100100-150 150mm mm tthi hick ck
1.4
1.9
2.1
m2/hr
6
Light Lightwe weig ight ht C Con oncre crete te Bloc Blockw kwor ork, k, ove overr 15 150m 0mm m tthic hick k
1.2
1.6
2.0
m2/hr
7
He Heavy avywe weig ight ht Con Concr crete ete Bloc Blockw kwork ork,, unde underr 100m 100mm m th thic ick k
1.4
2.1
2.9
m2/hr
8
He Heavy avywe weig ight ht Conc Concret rete e Bl Bloc ockw kwork ork,, under under 100-1 100-150m 50mm m thic thick k
1.2
1.6
2.1
m2/hr
9
He Heavy avywe weig ight ht Con Concr crete ete Bloc Blockw kwork ork,, over over 150 150mm mm th thic ick k
1.1
1.4
1.8
m2/hr
71.4
-
m2/hr
10
Fa Face ce Fini Finish sh,, Ra Rake ked d Out Out
-
11
Fa Face ce Fini Finish sh,, B Bag ag Ru Rubb bbed ed
-
29.4
-
m2/hr
12
Fa Face ce Fini Finish sh,, F Flu lush sh Poin Pointi ting ng
-
17.6
-
m2/hr
Ave
Fast
Units
Construction Wet Trades - Brickwork Sr. No.
Task / Description
Slow
En Engl glis ish hB Bon ond, d, 0.5 0.5 B Bri rick ck th thic ick k
0.7
0.8
1.1
m2/hr
2
En Engl glis ish hB Bon ond, d, 1.0 1.0 B Bri rick ck th thic ick k
0.6
0.8
0.9
m2/hr
3
En Engl glis ish hB Bon ond, d, 1.5 1.5 B Bri rick ck th thic ick k
0.4
0.5
0.6
m2/hr
4
En Engl glis ish hB Bon ond, d, 2.0 2.0 B Bri rick ck th thic ick k
0.3
0.4
0.5
m2/hr
5
Fl Flem emis ish h Bon Bond, d, 0.5 0.5 Bri Brick ck th thic ick k
0.8
0.9
1.2
m2/hr
6
Fl Flem emis ish h Bon Bond, d, 1.0 1.0 Bri Brick ck th thic ick k
0.6
0.7
0.9
m2/hr
7
Fl Flem emis ish h Bon Bond, d, 1.5 1.5 Bri Brick ck th thic ick k
0.3
0.8
1.0
m2/hr
8
Fl Flem emis ish h Bon Bond, d, 2.0 2.0 Bri Brick ck th thic ick k
0.3
0.4
0.5
m2/hr
9
Flem Flemis ish h Ga Gard rden en W Wal alll Bo Bond nd,, 0.5 0.5 Br Bric ick k thic thick k
0.8
1.2
1.4
m2/hr
10
Engl Englis ish h Ga Garde rden nW Wal alll Bond Bond,, 0. 0.5 5B Bri rick ck thi thick ck
0.8
1.0
1.3
m2/hr
11
Stre Stretc tche herr B Bon ond, d, 0.5 0.5 B Bri rick ck th thic ick k
1.0
1.3
1.6
m2/hr
12
Buil Buildi ding ng in Meta Metall Doo Doorr F Fra rame me
0.5
0.5
0.3
hrs/no
13
Bu Buil ildi ding ng in Metal etal Wind Window ow
0.6
0.5
0.4
hrs/no
14
Buil Buildi ding ng in Wood Wood Door Door Fr Fram ame e
0.4
0.3
0.2
hrs/no
15
Bu Buil ildi ding ng in Wood Wood Wind Window ow
0.6
0.5
0.4
hrs/no
16
Buil Buildi ding ng Bric Brick k on on Edg Edge eC Cop opin ing g
-
3.7
-
hrs/m
17
Buil Buildi ding ng Bric Brick k on on Edge Edge Cante Canted d Cil Cills ls
-
1.8
-
hrs/m
18
Pointin g to Fra m me es
12.4
15.4
17.8
hrs/m
19
Bi Bitu tume men nD DPC PC,, h hori orizo zonta ntall unde underr 10 100m 0mm m wid wide e
-
2.9
-
m2/hr
20
Bi Bitu tume men nD DPC PC,, h hori orizo zonta ntall 100100-255 255mm mm wi wide de
-
9.1
-
m2/hr
21
Bi Bitu tume men nD DPC PC,, h hori orizo zonta ntall over over 255 255mm mm wide wide
-
14.3
-
m2/hr
1
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Typical Productivity Rates (Example) -
-
m2/hr
7.8
-
m2/hr
10.0
-
m2/hr
5.8
-
m2/hr
-
9.1
-
m2/hr
Re Rein infor forcem cemen entt ExMet ExMet,, verti vertical cal unde underr 100 100mm mm w wid ide e
-
3.8
-
m2/hr
28
Re Rein infor forcem cemen entt ExMet ExMet,, verti vertical cal ove overr 100mm 100mm w wide ide
-
5.8
-
m2/hr
29
Face Face Fini Finish sh as w wor ork k Proc Procee eeds, ds, Ra Raki king ng Out Out
26.3
27.8
29.4
m2/hr
30
Face Face F Fin inis ish h as w wor ork k Proc Procee eeds, ds, Fl Flush ush and Ru Rubbe bbed d
4.2
4.3
4.5
m2/hr
31
Face Face F Fin inis ish h as w wor ork k Proc Procee eeds, ds, St Struc ruck k Poin Pointi ting ng
2.8
3.0
3.1
m2/hr
32 33
Face Face Fini Finish sh as w wor ork k Proc Procee eeds, ds, Bag Bag R Rubb ubbed ed Face Face F Fin inis ish h as wo work rk P Proc rocee eeds, ds, Buck Bucket et Han Handl dle e
5.4
1.1 5.6
5.8
m2/hr m2/hr
34
Face Face F Fin inis ish h as w wor ork k Proc Procee eeds, ds, Re Reces cesse sed d 5-10m 5-10mm m
4.2
4.7
4.9
m2/hr
35
Face Face F Fin inis ish h af afte terr co comp mple leti tion on,, Fl Flus ush h and and Rubbe Rubbed d
1.9
2.0
2.1
m2/hr
36
Face Face F Fin inis ish h aft after er co comp mple leti tion on,, Struc Struck k Po Point intin ing g
-
1.3
1.2
m2/hr
Face Face F Fin inis ish h af afte terr co comp mple leti tion on,, Buck Bucket et Hand Handle le
2.5
2.7
2.9
m2/hr
Slow
Ave
Fast
Units
2.2
2.8
3.1
m2/hr
22
Bi Bitu tume men n DPC DPC,, vert vertic ical al und under er 10 100m 0mm m wide wide
23
Bi Bitu tume men nD DPC PC,, vert vertic ical al100 100-2 -225m 25mm m wid wide e
-
24
Bi Bitu tume men n DPC DPC,, vert vertic ical al ov over er 225mm 225mm wide wide
-
25
Rei Reinfor nforcem cement ent ExM ExMet, et, horizont horizontal al under under 1 100m 00mm mw wide ide
-
26
Rei Reinfor nforcem cement ent ExM ExMet, et, horizont horizontal al over 100mm 100mm wide wide
27
37
5.8
Construction Wet Trades - Plastering Sr. No.
Task / Description
1
Brow Brownin ning g (u (und nderc ercoat oat), ), IInt ntern ernal al W Wal alls ls und under er 2.5m 2.5m hi high gh
2
Brow Brownin ning g (u (und nderc ercoat oat), ), IInt ntern ernal al W Wal alls ls o ove verr 2. 2.5m 5m hig high h
2.1
2.6
2.8
m2/hr
3
Brownin Browning g (u (under ndercoat coat), ), Reveals Reveals and Col Column umns s lless ess than 100mm 100mm w wide ide
9.9
10.0
10.1
m2/hr
4
Brow Brownin ning g (un (under derco coat) at),, Rev Revea eals ls and and Colum Columns ns 100-2 100-200m 00mm m wi wide de
5.2
5.4
6.4
m2/hr
5
Brow Brownin ning g (un (under derco coat) at),, Rev Revea eals ls and and Colum Columns ns 200-3 200-300m 00mm m wi wide de
3.3
3.6
3.9
m2/hr
6
Covings
-
5.0
-
m/hr
7 8
Skim Skimmi ming ng ((top topco coat) at),, In Inte terna rnall Wall Walls s unde underr 2. 2.5m 5m high high Skim Skimmi ming ng ((top topco coat) at),, In Inte terna rnall Wall Walls s over over 2.5 2.5m m high high
6.1 5.5
6.7 6.1
7.3 6.7
m2/hr m2/hr
9
Skimm Skimming ing (topcoat (topcoat), ), R Revea eveals ls and Col Column umns s lless ess than 100mm 100mm w wide ide
12.6
13.8
15.4
m2/hr
10
Skimm Skimming ing (topcoat (topcoat), ), R Revea eveals ls a and nd Colum Columns ns 100-2 100-200m 00mm m wide wide
7.7
8.3
9.8
m2/hr
11
Skimm Skimming ing (topcoat (topcoat), ), R Revea eveals ls a and nd Colum Columns ns 200-3 200-300m 00mm m wide wide
4.5
5.0
5.5
m2/hr
12
Pl Plas aste terr B Boa oard rd to Ceili eiling ngs s
3.2
4.5
5.5
m2/hr
13
Pl Plas aste terin ring g Ceil Ceiling ings, s, 1 Bond Bondin ing, g, 1 Sk Skim immi ming ng
1.1
1.7
2.4
m2/hr
14
Pl Plas aste terin ring gC Cei eili lings ngs,, Top Topcoa coatt S Ski kimm mming ing
2.7
3.2
5.4
m2/hr
Slow
Ave
Fast
Units
Construction Wet Trades - Rendering Sr. No.
Task / Description
1
Larg Large eW Wal alll Are Areas as,, app appli lied ed in 2 c coa oats ts
-
2.2
2.7
m2/hr
2
Smal Smalll Wal Walll Are Areas as,, app appli lied ed in 2 c coa oats ts
-
1.5
1.7
m2/hr
3
Narr Narrow ow Widt Widths hs,, appl applie ied d in 2 co coat ats s
-
1.2
1.4
m2/hr
4
Colu Column mns s and and Beam Beams, s, appl applie ied d in in 2 co coat ats s
-
1.5
1.7
m2/hr
5
Stai Stairc rcas ase e an and d Sof Soffi fits ts,, a app ppli lied ed in 2 co coat ats s
-
1.4
-
m2/hr
Ave
Fast
Units
Construction Wet Trades - Screeding Sr. No.
Task / Description
Slow
1
Sand Sand/C /Cem emen entt Floo Floorr Sc Scre reed ed,, 15 15-2 -20m 0mm m th thic ick k
-
4.8
5.7
m2/hr
2
Sand Sand/C /Cem emen entt Floo Floorr Sc Scre reed ed,, 20 20-3 -30m 0mm m th thic ick k
-
4.6
5.5
m2/hr
3
Sand Sand/C /Cem emen entt Floo Floorr Sc Scre reed ed,, 30 30-4 -40m 0mm m th thic ick k
3.2
4.2
5.3
m2/hr
4
Sand Sand/C /Cem emen entt Floo Floorr Sc Scre reed ed,, 40 40-5 -50m 0mm m th thic ick k
2.0
3.8
5.2
m2/hr
5
Sand Sand/C /Cem emen entt Floo Floorr Sc Scre reed ed,, 50 50-6 -65m 5mm m th thic ick k
-
3.3
3.9
m2/hr
6
Sand/ Sand/Ce Ceme ment nt Floo Floorr S Scre creed, ed, 65-10 65-100m 0mm m th thic ick k
-
3.0
3.6
m2/hr
7
Fi Fix/ x/S Setou etoutt Scree creed d Bat atte tens ns
-
10.0
-
m/hr
These productivity rates are calculated based on certain set of tools, site and weather conditions and skilled resources available. Contractor to calculate their productivity depending on the resources available and conditions of work.
Appendix I Line of Balance Diagram (Example)
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