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June 1996 STANDARD PRODUCTIVITY RATES 1. Site Clearance ".0') 12 Wheel Leader (966) to load (stock pile within 20 . Haulace by Clump Trucks (25 tCG;1::S,;.oR 1. Bull Dcz er (05) 3. Bo.rrow Excavation (Haulage and Compaction) 4. Water Tanker (4000 Ghrs) 3. Vibratory Roller (25 tonnes) Average depth (150
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Save Productivity For Later STANDARD PRODUCTIVITY RATES
Chased on 10 hrs ner day)
ste 1996
 
 
A. For Roads and Drainage
10° Site Clsrance
Lt Grader 6 6)
 
12 Wea! Loader (96) td stoke wt
 
   
i 20° Bomeny Pt Excavation (Materia! Collection)
But Deer (08)
  
22 Whesl Lea
 
5.0 Borrow Excavation Heulage & Comsetlon)
2.4 Dump Tack (25 omnes)
(overage haul 25 KE
32 Grader(14@)
33. Water Tener (4000 vs)
34 VBrotary Roti (25 oones)
th {180 ne)
way)
 
Average
 
Manual Edition
 
 
= 2150 MV Dey
(20 ems tick ne)
Wi0ay
 
10 wi Day
 
= Ea iDay
= e20m boy
= s03 wiDey
 
25 Mi ay
enters mae
10 MY Day
= a0 MY Day
2400 Guns (Day
2100 MY Dayune 1805
STANDARD PRODUCTIVITY RATES —
{hased on 10 ts per day
 
40 SubBaseand Rosd Base (Campsctizn! esas eat
441 Grader 143 (150 mm thik aye 1630 M'/Day
4.2 WalerTarker (4000 Gh) = 2400 Glas! Day
= 4200 4 Day
 
23 Vbiatory Roller (25 tonnes)
44. PTRRall (25 tomes)
50 Situminoss Paving Having and Compaction)
tbsses os <2ionnes / br. average oro
ume Track = bre 14zioes
 
 
2 Hrs 142 tonnes
 
= tHe £2 tomes
= 2hie /42 tonnes
 
wittag of exisheng Atphath, aim A
   
rechine wat meventay
 
5 MI Day
 
(800 Sis) .
70 Infelactina Ts
TA. Compsesr (1 Noy = money
72 Mason (@Nos) = 105M) Day or
 
73. Halper @Nos.) 10.50 mr ttan Day
Maruat EditonJune 1995,
 
~ STANDARD PRODUCTIVITY RATES
{Chased on 10 hrs per day
 
80° Korh Stones (excluding cancstl
21 Mason (Nos) 85 MiDay or
82 Helpers (Nos) - 16 MiManoay
 
   
188 10 Day
(Tiench with 1.80 & average Su oepih)
213 78 a Day
 
   
(French width 1.00 & average 3M eeptip
9.3. Shovel (sing) 893 1 Day
a4 ting afer boxing (sing excavate 210 Nos. Day
85 Boxing for Sheztng (3105 deen) = 3 Nos Day
 
 
(itn 1 Wslaer ang 2 Hepes)
98 Back eting
961 = ssuroay
262
 
$163 Water Tanker (4000 Gis) = 0.25 No
too Sluusural Excavation (pan Areal
 
104 Exeavaterz05 258 Ws Day
102 Dozse08 899 47 Day
103 Shovel 966 = 893 "Day
104 " Dump Truck (25 Tomes) = 105 Moa
(25K Hsu)
Marval EatonJune 1806,
STANDARD PRODUCTIVITY RATES —
(Chased on 0 ts per day
 
410 Manhole Gonstniction
114 ConctetePouina a
 
 
out uma
Mason 1 No.
Labour No.
{ Virator ens
112 Eoemwas
1421 Presavatbe and fooming = 1amrDey
ceroentt 2 We
  
= 13M Day
= 2
 
= tN
Average © (13/6) #21088 an
 
PS, Fercicusr man hoes citicuy fcr ior
Hes 25 0.85
 
 
forego 08
 
Manus! Elton‘yased on 10 brs per day
STANDARD PRODUCTIVITY RATES
une 1695
 
120° Laying Pinowore Ductwork
Pipe Fite
Helpers
PIPESIIE
 
 
os.
UPVCIAG Pies
UPVCIAG Pies
UPVCIAG Pipes
UPVCIA Pies
UPVCIRG Pies
pcraRe
 
200
80
00
1009 mm
203m
ACIGRP
ACIGRP
‘ACIGRP
acIGRP
ACIGRP
ACIGRP
 
Pes
Pies
Pes
Piet
Pes
Pipes
Pipes
90.100 mm PVC Dues
180
ara Editon
Pvc Dues
ay
101
 
199
188
/GaRGORY
Melee
Meters
eters
ster
 
Meter
Meters
 
eters
ators
Meters
Meters
tet
Motive
rane
sttowed.stone 1998
 
STANDARD PRODUCTIVITY RATES
(Chased on 10 ts per dayt
B.
42
3
BUILDINGS
Excavation and Gat Out anual)
   
pt 1.50 M deep = 270 Day Labour
pte 20M deep 290 MP1 Day! Labour
ute 30 M deep = 210 MP Day Labour
Hane Backflina and Compaction
‘compactor 5 Ho
sour 3 Nos.
Machine Excovation ncutine dsaasal
Trucks
   
210°! /Dey
‘cuuting ot Pie Hens
CCompreseor vn wh Jak Hamer 05 No
Lavour = 3 nes
332406
 
 
Manual eltonshe 1096
STANDARD PRODUCTIVITY RATES / |
{Chased on 10 rs per day)
   
 
50 Concrete Works
5.4 Bling Gonerete tain by us)
 
iat
Mer achine (14110) 1 Wo,
Dunper 1No,
Latoucor itis
ber Operator = the.
Latour for Aggregates = 2 Nes.
Latour for Sand 2 Nos,
Latour for Cement = tne.
Latour for Placing
Latour rom ur
Latour on hes Bete
   
wTeley = ne
= 3 Nos,
  
 
Helse for mason 1 No,
axon 2 Nos
Prosuetion = 156/Day
5.2 Bliine Concrete fusing Ready Mixed Concrete)
Labour for shiing nd pouing === Nos,
Macon = 2Nae,
Duper = tNe,
 
Production = 18 MY Oay
Manual Edition53
8s
una 1996
STANDARD PRODUCTIVITY RATES
{Chased on tOhrs ner day
 
Concrete for Columns, Wall & Parapst using Pump)
Labour 3 Nos,
Carparter 1 No.
Pune 1No.
Production © 37 '/Oay
Conciste fo Columns, Walls & Parapet without Pump
6 Nes,
1 Ne.
1 No.
Labour fr shiting & paunng
  
Production = 13. Oay
Consists far heams, slabs andbig sections (usina puma)
 
   
Labouror signaling 1 No.
Labourior pump che 2 Nos,
Labourtorviratore 5 Nos.
Labour or concrete sreacing 5 Nos,
fasone (41) 5 Nos,
Carpenars 2 Nos.
Sal Fer No.
Sea + No.
Vibrator. 2 Nos.
Production = 105 M4 His
Manus Edition60
aaa
612
Ps,
Ps.
 
shune 1896,
STANDARD PRODUCTIVITY RATES
 
 
{Chased on rs nerdy
Formate
Foc Foundations ands Beams
Prenatal and Foming 26 a8 /Oay
Catsontr 2 Nes.
Heer No,
hxing. soning and cleaning, 28. /03y
2 Nes,
1,
 
2 coerton shall be
  
or Columns and Walls
 
   
Prevasstion an Forming 2 Mey}
2 Nos.
= ON.
isng_senning and cleaning, 21M /ay
Ccarpen 2 tos.
reper 7 We
Averege Production ae of conte operon shal bs
 
40.M* /itan Day
Manual Eatonsine 1995
 
63. ForBasms end slabs
(Based on 700 2x43 400
6.3.1 Prepaation and Eouning
Carpenter
Hetows
  
832. Enxng sinning and cleaning
  
 
(exazexa4om) 107 w
Considering Average Production 283M 15604
Ps.
   
Menus! Edttion~ STANDARD PRODUCTIVITY RATES
sme 1866
Chasedton 0 hrs per day |
 
70 Steal Reinforcement
Stee Facrs
Hoes
Ps.
1.) Average prodcton rate or
complete operation inclcingexting,
bencng, handling, pacing and tig
2) Average production ree for
fancing plecng ane
 
 
 
8.0 Masancy
Average Protuction
3.0 Plaster Works
9.1 Intact Plater
Average Production
 
cml Blase
Maser
Helper
Average Production
‘Manus Edition
 
 
 
147 kg /Man Day
259 g/t
 
1 Na
15.No,
5.3 W)Man Day ©
1 Ne
2 Nos.
63M Man
 
2 Nos.
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