PRODUCTIVITY RATES

S.No. Man/Hr Unit

TEMPORARY FACILITES

Excavation
,. Soft Soil (Hand Tools) 1H Hand Tools M / Day 3
b. Hard Soil (Hand Tools) 1H Hand Tools M / Day 1
,. Soft Soil -- Shovel M' / He 40
d. Hard Soil -- Shovel M / Hr 25
e. Soft Soil -- lC.B M / Hr 20
f. Hard Soil -- lC.B M' / He 10
Backfillmg
,. Filling in foundation, plinth -- Shovel M / Hr 30
b. Lavel, Compaction 1H Roller Compr. ML / Day 100
,. Spreading 200 mm laye (Subkha, Roadbase) -- Shovel M / Hr 100
d. Compaction 200 mm laye (Subkha, Roadbase) 1H Roller Compr. M / Day 200

Interlock Paving
,. Compaction / Leveling 2H Roller Compr. M / Day 200
b. Spreading Sand and Burshing 2H ML / Day 200
,. Laying Tiles 1 M +2 H M / Day 60
d. Filling I Compaction 1H Plate Compr. M / Day 150
Precast Kerb Stone

Shuttering (with supports)

,. Shutt. Of Blinding lC+1H M / Day 35
b. Shutt. Of Footing (Plywood) lC+1H ML / Day 15
,. Shutt. Of Footing (Plates) lC+1H M / Day 20
d. Shutt. Of Stub Column 1C+1H M / Day 5
e. Shutt. Of Strap / Tie Beam (Plywood) 1C+1H ML / Day 12
f. Shutt. Of Strap / Tie Beam (Plates) 1C+1H M / Day 20
g. Shutt. Of Walls 1C+1H M / Day 14
h. Shutt. Of Column 20 x 20 1C+1H ML / Day 10
;, Shutt. Of Column 20 x40 1C+1H M / Day 10
j. Shutt. Of Beam with support 1C+1H M / Day 12
k. Shutt. Of Roof Slab 1C+1H ML / Day 10
I. Shutt. Of Lintel 1C+1H M / Day 6
m. Shutt. Of Copying Beam 20x20cm 1C+1H M / Day 6
,. Shutt. Of Parapet 1C+1H ML / Day 12
o. Shutt. Of Arch Lintel 1C+1H M / Day 6
p. Expansion Joint / Ground Slab 1C+1H R.M / Day 70
q. Shutt. Of beam & cloumn for 8m to 12m high 1C+1H ML / Day 8
L shutt. Of Staircase 1C+1H M / Day 12
,. De-shuttreing Works 20 % of shuttering works
CONCRETE REINFORCEMENT
Reinforcement (Tighting for Cut & Bend Steel)
,. Reinf. Of Footing 1SF+1H KG / Day 400
b. Reinf. Of Stub Column 1SF+1H KG / Day 250
,. Reinf. Of Strap Beam 1SF+1H KG / Day 300
d. Reinf. OfTie Beam 1SF+1H KG / Day 350
e. Reinf. Of Wall 1SF+1H KG / Day 400

C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, EI = Elec, PI = Plumber
 PRODUCTIVITY RATES
f. Reinf. Of Column 1 SF + 1 H KG / Day 300
g. Reinf. Of Beam 1 SF + 1 H KG / Day 300
h. Reinf. Of Solid Slab 1 SF + 1 H KG / Day 300
i. Reinf. Of Lintel 1 SF + 1 H KG / Day 150
j. Reinf. Of Copying beam 20x20cm 1 SF + 1 H KG / Day 200
k. Reinf. Of Parapet 1 SF + 1 H KG / Day 300
l. Reinf. Of Arch Lintel 1 SF + 1 H KG / Day 150
m. Reinf. Of StairCase 1 SF + 1 H KG / Day 250
Mesh Reinforcement
a. Mesh Reinforcement 1 SF + 2 H M2 / Day 300
CAST IN PLACE CONCRETE
Casting Concreting (Ready Mix)
2
a. Cast. Blinding 5cm 1M+2H M / Day 30
b. Cast. Blinding 10cm 1M+2H M2 / Day 40
2
c. Cast. Blinding 5cm, 10cm 2M+4H Pump M / Day 250
d. Cast. Of Footing 2M+4H M3 / Day 40
e. Cast. Of Footing (Pump) 3M+8H Pump M3 / Day 120
f. Cast. Of Strap / Tie Beams 1M+6H M3 / Day 20
3
g. Cast. Of Tie Beams (Pump) 2M+6H Pump M / Day 50
h. Cast. Of Ground Floor Slab 10cm 3M+5H M3 / Day 30
i. Cast. Of Ground Floor Slab 15cm 3M+5H M3 / Day 45
3
j. Cast. Of Ground Floor Slab 20cm 3M+5H M / Day 60
k. Cast. Of Wall 1M+1C+3H Pump M3 / Day 40
l. Cast. Of Column 1M+4H M3 / Day 4
m. Cast. Of Beam of Slab 1M+4H M3 / Day 12
n. Cast. Of Roof Slab 2M+2C+5H Pump M3 / Day 50
o. Cast. Of Lintel 1M+2H Nos. / Hour 4
p. Cast. Of Copying beam 20x20cm (upto 2.5m) 1C+5H RM / Day 150
q. Cast. Of Copying beam 20x20cm (above 2.5m) 1C+5H RM / Day 60
r. Cast. Of Parapet 1M+1C+4H Pump M3 / Day 10
3
s. Cast. Of Arch Lintel 1M+3H M / Day 5
t. Cast. Of Neck Column 1M+3H M3 / Day 4
u. Cast. Of Staircase 1C+1H M3 / Day 12
4 MASONRY
BLOCK WORK
Solid Block
a. 200mm Solid Block upto 2.5m Height 1M+2H Nos. / Day 140
Hollow Block
a. 100mm Hollow Block upto 2.5m height 1M+1H Nos. / Day 150
b. 100mm Hollow Block upto 2.5m to 6m height 1M+2H Nos. / Day 140
c. 150mm Hollow Block upto 2.5m height 1M+1H Nos. / Day 150
d. 200mm Hollow Block upto 2.5m height 1M+1H Nos. / Day 180
e. 200mm Hollow Block upto 2.5m to 6m height 1M+2H Nos. / Day 140
f. 200mm Block Work above 6m height 1M+2H Nos. / Day 100
g. 200mm Block Work including pointing 1M+1H Nos. / Day 120
Claustra Block
a. Claustra Block 200 x 200 1M+1H M2 / Day 10
b. Claustra Block 150 x 150 1M+1H M2 / Day 8
5 METALS
STRUCTURAL METAL FRAMING
Steel Structure
a. Painting of steel structure columns 1P+1H M2/Day/Coat 50
b. Painting of steel structure rafters 1P+1H M2/Day/Coat 40
Erection of steel structure main frame
c. 3E+3H M2/Day 250
(Eave height up to 6m span up to 25m)
Erection of steel structure main frame 2
d. 3E+3H M /Day 175
(Eave height mor than 6m span up to 36m)
2
e. Fixing of Single Skin Sheet (Roof) 3E+3H M /Day 350
f. Fixing of Single Skin Sheet (Wall) 3E+3H M2/Day 150
g. Single skin with fiber Glass insulation (Roof) 3E+3H M2/Day 250
h. Single skin with fiber Glass insulation (Wall) 3E+3H M2/Day 100
2
i. Sandwich Panels (Roof) 3E+3H M /Day 250
j. Sandwich Panels (Wall) 3E+3H M2/Day 150

C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Elec, Pl = Plumber
 PRODUCTIVITY RATES
k. Corner Flashing & Trims, etc 1E+3H Rm/Day 80
l. 4m x 4m double Sliding Door 1E+3H No. 1
m. Wall or Roof opening + Frames (1.0m x 1.0m) 1E+3H No. 8
n. Ridge Ventilator 1E+3H No./Day 6
o. Gutter / Down Spout 1E+3H Rm/Day 70
6 MOISTURE THERMAL CONTROL
WATER PROOFING & DAMP PROOFING
Polythene Sheet
a. Polytheen under footings 1C+1H M2/Day 200
b. Polytheen under slab 1C+1H M2/Day 1000
c. Polytheen under tie beams 1H Rm/Day 200
Bitumin Paint
2
a. Cold Bituminous Painting 1H M /Day/Coat 100
b. Hot Bituminous Painting 2H M2/Day/Coat 60
Bituminous Membrance
2
a. Bituminous Membrance + Protection Board 1C+1H M /Day 30
SEALERS
Construction Joint
a. Flexel Board 1C+1H RM /Hr 18
b. Sealant 1H RM /Hr 7
8 FINISHES
PLASTER
Internal Plaster
a. Ceiling Plaster 1M+1H M2/Day 10
b. Wall plaster up to 3m Height 1M+1H M2/Day 20
c. Wall plaster 3m to 6m Height 1M+2H M2/Day 17
d. Wall plaster above 6m Height 1M+2H M2/Day 15
e. Fixing of Plaster Mesh 1C+1H Rm/Day 90
f. Fixing of Corner beed 1M+1H Rm/Day 30
External Plaster
a. Wall plaster up to 3m Height 1M+1H M2/Day 20
b. Wall plaster 3m to 6m Height 1M+2H M2/Day 18
c. Wall plaster above 6m Height 1M+2H M2/Day 15
TILES
Mosaic
a. Floor Mosaic Tiles 1M+1H M2/Day 15
b. Mosaic Skirting 1M+1H Rm/Day 40
c. Mosaic Steps (Riser & Tread) 1M+1H Rm/Day 14
d. Mosaic Polishing 1 Po + 1 H M2/Day 100
Ceramic
2
a. Fixing of Ceramic Wall Tiles (Glue Type) 1M+1H M /Day 10
b. Grouting of Ceramic Wall Tiles 1M+1H M2/Day 30
c. Fixing of Ceramic Wall Tiles (Cement Mortar Type) 1M+1H M2/Day 8
d. Fixing of Ceramic Floor Tiles 20 x 20cm 1M+1H M2/Day 12
e. Fixing of Ceramic Floor Tiles 30 x 30cm 1M+1H M2/Day 15
f. Fixing of Ceramic Floor Tiles 50 x 50cm 1M+1H M2/Day 20
g. Grouting of Ceramic Floor Tiles 1M+1H M2/Day 40
h. Ceramic Skirting 1M+1H Rm/Day 30
PVC Tiles
a. PVC Tiles 1M+1H M2/Day 35
b. PVC Skirting 1M+1H Rm/Day 40

Marble
a. Marble Wall 1M+1H M2/Day 6
b. Marble Floor 1M+1H M2/Day 15
c. Marble Skirting 1M+1H Rm/Day 30
d. Marble Steps (Riser & Treads) 1M+1H Rm/Day 10

Floor Screed (50mm)

a. Floor Screed (50mm) 1M+1H M2/Day 50
b. Cement Skirting 1M+1H Rm/Day 25

Wooden Skirting

C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Elec, Pl = Plumber
 PRODUCTIVITY RATES
a. Timber 1C+1H Rm/Day 100

Thershold
a. Thershold 1M Rm/Day 10

False Ceiling
a. False Ceiling ‐ Suspended Type 1 C + 1H M2/Day 30

Dry Wall Partition

a. Dry wall Partition 1 C + 1H M2/Day 20

PAINTING & WALL COVERINGS

Tyrolene (Cullamix)
a. Tyrolene over plastered surface 1M+1H M2/Day/Coat 100
2
b. Tyrolene over block wall 1M+1H M /Day/Coat 100
Normal Paint
a. Primer 1P M2/Day/Coat 200
b. Stucco (Putty) 1P M2/Day/Coat 80
2
c. Emulsion Paint 1P M /Day/Coat 100
d. Oil Paint 1P M2/Day/Coat 60
Epoxy Painting
2
a. Epoxy Painting 1P+1H M /Day/Coat 50

9 MECHANICAL
COPPER & PVC PIPES
Copper & PVC Pipes
a. 1/2" to 1" Copper Pipe (Hot water) 1 Pl + 1 H Rm/Day 12
b. 1/2" 1 1/2" PVC Pipe 1 Pl + 1 H Rm/Day 20
c. 2" to 3" PVC Pipe 1 Pl + 1 H Rm/Day 75
d. 3" to 6" PVC Pipe 1 Pl + 1 H Rm/Day 60

PLUMBING FIXTURES
Plumbibg Fixtures
a. Shower Tray 1 Pl + 1 H Nos. / Day 2
b. Kitchen Sink 1 Pl + 1 H Nos. / Day 2
c. Urinals + Partition 1 Pl + 1 H Nos. / Day 3
d. Wash Basin 1 Pl + 1 H Nos. / Day 2
e. W/C Asian 1 Pl + 1 H Nos. / Day 2
f. W/C Western 1 Pl + 1 H Nos. / Day 2
g. Bidet 1 Pl + 1 H Nos. / Day 2
h. Booster Pump 1 Pl Nos. / Day 1
i. Manhole 60cm to 90 cm 1M+1H Nos. / Day 2
PLUMBING APPLIANCES
Plumbing Appliances
a. Water Heater 1 Pl + 1 H Nos. / Day 2

10 ELECTRICAL
ELECTRICAL
Race Ways
a. Conduits 1 El + 1 H Rm/Day 50
b. Trunking 1 El + 1 H Rm/Day 50

Conductors & Crounding

a. Laying Cables 1 El + 2 H Rm/Day 150

Wiring
a. Wiring 1 El + 1 H Rm/Day 300

Boards
a. D.B's 1 El + 1 H Nos. / Day 2
b. M.D.B's 1 El + 1 H Nos. / Day 1

C = Carpenter, M = Mason, P = Painter, SF = Steel Fitter, E = Erector, H = Helper, Po = Polisher, El = Elec, Pl = Plumber
 Block Check
Court and ministry
Budget unit for Block works 6892.5
400mm thick wall M2 2,998 5 M2 599.6
300mm thick wall M2 5,577 6 M2 929.5
Quantities

200mm thick wall M2 31,539 7 M2 4505.571429

150mm thick wall M2 45 8 M2 5.625
100mm thick wall M2 7,811 9 M2 867.8888889 Variance
47,970 total 6908.185317 -15.6853
Block analysis
Number of
M2 M3
size (.4*.2*.2) block daily
1 0.4 25 5 m2/day 125
1 0.3 18.75 6 m2/day 112.5
1 0.2 25 7 m2/day 175
1 0.15 18.75 8 m2/day 150
1 0.1 12.5 9 m2/day 112.5

Activity ID Activity Name Start Finish Remaining Labor Units

Block 371 14-Aug-16 6-Nov-17 4190.37
Block 287 15-Nov-16 28-Oct-17 2702.13

6892.5

DIVISION 09 - FINISHES
Section 09 24 00 - Cement Plastering

Budget Manday
Cor&Ministry Plaster 852.74
Court Plaster 4555.23
Ministry Plaster 3406.56
facad Plaster 0
8814.53
Aver.
Rate/day
To Walls 67124 M2 14 4794.571429
To Ceiling 8,571 M2 11 779.1363636
AAD#05 A11-5 BASEMENT CEILING PLASTER
To walls and ceiling
for the dry areas 42021.38824 M2 13 3232.41448
8806.122272 8.407728154

Division 31, Section 31 23 23 Fill

Budget Manday
Cor&Ministry Backfill 250
Court Backfill 3412
Ministry Backfill 1274
4936
Aver.
Rate/day
68124.5 M3 25 2724.98 Roller
Back Filling
M3 30 283.8520833 Shovel
M3 36 1892.347222 6 wheel.

4901.179306 34.82069444

Section 09 90 00 - Painting and Coating Activity ID Activity Name Budget Units

One coat of Antiseptic, 1 Cor&Ministry paint 320.04
One coat of Antiseptic, 1 Court paint 1953.87
Section 09 91 00 - Painting 6,383 Ministry paint 1388.85
Section 09 91 00 - Painting (Cont'n) 66,753 facad paint 0
3662.76
Aver. /day

Paint 73,136 M2 80 2742.6 3 layer

Cielling paint 68,453 M2 75 912.7066667

3655.306667 7.453333333