Analysis of rates SI

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GOVERNMENTOFTHE REPUBLIC OFTHE UNION OF MYANMAR
MINISTRY OF CONSTRUCTION
PUBLIC WORKS

ANALYSIS OF RATES
FOR

BUILDING WORKS

SECOND EDITION JUNE 2013

INDEX

Schedule Name of Work PAGE
No.
1-4
I EARTH WORK 5-8
9-18
II MORTAR 19-21
22-25
III CONCRETE (HAND MIXED) 26-29
30-32
IV REINFORCED CONCRETE (HAND MIXED) 33-36
37-41
REINFORCED CONCRETE (MACHINE MIXED) 42-52
53-61
V BRICK WORK 62-69
70-74
VI STONE WORK 75-83
84-93
VII PLASTERING AND POINTING 94-95
96-98
VIII WOOD WORK 99-104
105-130
IX DOOR AND WINDOW

X FLOORING

XI WALLING

XII CEILING

XIII ROOFING

XIV PAINTING AND WASHING

XV SHUTTERING AND SCAFFOLDING

XVI FENCING

XVII IRON AND STEEL WORK

MISCELLANEOUS NOTES AND TABLES

1
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

I. EARTH WORK

1(A) Site Clearing Including Cutting Trees and Bushes L.S … (According to site
and Dressing.
(For 1 cum) condition)

1(B) Site Cleaning (For 100 sqm) Man-Day 2.7
Worker

2 Earth Work in Excavating Foundation in Ordinary

Soil to a Depth of 1.5 m and Removing the Excavated

Materials as Directed Within 30.5 m

(For 10 cum)

Workers Man-Day 5.30
…
Sundries L.S

3 Earth Work in Excavating Foundation in Medium

Soil to a Depth of 1.5 m and Removing the Excavated

Materials as Directed Within 30.5 m

(For 10 cum)

Workers Man-Day 7.1
…
Sundries L.S

4 Earth Work in Excavating Foundation in Hard

Soil to a Depth of 1.5 m and Removing the Excavated

Materials as Directed Within 30.5 m

(For 10 cum)

Workers Man-Day 10.6
…
Sundries L.S

5 Earth Work in Ordinary Soil with Excavated Earth Man-Day 1.8
Filling in 150 mm Layers Watering and Ramming " 2.7
within 30.5 m " 0.9
(For 10 cum) L.S …
Worker L.S …
Worker for carrying and ramming
Worker for watering
Sundries
Water Charges

2
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

I. EARTH WORK---- contd. Man-Day 4.4
L.S …
6 Earth Work over Areas in Ordinary Ground in
Cutting and Levelling Site Including Carrying
away Surplus Spoils Spreading and Levelling
within 30.5 m
(For 10 cum )
Workers
Sundries

7 Earth Work in Excavation over Areas in Cutting Man-Day 8.9
and Levelling in Hard Soil Including Disposal of L.S …
Surplus Spoil not Exceeding 30.5 m
(For 10 cum )
Workers
Sundries

8(A) Excavating in Medium Soil and Filling and Forming

Embankment, Lead 30.5 m, Lift 1.5 m

(For 10 cum )

Maistry Man-Day 0.4
5.3
Digger " 3.5
…
Worker for carrying " …

Sundries L.S

Water Charges L.S

8(B) Earth Work in Excavating, Clayey and Silty Soil, cum 0.4
Lead 30.5 m, Lift 1.5 m High. L.S …
(For 10 cum) Man-Day 10.6
Sand
Sundries
Worker

9 Excavate and Filling and Forming Embankment Man-Day 0.6
and Lead 30.5 m, Lift 30.5 m " 5.3
" 7.1
(For 10 cum) …
Maistry L.S …
Digger L.S
Workers for carrying
Sundries
Water Charges

3
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

I. EARTH WORK---- contd. Man-Day 1.8

10 Earth Work ( Items 2,3 & 4) Extra for Every
Additional 1.5 m Depth.
(For 10 cum)
Worker

11 Earth Work (Items 2,3 & 4) Extra for Every Man-Day 1.8
Additional 30.5m Lead.
(For 10 cum)
Worker

12 Sand Filling, Watering and Ramming. cum 12.5 25% wastage
(For 10 cum) Man-Day 1.8
1.8
Sand " …
Worker for carrying and ramming L.S …
Worker for watering L.S
Sundries
Water Charges

13 Digging Post Holes under 1 sqm in any Soil Man-Day 1/5
Average 1 m Depth. Man-Day
(For each hole) ⅓
Digger

14 Digging Post Holes under 1 sqm square not
Exceeding 1 m Depth in Each Hole in Hard Soil
Part Return and Fill.
(For each hole)

Digger

15 Digging Post Holes not Exceeding 1 cum in Each Man-Day ½
Hole in Medium Soil, Part Return and Fill.
(For each hole)

Digger

16 Digging Post Holes not Exceeding 1 cum In Each Man-Day ½
Hole in Ordinary Soil, Part Return and Fill.
(For each hole)

Digger

4
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

I. EARTH WORK---- concld. Man-Day ¾
" ½
17 Digging Post Holes not Exceeding 1 cum In Each
Hole in Hard Soil. L.S …
(For each hole)
Digger
Worker
Sundries

18 Digging Drain 0.5 m at Top 0.2 m at Bottom and Man-Day 6.6
Average Depth 0.3 m(Ordinary Soil). L.S …
(For 100 m)
Workers Man-Day 9.8
Sundries L.S …

19 Digging Drain 0.5 m at Top 0.2 m at Bottom and
Average Depth 0.3 m (Hard Soil).
(For 100 m)
Workers
Sundries

20 Digging Latrine Pit of any Size up to 3 m Depth Man-Day 11.9
in Hard Soil. L.S …
(For 10 cum)
Workers
Sundries

21 Earth Work in Digging in Sand or Clay or Laterite Man-Day 10.6
up to 3 m Initial Depth. L.S …
(For 10 cum)
Workers
Sundries

22 Earth Work Extra for Every Additional 1.5 m Lift. Man-Day 1.3
(For 10 cum)

Worker

23 Staking Works for Preparation of Foundation. cum 9.1
(For 100 m x 100 m) kg 36.5
Man-Day 10.7
Timber " 53.7
Wire Nail " 107.5
Surveyor
Carpenter
Worker

5
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

II. MORTAR kg 6635.5
cum 9.2
1 Cement Mortar 1:2 Man-Day 14.1
(For 10 cum) L.S …

Cement 1.3 cum
Sand
Workers for mixing
Water Charges

2 Cement Mortar 1:3 kg 4760.3
(For 10 cum) cum 10.0
Man-Day 14.1
Cement 0.9 cum L.S …
Sand
Workers for mixing kg 3606.3
Water Charges cum 10.0
Man-Day 14.1
3 Cement Mortar 1:4 L.S …
(For 10 cum)
kg 2404.2
Cement 0.7 cum
Sand cum 1.7
Workers for mixing " 10.0
Water Charges 14.1
Man-Day …
4 Composite Mortar for Plaster 1:1:6 L.S
(For 10 cum)
kg 6924.1
Cement 0.5 cum " 346.2
cum 9.6
Lime Man-Day 14.1
Sand L.S …
Workers for mixing
Water Charges kg 2404.2
cum 10.0
5 Damp Proof Cement Mortar 1:2 with 5%
Impermo by weight of Cement.
(For 10 cum)
Cement 1.5 cum
Impermo
Sand
Workers for mixing
Water Charges

6 Cement Mortar 1:6
(For 10 cum)

Cement 0.5 cum
Sand

6
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

II . MORTAR----- contd. Man-Day 14.1
L.S …
Workers for mixing
Water Charges

7 Lime Mortar 1:2 cum 4.6
(For 10 cum) " 9.2
14.1
Lime Man-Day …
Sand L.S
Workers for mixing
Water Charges cum 5.0
" 5.0
8 Lime Mortar 1:1:1 " 5.0
(For 10 cum) 24.7
Man-Day …
Lime L.S
Sand
Surkhi
Workers for mixing
Water Charges

9 Lime Mortar 1:1:1 for Small Work. cum 5.0
(For 10 cum) " 5.0
" 5.0
Lime 28.3
Sand Man-Day …
Surkhi L.S
Workers for mixing
Water Charges

10 Lime Mortar 2:3:1 for Plaster. cum 5.0
(For 10 cum) " 7.5
" 2.5
Lime 24.7
Sand Man-Day …
Surkhi L.S
Workers for mixing mortar
Water Charges cum 5.0
" 7.5
11 Lime Mortar 2:3:1 Plaster for Small Work. " 2.5
(For 10 cum) 28.3
Man-Day …
Lime L.S
Sand
Surkhi
Workers
Water Charges

7
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

II . MORTAR----- contd. kg 2308.0
cum 3.2
12 Composite Mortar for Plaster 1:2:6
(For 10 cum) " 10.0
Man-Day 14.1
Cement 0.5 cum
Lime L.S …
Sand
Workers for mixing
Water Charges

13 Mud Mortar cum 10.0
(For 10 cum) Man-Day 7.1
…
Selected suitable clay (mud) L.S
Workers for mixing including water
Water Charges

14 Lime Mortar 1:1 (For 10 cum)

Lime (slaked) cum 7.5
Sand " 7.5
Workers 14.1
Water Charges Man-Day …
L.S

15 Composite Mortar 1:½:4 cum 2.4
" 1.2
(For 10 cum) " 9.7
Cement 14.1
Lime Man-Day …
Sand L.S
Workers
Water Charges

16 Damp Proof Cement Mortar 1:2 with 2% Impermo kg 6924.1
by weight of Cement. " 137.8
(For 10cum) cum 9.6
Cement Man-Day 14.1
Impermo L.S …
Sand
Worker
Water Charges

8
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

II . MORTAR----- concld. kg 6924.1
" 48.1
17 Damp Proof Cement Mortar 1:2 with 0.7% Water cum 9.6
Proof Powder by weight of Cement. Man-Day 3.5
(For 10 cum) " 10.6
Cement L.S …
Admixture Powder
Sand
Head Worker
Worker
Water Charges

9
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

III. CONCRETE ( HAND MIXED)

1 Cement Concrete with Stone Ballast 38 mm Gauge kg 2308.0
1:3:6. cum 9.6
( For 10 cum)
Cement 0.2 cum " 4.8
Stone ballast 38 mm gauge Man-Day 3.5
Sand
Mason " 28.3
Workers L.S …
Water Charges

2 Cement Concrete 1:2:4 with 6 mm to 20 mm kg 3317.8
Stone Chippings or River Shingle Aggregate. cum 9.2
( For 10 cum)
Cement 0.2 cum " 4.6
Stone Man-Day 3.5
Sand
Mason " 35.3
Workers L.S …
Water Charges

3 Mixing only Cement Concrete 1:2:4 with 12 mm Man-Day 3.5
to 20 mm Gauge Stone Chipping or " 17.7
River Shingle Aggregate.
( For 10 cum)
Mason
Workers

4 Cement Concrete with 20 mm Stone Ballast or kg 2740.8
cum 9.4
River Shingle Aggregate 1:2½:5.
" 4.7
( For 10 cum) Man-Day 3.5
Cement 0.2 cum
Stone ballast 20 mm gauge " 35.3
Sand L.S …
Mason
Workers
Water Charges

5 Cement Concrete 1:1½:3 with 6 mm to 20 mm kg 4471.8
cum 9.2
Gauge Stone or River Shingle Aggregate.
( For 10 cum)

Cement
Stone or river shingle 6 mm to 20 mm gauge

10
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

III. CONCRETE ( HAND MIXED)-----contd.

Sand cum 4.6
Mason Man-Day 3.5
Workers 35.3
Water Charges " …
L.S

6 38 mm thick Cement Concrete 1:2:4 with 5% kg 1210.9
Impermo to the weight of Cement for Damp " 58.6
Proof Course. cum 1.2
( For 100 sqm ) " 0.6
Cement 0.1 cum Man-Day 10.8
Impermo " 10.8
Stone ballast 6 mm to 20 mm gauge L.S …
Sand
Mason
Worker
Water Charges

7 Cement Concrete 1:2:4 with Ironite 10% to the kg 3029.3
weight of Cement. " 302.9
( For 10 cum) cum 9.2
Cement 0.2 cum " 4.6
Ironite Man-Day 3.5
Stone ballast 6 mm to 20 mm gauge " 35.3
Sand L.S …
Mason
Workers
Water Charges

8 25 mm thick Cement Concrete 1:2:4 with 5% kg 844.7
Impermo to the weight of Cement for Damp " 42.7
Proof Course. cum 2.5
( For 100 sqm )
Cement cum 1.2
Impermo Man-Day 8.1
Stone chipping or river shingle 8.1
(6 mm to 20 mm gauge) " …
Sand L.S
Mason
Worker
Water Charges

11
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

III. CONCRETE ( HAND MIXED)-----contd.

9 Cement Concrete 1:6:12 using 6 mm to 20 mm kg 1226.1
Stone or River Shingle Aggregate in Foundation. cum 5.1
( For 10 cum)
Cement " 10.2
Sand
Stone or river shingle aggregate Man-Day 3.5
(6 mm to 20 mm gauge) " 35.3
Mason L.S …
Workers
Water Charges

10 Cement Concrete 1:4:8 with 20 mm to 38 mm kg 1875.3
Stone or River Shingle Aggregate. cum 5.2
( For 10 cum)
Cement " 10.4
Sand Man-Day 3.5
Stone or river shingle aggregate
Mason " 35.3
Workers L.S …
Water Charges

11 Lime Concrete (1:1:1:6) with Gravel Aggregate. cum 10.0
( For 10 cum) " 3.8
1.8
Gravel Man-Day 24.7
Lime mortar 1:1:1 " …
Mason L.S …
Workers L.S
Sundries
Water Charges

12 Lime Concrete 1:1:4 in Foundation using Medium cum 3.4
Brick Aggregate. " 10.0
( For 10 cum) 1.8
Lime mortar Man-Day 24.7
Brick bat aggregate " …
Mason L.S …
Workers L.S
Sundries
Water Charges

12
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

III. CONCRETE ( HAND MIXED)-----contd.

13 Lime Concrete 1:2:6 with Gravel or Broken cum 10.0
Brick Aggregate. " 1.8
( For 10 cum) " 3.5
Gravel 1.8
Lime Man-Day 35.3
Sand " …
Mason L.S
Workers
Water Charges

14 Lime Concrete (1:1:1:6) with Broken Brick or cum 10.0
Stone Ballast. " 3.4
( For 10 cum) 1.8
Stone or brick ballast 38 mm gauge Man-Day 24.7
Lime mortar 1:1:1 " …
Mason L.S …
Workers L.S
Sundries
Water Charges

15 Composite Concrete with Stone Ballast, River kg 1298.3
Shingle or Hill Gravel, 1:2:5:10. cum 9.0
( For 10 cum)
Cement 0.1 cum " 1.8
Stone ballast 20 mm gauge, river shingle or " 4.5
hill gravel Man-Day 3.5
Lime " 35.3
Sand L.S …
Mason
Workers
Water Charges

16 Cement Concrete (1:3:5) using Medium Fine Stone, cum 1.8
or River Shingle Aggregate. " 5.4
( For 10 cum) " 8.9
Cement
Sand Man-Day 3.5
Stone or river shingle aggregate " 35.3
(20 mm to 38 mm) L.S …
Mason
Workers
Water Charges

13
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

III. CONCRETE ( HAND MIXED)-----contd.

17 Mixing only Granolithic Mix (1:2½) with 6 mm Down

Granite Chippings with Ordinary Cement.

( For 10 cum)

Cement kg 5718.8

Sand cum 0.7

6 mm granite chippings " 10.4

Mason Man-Day 3.5

Workers " 17.7

Water Charges L.S …

18 Mixing only Granolithic Mix (1:2) with 6 mm Down

Granite Chippings in Ordinary Cement.

( For 10 cum)

Cement kg 6924.1

Sand cum 0.9

6 mm granite chippings " 9.6

Mason Man-Day 3.5

Workers " 17.7

Water Charges L.S …

19 Mixing only Terrazzo Mix (1:3) with 6 mm Marble kg 5193.0
Chippings in Coloured Cement. cum 10.8
( For 10 cum) Man-Day 3.5
Colour-crete
6 mm marble chippings " 17.7
Mason L.S …
Workers
Water Charges

20 Mixing only Terrazzo Mix (1:2) with 6 mm Down kg 6924.1
Marble Chippings in Coloured Cement. cum 9.6
( For 10 cum) Man-Day 3.5
Colour-crete
6 mm marble chippings " 17.7
Mason L.S …
Workers
Water Charges

14
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

III. CONCRETE ( HAND MIXED)-----contd.

21 Timber Shuttering (Form Work). cum 4.6 (1) Add one more
( For 100 sqm ) sqm 110.0 carpenter for beams,
kg 14.6 lintels and walls.
Timber scantling … (2)Add two more
Timber planks 25 mm Each … carpenters for stairs
Nails and spikes 43.1 and columns.
M.S. bolts and washers if required " 21.5 (3)Add two more
Carpenters carpenters for T&G.
Workers Timber work.
(4)Add one more
carpenter and one
more worker for
each additional
storey height.
(5) Shuttering can be
used-a minimum of
2 times.
(6)Add Timber planks
1 sqm, for T&G work.
(7) Increase material
and labour two times
for round columns.

22 Marking for Flooring, Walling, Ceiling Works etc. L.S …
( For 10 sqm ) L.S …
Man-Day 2.1
Marking Ink
Plumb Bob
Worker

23 Providing and Fixing Required Materials for m 103.3 5% wastage
Expansion Joints. " 113.2
(For 100 m) L.S
Plastic Strip/Bronze Strip/Aluminium Strip Man-Day …
Timber plank (150 mm-300 mm) " 3.3
Concrete Nails 6.6
Carpenter
Worker

15
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

III. CONCRETE ( HAND MIXED)-----contd.

24 Providing and Fixing Water Stopper for m 10.5 5% wastage
Construction Joints. kg 0.5
( For 10 m ) Man-Day 1½
PVC Water Stopper 150 mm-300 mm Width
Binding Wire
Worker

25 Providing and Fixing Hydroswelling Waterstoppers m 10.0
for Construction Joints. kg 0.9
( For 10 m ) Man-Day 1.0
Hydroswelling Waterstoppers (25mmx 20mm) " 1.0
Concrete Nails
Head Worker
Worker

26 Providing and Fixing Rubber Waterstopper for m 10.5 5% wastage
Construction Joints. Man-Day 1.0
( For 10 m ) 1.0
Rubber Waterstopper 200 mm width "
Head Worker
Worker litre 3.9
Man-Day 1.0
27 Caulking for Waterproofing Works.
(For 100 m)

Sealant (Silicon/Polyurethane)
Worker

28 Waterproofing for Swimming Pool, Bath & W/C,
Ground Tank, Retaining Wall, Roof Slab, Roof
Deck, and Wet Areas.

(A) Coating Type : Liquid litre 21.5
( For 10 sqm ) No 1.1
" 1.1
Liquid Polyurethane Type (1 mm) : 2 Coats Man-Day 1.1
Roller " 2.1
Brush
Head Worker
Worker

16
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

III. CONCRETE ( HAND MIXED)-----contd.

(B) Coating Type : Liquid+Powder kg 18.3
( For 10 sqm ) No 1.1
" 1.1
5 kg (Liquid)+12 kg ( Powder) : 2 Coats Man-Day 1.1
Roller " 2.1
Brush
Head Worker
Worker

(C) Coating Type : Powder kg 16.1
( For 10 sqm ) No 1.1
" 2.1
Crystalline Capillary Coat (1 mm) : 2 Coats Man-Day 1.1
Roller " 3.2
Brush
Head Worker
Worker

(D) Coating Type : Membrane (Self Adhesive) sqm 10.5 5% wastage
( For 10 sqm ) litre 2.1
No 1.1
Self-Adhesive Bitumen Membrane (2 mm) 1.1
Primer " 11.3
Roller m 1.1
Brush Man-Day 2.1
Protection Board "
Head Worker
Worker

(E) Coating Type : Membrane (Torch on Membrane) sqm 10.5 5% wastage
( For 10 sqm ) litre 2.1
kg 0.2
Bitumen Membrane (4 mm) No 1.1
Primer 1.1
Gas " 0.6
Roller litre …
Brush L.S …
Sealant L.S 1.1
Flashing Aluminium Man-Day 2.1
Torch
Head Worker "
Worker

17
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

III. CONCRETE ( HAND MIXED)-----contd.

CONCRETE ADMIXTURE

29 Providing Water Proofing Admixtures for
Water-Retaining Structure.

Water Proofing Admixtures
0.2-0.5 % By Weight of Cement
(No Extra Labour Should Be Provided. Use During
Concreting Process)

30 Providing Water Reducing Concrete Admixtures.
(As Hardening Accelerator for High Early
Strength Concrete)

Water Reducing Concrete Admixture
0.6-2.5 % By Weight of Cement
(No Extra Labour Should Be Provided. Use During
Concreting Process)

SHOTCRETE ADMIXTURES / GUNITE MORTARS

31 Providing Accelerating and Waterproofing
Shotcrete Admixtures.
(For Dry or Wet Shotcrete Mixes)

Shotcrete Admixture (Liquid Type)
3.7 % By Weight of Cement
(No Extra Labour Should Be Provided. Use During
Concreting Process)

32 Providing Accelerating and Waterproofing
Shotcrete Admixtures.
(For Dry Shotcrete Mixes)

Shotcrete Admixture (Liquid Type)
2.4 % By Weight of Cement
(No Extra Labour Should Be Provided. Use During
Concreting Process)

18
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

III. CONCRETE ( HAND MIXED)-----concld.

MORTAR ADMIXTURES

33 Providing Bonding Agent and Waterproofing
Admixtures.
(For this Layer Patching, Floor Screeds, Concrete
Repair Mortars)

Waterproofing Admixture L.S …
Bonding Agent : Water ( 1:1 to 1:4 )
Water Charges

34 Providing Normal Setting Mortar Plasticizer.
(For Brick Work and Block Work Mortar)

Plasticizer
0.03-0.2 % By Weight of Cement

35 Providing Expanding Grout Admixtures. Man-Day 1
(For Grouting Pre-Stressed Cable Duets, Rock L.S …
and Soil Anchoring)

Grout Admixture
1.2 % By Weight of Cement

36 Curing Work for 14 days
( For 10 sqm )

Worker
Water Charges

19
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

IV. REINFORCED CONCRETE (HAND MIXED)

1 Reinforced Concrete Work 1:2:4 kg 3317.8
( For 10 cum ) cum 9.2

Cement 0.2 cum " 4.6
Coarse agg : 6 mm to 20 mm gauge Man-Day 7.1
Sand
Masons " 53.0
Workers L.S …
Water Charges

2 R.C.C. 1 : 2½ : 5, Mile, Furlong and Boundary kg 2740.8
Posts " 408.7
( For 10 cum) " 4.8
Cement 0.2 cum cum 9.4
No.6 G.I. Plain Wire " 4.7
Coal tar for filling in letters L.S …
Ballast 6 mm to 20 mm gauge
Sand Man-Day 10.6
Shuttering lump sum allowing same form to be " 70.7
used several times L.S …
Masons
Workers
Water Charges

3 R.C.C. 1:2:4 Intermediate Fence Posts 1.8 m Long, kg 3317.8 5% wastage
150 mm SQ. Base, 100 mm SQ. Top " 1397.6
( For 10 cum ) " 128.2
Cement 0.2 cum cum 9.2
10 mm Ø M.S Rods " 4.6
Binding wire L.S …
Ballast 6 mm to 20 mm gauge
Sand Man-Day 10.6
Shuttering lump sum, allowing same forms to be " 70.7
used several times. L.S …
Masons
Workers
Water Charges

4 R.C.C. 1:2:4, Gate and Corner Posts 2m Long, kg 3317.8 5% wastage
200 mm SQ.Base, 150 mm SQ. Top " 743.7
( For 10 cum )
Cement 0.2 cum
10 mm Ø M.S Rods

20
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

IV. REINFORCED CONCRETE (HAND MIXED)----contd.

Binding wire kg 70.5
Ballast 6 mm to 20 mm gauge cum 9.2
Sand
Shuttering lump sum allowing same forms to be " 4.6
used several times. L.S …
Masons
Workers Man-Day 10.6
Water Charges " 70.7
L.S …

5 R.C.C. Pipe for Culvert 300 mm dia. 0.6 m Long, kg 14.5
60 mm thick, 1:2:4 for One Pipe. sqm 0.7
( 0.05 cum ) kg 0.1
Cement cum 0.1
Triangular mesh RIF style No.245 0.1
Binding wire " …
Ballast 6 mm to 20 mm gauge L.S
Sand Man-Day ⅛
Special Shutterings for pipe ¾
Mason "
Workers …
L.S
Water Charges

6 R.C.C. Pipe 600 mm dia. 0.6 m Long, 60 mm thick kg 27.7
1:2:4 for One Pipe. sqm 1.3
( 0.1 cum ) kg 0.1
Cement 0.1 cum cum 0.1
Triangular mesh RIF style, No.245 0.1
Binding wire " …
Ballast 6 mm to 20 mm gauge L.S
Sand Man-Day ¼
Special shuttering for pipe
Mason " 1½
L.S …
Workers
Water Charges

7 R.C.C. Pipe 900 mm dia. 600 mm Long, 87 mm thick kg 59.0
1:2:4 for One Pipe. sqm 2.0
( 0.2 cum ) kg 0.1
Cement 0.1 cum cum 0.2
Triangular mesh RIF style, No.245
Binding wire
Ballast 6 mm to 20 mm gauge

21
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

IV. REINFORCED CONCRETE (HAND MIXED)----contd.

Sand cum 0.1
Special shuttering for pipe L.S …
Mason Man-Day 1.0
Workers 2.0
Water Charges " …
L.S

8 R.C.C. Pipe 1200 mm dia. 600 mm Long, 125 mm thick

1:2:4 for One Pipe.

( 0.5 cum )

Cement 0.1 cum kg 110.7
2.7
Triangular mesh RIF style, No.365 sqm 0.1
0.5
Binding wire kg 0.1
…
Ballast 6 mm to 20 mm gauge cum 1½
3.0
Sand " …

Special shuttering L.S

Masons Man-Day

Workers "

Water Charges L.S

9 75 mm R.C.C. (1:2:4) using Fine Stone or River Shingle

Aggregate and B.R.C No.10 Including Use and

Waste of Forms and Shutterings.

( For 10 sqm )

R.C.C. 1:2:4 cum 0.8
11.0
B.R.C No.10 fabric fixed sqm 1.0

Shuttering formwork (rate reduced to 1/6 for " 0.8
4.3
reason of repeated use). …

Mason Man-Day

Workers "

Water Charges L.S

10 Curing Work for 14 days Man-Day 1
( For 10 sqm ) L.S …

Worker
Water Charges

22
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

CONCRETE MIXED BY MACHINE

1 Mixing and Placing Cement Concrete 1:3:6 with kg 2308.0
Stone Ballast or River Shingles or Brick agg. cum 10.0
38 mm Gauge Wheeled by Hand in Barrows.
( For 10 cum ) " 5.0
Cement 0.2 cum litre 32.1
Stone ballast, shingles or brick agg. 38 mm gauge Man-Day 3.5
Sand
Fuel " 21.2
Mason " 1.8
Workers L.S …
Machine driver
Water Charges

2 Mixing only Cement Concrete 1:2:4, with 12 mm kg 3317.8
to 20 mm Gauge Stone Chippings on River cum 10.0
Shingle agg. Wheeled by Hand in Barrows.
( For 10 cum ) " 5.0
Cement 0.2 cum litre 32.1
Stone chippings or river shingle Man-Day …
Sand
Fuel " 10.6
Mason " 1.8
Workers L.S …
Machine driver
Water Charges

3 Mixing and Placing Cement Concrete 1:4:8 with

20 mm to 38 mm Stone Ballast or River Shingle agg.

Wheeled by Hand in Barrows.

( For 10 cum )

Cement 0.1 cum kg 1875.3

Stone ballast or river shingle cum 10.5

(20 mm to 38 mm gauge)

Sand cum 5.0

Fuel litre 32.1

Mason Man-Day 3.5

Workers " 28.3

Machine driver " 1.8

Water Charges L.S …

23
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

CONCRETE MIXED BY MACHINE --- contd.

4 Mixing and Placing Cement Concrete 1:1½:3 with kg 4471.8
Stone Ballast or River Shingle agg. 6 mm to cum 10.0
20 mm Gauge Wheeled by Hand in Barrows.
( For 10 cum ) " 5.0
Cement 0.3 cum litre 32.1
Stone or Shingle 6 mm to 20 mm gauge Man-Day 3.5
Sand
Fuel " 28.3
Mason " 1.8
Workers L.S …
Machine driver
Water Charges

5 Transporting, Placing and Consolidating Cement Man-Day 3.5
Concrete (Not Reinforced) " 17.6
Lead 30.5 m and 4.6 m Above or Below Mixer.
( For 10 cum )

(a) Foundation and Floors
Mason
Workers

(b) Walls Man-Day 3.5
Mason " 24.7
Workers

Lead 30.5 m and 4.6 m Above or Below Mixer.

(a) Foundation and Floors Man-Day 3.5
Mason " 21.2
Workers

(b) Walls Man-Day 3.5
Mason " 28.3
Workers

6 Transporting, Placing and Consolidating Cement
Concrete (Reinforced)
Lead 30.5 m and 4.6 m Above or Below Mixer.

(a) Foundation and Floors Man-Day 7.1
Masons " 21.2
Workers

24
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

CONCRETE MIXED BY MACHINE --- contd.

(b) Walls Man-Day 7.1
Masons " 28.3
Workers

(c) Columns Man-Day 7.1
Masons " 31.8
Workers

Lead 30.5 m and 4.6 m Above or Below Mixer. Man-Day 7.1
" 24.7
(a) Foundation and Floors
Masons
Workers

(b) Walls Man-Day 7.1
Masons " 31.8
Workers
Man-Day 7.1
(c) Columns " 35.3
Masons
Workers For reference only
B.S Specification
7 Grade - 20 Reinforced Cement Concrete
( For 10 cum) kg 3000
cum 3.1
Cement 9.3
Sand (Zone IV) " 30.0
Aggregates (Maximum size - 40mm) kg 3.5
Admixture Man-Day 21.2
Mason " …
Worker L.S
Water Charges

8 Grade - 25 Reinforced Cement Concrete For reference only
( For 10 cum) B.S Specification

Cement kg 3400
Sand (Zone IV) cum 2.9
Aggregates (Maximum size - 40mm) 9.3
Admixture " 34.0
Mason kg 3.5
Worker Man-Day 21.2
Water Charges " …
L.S

25
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

CONCRETE MIXED BY MACHINE --- concld.

9 Grade - 30 Reinforced Cement Concrete For reference only
( For 10 cum) B.S Specification

Cement kg 3700
Sand (Zone IV) cum 2.7
Aggregates (Maximum size - 40mm) 9.2
Admixture " 37.0
Mason kg 3.5
Worker Man-Day 21.2
Water Charges " …
L.S

10 Curing Work for 14 days Man-Day 1
( For 10 sqm ) L.S …

Worker
Water Charges

26
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

V. BRICK WORK No 4770 Allow two more
kg 596.2 workers for each
1 Brick Work 1st Class in Composite Mortar 1:1:6. cum 0.4 additional storey of
( For 10 cum ) " 2.5 the Bldg. Allow extra
Man-Day 14.1 for scaffolding for
1st Class Brick 230 mm x 110 mm x 70 mm " 21.2 each additional storey.
Cement L.S For the bricks
Lime L.S … smaller than
Sand … 230mmx110mmx70mm
Masons the number of bricks
Workers can be estimated by
Scaffolding and Sundries volume ratio.
Water Charges
kg 1250.2
2 Brick Work 1st Class in Cement Mortar (1:3) No 4770
( For 10 cum ) cum 2.6
Man-Day 14.1
Cement 0.1 cum " 21.2
1st Class Bricks 230 mm x 110 mm x 70 mm L.S …
Sand
Masons
Workers
Water Charges

3 Brick Work (with Local Hand Made Bricks) kg 1250.2
in Cement Mortar (1:3) No 4860
( For 10 cum ) cum 2.6
Cement 0.1 cum Man-Day 14.1
Hand Made Bricks 230 mm x 105 mm x 65 mm " 21.2
Sand L.S …
Masons
Workers
Water Charges

4 Brick Work 1st Class in Arches in 1:3 Cement kg 1250.2
Mortar. No 4770
( For 10 cum ) cum 2.6
Cement 0.1 cum Man-Day 17.7
1st Class Bricks 230 mm x 110 mm x 70 mm " 21.2
Sand L.S …
Masons L.S …
Workers
Scaffolding and centering ,etc.
Water Charges

27
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

V. BRICK WORK---- contd. kg 1658.9
No 4770
5 Brick Work 1st Class in 1:2 Cement Mortar. cum 2.3
( For 10 cum ) Man-Day 14.1
" 21.2
Cement L.S …
1st Class Bricks 230 mm x 110 mm x 70 mm
Sand
Masons
Workers
Water Charges

6 Brick Work 1st Class in 1:4 Cement Mortar. No 4770
( For 10 cum ) kg 1010
cum 2.8
1st Class Bricks 230 mm x 110 mm x 70 mm Man-Day 14.1
Cement " 21.2
Sand L.S …
Masons
Workers
Water Charges

7 Cornice 150 mm Deep 1st Class Brick Work in 1:3 No 90
Cement Mortar. kg 22.3
(For 10 m) cum 0.1
1st Class Bricks 230 mm x 110 mm x 70 mm Man-Day 1.3
Cement " 0.9
Sand L.S …
Masons laying and cutting
Workers
Water Charges

8 230 mm thick Honey-Comb Brick Work 1st Class No 753.5
in 1:3 Cement Mortar. kg 275.4
(For 10 sqm) cum 0.6
1st Class Bricks 230 mm x 110 mm x 70 mm Man-Day 3.8
Cement " 3.8
Sand L.S
Masons …
Workers
Water Charges

9 115 mm thick Honey-Comb Brick Work with 1st Class No 377
Brick in Cement Mortar 1:3.
(For 10 sqm)
Bricks

28
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

V. BRICK WORK---- contd. kg 146.5
cum 0.3
Cement Man-Day 2.2
Sand 2.2
Masons " …
Workers L.S
Water Charges

10 Brick Curb 115 mm x 75 mm in Cement Mortar 1:3 No 452
and Plastered 12 mm thick in the Same Mortar. cum 0.3
(For 100 m) sqm 27
Bricks Man-Day 2
Cement mortar 1:3 1
12 mm cement mortar plastering " …
Mason L.S
Workers
Water Charges

11 Brick Work 1st Class in Lime Mortar (1:1:1) No 4770 See 11,8
( For 10 cum ) cum 2.6
Man-Day 14.1
1st Class Bricks 230 mm x 110 mm x 70 mm 17.7
Lime mortar 1:1:1 " …
Masons L.S …
Workers L.S
Scaffolding and sundries
Water Charges

12 Brick Work 1st Class in Arches in Lime Mortar No 4770
(1:1:1) cum 2.6
( For 10 cum ) Man-Day 17.7
1st Class Bricks 230 mm x 110 mm x 70 mm 17.7
Lime mortar 1:1:1 " …
Masons L.S …
Workers L.S
Scaffolding and centering, etc.
Water Charges No 4770
cum 1.2
13 Brick Work 1st Class in Lime Mortar 1:2 2.4
( For 10 cum ) " 14.1
Man-Day 21.2
1st Class Bricks 230 mm x 110 mm x 70 mm
Lime "
Sand
Masons
Workers

29
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

V. BRICK WORK---- concld.

Water Charges L.S …

14 Brick Work 1st Class in Lime Mortar 1:1 No 4770
( For 10 cum ) cum 2.6
Man-Day 14.1
1st Class Bricks 230 mm x 110 mm x 70 mm 17.7
Lime mortar 1:1 " …
Masons L.S …
Workers L.S
Scaffolding and sundries
Water Charges

15 Cornice 150 mm Deep 1st Class Brick Work in Lime

Mortar (1:1:1)

(For 100 m)

1st Class Bricks 230 mm x 110 mm x 70 mm No 902
0.5
Lime mortar 1:1:1 cum 13
9
Masons laying and cutting Man-Day …

Workers "

Water Charges L.S

16 Honey-Comb Work with Brick 1st Class and No 753.5
Plastered One Coat 10 mm Lime Mortar. cum 0.6
(For 10 sqm) Man-Day 9.7
1st Class Bricks 230 mm x 110 mm x 70 mm 6.5
Lime mortar 1:1:1 " …
Masons L.S
Workers
Water Charges

17 Brick Work in Mud with Sun Burnt Bricks. No 4770
( For 10 cum ) cum 3.0
Man-Day 10.6
Sun burnt bricks 17.7
Clay " …
Masons L.S …
Workers L.S
Scaffolding and sundries
Water Charges

30
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VI. STONE WORK cum 12.5
Man-Day 7.1
1 Coursed Rubble Dry Stone Masonry. 7.1
( For 10 cum ) " …
L.S
Rubble stone
Masons
Workers
Scaffolding and sundries

2 Stone Pitching 300 mm or 450 mm Stone. cum 10.9
( For 10 cum ) Man-Day 7.1
7.1
Rubble stone "
Masons
Workers cum 10.0
Man-Day 1.8
3 150 mm Spawls under Stone Pitching. 1.8
( For 10 cum ) "

Stone spawls
Masons
Workers

4 Coursed Rubble Stone Masonry in Cement kg 1442.5
Mortar 1:3 cum 12.5
( For 10 cum )
Cement 0.1 cum " 3.0
Rubble stone (selected) Man-Day 31.8
Sand
Masons " 21.2
Workers L.S …
Scaffolding and sundries L.S …
Water Charges

5 Coursed Rubble Stone Masonry in Cement kg 1586.7
Mortar 1:3 in Arches. cum 12.5
( For 10 cum )
Cement 0.1 cum " 3.3
Rubble stone (selected) Man-Day 35.3
Sand
Masons " 28.3
Workers L.S …
Scaffolding and centering, etc. L.S …
Water Charges

31
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VI. STONE WORK----contd. cum 15.0
" 4.0
6 Random Rubble Stone in Cement Mortar 1:3 kg 1891.3
Rough Dressed.
( For 10 cum ) Man-Day 14.1
Stone roughly dressed " 17.7
Sand L.S …
Cement
Masons cum 12.5
Workers " 3.4
Water Charges 31.8
Man-Day 21.2
7 Coursed Rubble Stone Masonry in Lime Mortar " …
1:1:1 …
( For 10 cum ) L.S
Rubble stone (selected) L.S
Lime mortar 1:1:1
Masons
Workers
Scaffolding and sundries
Water Charges

8 Random Rubble Stone in Lime Mortar 1:1:1 cum 15.0
Rough Dressed. " 4.0
( For 10 cum ) 14.1
Stone roughly dressed Man-Day 17.7
Lime mortar 1:1:1 " …
Masons …
Workers L.S
Scaffolding and sundries L.S
Water Charges

9 Coursed Rubble Stone Masonry in Lime Mortar cum 12.5
1:1:1 in Arches. " 3.4
( For 10 cum ) 35.3
Rubble stone (selected) Man-Day 28.3
Lime mortar 1:1:1 " …
Masons …
Workers L.S
Scaffolding, centering and sundries L.S
Water Charges

32
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VI. STONE WORK----concld.

10 Laterite Blockwork with Dressed 400mmx200mmx150mm

Blocks in Cement Mortar 1:4.

( For 10 cum )

Laterite Blocks No 785
721.3
Cement 0.1 cum kg
2.0
Sand cum 10.6
14.1
Masons Man-Day …
…
Workers "

Scaffolding, centering and sundries L.S

Water Charges L.S

33
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VII. PLASTERING AND POINTING

1 Plastering with Damp Proof Cement Mortar 20 mm kg 158.2 Allow one more
thick 1:2 " 7.9 worker for each
(For 10 sqm) cum 0.2 additional storey
Cement 0.1 cum Man-Day 1.6 of the Bldg.
Impermo (5% by weight of cement) " 3.2
Sand L.S …
Masons L.S …
Wokers
Sundries
Water Charges

2 Plastering with 1:2 Cement Mortar 12 mm thick. kg 109.9
(For 10 sqm) cum 0.1
Man-Day 1.1
Cement 2.1
Sand " …
Mason L.S
Workers
Water Charges

3 Plastering with 1:3 Cement Mortar 12 mm thick. kg 73.2
(For 10 sqm) cum 0.1
Man-Day 1.1
Cement 2.1
Sand " …
Mason L.S
Workers
Water Charges

4 Plastering with 1:3 Cement Mortar 20 mm thick. kg 109.8
(For 10 sqm) cum 0.2
Man-Day 1.6
Cement 2.2
Sand " …
Masons L.S
Workers
Water Charges kg 54.9
cum 0.1
5 Plastering with 1:4 Cement Mortar 12 mm thick. Man-Day 1.1
(For 10 sqm) 2.1
" …
Cement L.S
Sand
Mason
Workers
Water Charges

34
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VII. PLASTERING AND POINTING----contd.

6 Plastering 12 mm thick with Lime Mortar 1:1 cum 0.1
(For 10 sqm) Man-Day 1.1
2.1
Lime mortar 1:1 " …
Mason L.S …
Workers L.S
Sundries
Water Charges

7 Plastering 12 mm thick with Lime Mortar 1:2 cum 0.1
(For 10 sqm) " 0.1
1.1
Lime Man-Day 2.1
Sand " …
Mason L.S
Workers
Water Charges

8 Plastering with Lime Mortar 12 mm thick (2:3:1) cum 0.1
(For 10 sqm) Man-Day 1.1
2.1
Lime mortar for plaster (2:3:1) " …
Mason L.S …
Workers L.S
Sundries
Water Charges

9 Plastering with 1:2:6 Composite Mortar 12 mm thick.

(For 10 sqm)

Cement 0.1 cum kg 35.2
0.1
Lime cum 0.1
1.1
Sand " 2.1
…
Mason Man-Day …

Workers "

Sundries L.S

Water Charges L.S

10 Plastering with 1:1:6 Composite Mortar 12 mm thick.

(For 10 sqm)

Cement 0.1 cum kg 36.6
0.1
Lime cum 0.1
1.1
Sand " 2.1
…
Mason Man-Day

Worker "

Sundries L.S

35
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VII. PLASTERING AND POINTING----contd.

Water Charges L.S …

11 Plastering 12 mm thick Cement Mortar 1:3 with cum 0.1
5% Impermo by weight of Cement. kg 3.7
(For 10 sqm) Man-Day 1.1
Cement mortar 1:3 " 2.1
Impermo L.S …
Mason L.S …
Worker
Sundries
Water Charges

12 Mud Plastering 6 mm thick. cum 0.1
(For 10 sqm) Man-Day 1.1
1.1
Tempered clay chopped - straw and cow - dung " …
Mason L.S
Worker
Water Charges

13 Pointing with 1:1:6 Composite Mortar. kg 14.6
(For 10 sqm) cum 0.1
0.1
Cement " 1.1
Lime Man-Day 2.1
Sand …
Mason " …
Worker L.S
Sundries L.S
Water Charges

14 Pointing with 1:2:6 Composite Mortar. kg 14.1
(For 10 sqm) cum 0.1
0.1
Cement 0.1 cum " 1.1
Lime Man-Day 2.1
Sand …
Mason " …
Workers L.S
Sundries L.S
Water Charges

15 Pointing with Cement Mortar 1:2 kg 40.5
(For 10 sqm)

Cement

36
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VII. PLASTERING AND POINTING ---- concld.

Sand cum 0.1
Mason Man-Day 1.1
Workers 2.1
Water Charges " …
L.S

16 Pointing with Cement Mortar 1:3 to Full Depth of kg 7.3
Tiles, Marble Tiles, Marseilles Tiles, Glazed cum 0.1
Tiles, etc. Man-Day 1.1
(For 10 sqm) 2.1
Cement " …
Sand L.S …
Mason L.S
Workers
Colouring matters and sundries
Water Charges

17 Pointing with Cement Mortar 1:3 kg 29.3
(For 10 sqm) cum 0.1
Man-Day 1.1
Cement 2.1
Sand " …
Mason L.S
Workers
Water Charges cum 0.1
Man-Day 1.1
18 Pointing with 2:3:1 Lime Mortar. 2.1
(For 10 sqm) " …
L.S …
Lime mortar for plaster 2:3:1 L.S
Mason
Workers cum 0.1
Sundries Man-Day 1.1
Water Charges 2.1
19 Pointing with Lime Mortar (1:1) " …
L.S …
(For 10 sqm) L.S
Lime mortar 1:1
Mason Man-Day ½
Workers
Sundries L.S …
Water Charges
20 Curing Work for 7 days

( For 10 sqm )
Worker
Water Charges

37
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VIII. WOOD WORK cum 11.0 10% wastage.
kg 44.7
1 Thitya, Ingin, Pyingado Wood Work Wrought Man-Day 84.5
and Fixed.
(For 10 cum)
Thitya, ingin, pyingado
Nails & spikes
Carpenters

2 Jungle Wood Work Wrought and Fixed. cum 11.0 10% wastage.
(For 10 cum) kg 44.7 10% wastage.
Man-Day 70.4
Jungle wood scantling
Nails & spikes cum 11.0
Carpenters kg 44.7
Man-Day 49.3
3 Wood Work Wrought and Fixed in Fencing and
Bridges.
(For 10 cum)
Scantling
Nails & spikes
Carpenters

4 Teak Hand Railing 1st Class Plain. cum 0.1 10% wastage.

(For 2.5 m) cum 0.1 15% wastage.
Horizontal top, 1x2.4 mx100 mmx75 mm
kg 0.4
Horizontal bottom --- do --- Man-Day 2.0
Horizontal inter 2x2.4 mx75 mmx50 mm
Post, 1x1.1 mx100 mmx100 mm
Verticals 5x0.8 mx50 mmx50 mm
Diagonals 10x0.8 mx50 mmx50 mm
Nails
Carpenters

5 Hand Railing 2nd Class Plain (Other than Teak) cum 0.1 10% wastage.
(For 2.5 m) 15% wastage.
cum 0.1
Posts 1x1.1 mx100 mmx100 mm
kg 0.2
Horizontals, 2x2.4 mx75 mmx50 mm Man-Day 1½
Verticals, 3x0.9 mx50 mmx40 mm
Diagonals, 6x1.5 mx50 mmx40 mm
Nails
Carpenters

38
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VIII. WOOD WORK--- contd.

6 Teak Stair Case without Hand Railing for 5.0 sqm. cum 0.2 10% wastage.
(3 mx1.5 m clear width) 15% wastage.
cum 0.2
Stringers 2x3 mx300 mmx75 mm
Treads 9x1.3 mx0.5 mx45 mm kg 0.9
Risers 9x1.5 mx175 mmx10 mm Man-Day 8.0
Nails
Carpenters

7 Stair Case 2nd Class without Hand Railing cum 0.1 10% wastage.
(Other than Teak) 15% wastage.
For 3 sqm(3mx1m) cum 0.1

Stringers 2x3 mx250 mmx75 mm kg 0.9
Treads 6x1 mx225 mmx40 mm Man-Day 4.0
Riser 6x1 mx225 mmx10 mm
Nails
Carpenters

8 Hard Wood Steps for Out Houses without Hand cum 0.1 10% wastage
Railing. " 0.1 15% wastage
For 1.5 sqm (1.5 mx1 m) kg 0.2
Stringers 2x1.5 mx250 mmx50 mm 1½ 10% wastage
Treads 4x1 mx200 mmx25 mm Man-Day 15% wastage
Nails
Carpenters

9 Providing Wrought Jungle Wood Steps with

250 mmx50 mm Stringers and 225 mmx40 mm Treads.

(For 1.5 sqm)

Jungle wood, stringers cum 0.1
0.1
Treads " 0.2
1½
Nails kg

Carpenters Man-Day

10 Teak Gate 1st Class for 4 m Wide kg 13.1
" 5.7
W.I hinges 2x1.5 m 2x1mx50 mmx10 mm " 1.7
25 mmØ pintels, 4 Nos
12 mmØ bolts for hinges and hasps 17 Nos. kg 0.1
100 mm long No 1.0
Head & Nuts for bolts
Locking hasp 1x0.5 m

39
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VIII. WOOD WORK--- contd. cum 0.2 10% wastage
15% wastage
Top bar 2x2 mx212 mmx75 mm cum 0.1
Bottom & Centre rails 4x2 mx125 mmx75 mm kg 0.9
Diagonals, 2x2 mx125 mmx75 mm Man-Day 5.0
Outer stanchions, 2x2mx125 mmx75 mm
Inner stanchions, 2x1 mx125 mmx75 mm
50 mmx25 mm battens
Nails
Carpenters

11 Gate 2nd Class (Other than Teak) kg 20.6
(For 4 m wide) No 1.0

W.I as above Item 10 cum 0.1 10% wastage
Locking hasp 1x0.5 m 15% wastage
Stanchions, 2x1.5 mx100 mmx50 mm cum 0.1
Stanchions, 2x1 mx100 mmx50 mm kg 0.9
Horizontals, 6x2 mx100 mmx50 mm Man-Day 3.0
Diagonals, 2x2 mx100 mmx50 mm
50 mm x 25 mm battens cum 0.9 25% wastage
Nails kg 3.0
Carpenters Man-Day 13.1

12 Eaves & Facia Boards 300 mmx25 mm Plank.
(For 100 m)

Planks 100 mx300 mmx25 mm
Nails & screws
Carpenters

13 Eaves & Facia Boards 250 mmx25 mm Plank. cum 0.8 25% wastage
(For 100 m ) kg 3.0
Man-Day 11.5
Planks 100 mx250 mmx25 mm
Nails & screws cum 0.5 25% wastage
Carpenters kg 3.0
Man-Day 2.0
14 150 mmx25 mm Teak Facia & Eaves Boards.
(For 100 m)

Teak 25 mm plank
Nails & screws
Carpenters

40
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VIII. WOOD WORK--- contd.

15 200 mmx25 mm Thitya, Ingin, Pyingado Eaves Board

Wrought & Fixed Including Earth Oiling 2 Coats.

(For 100 m)

Thitya, ingin, pyingado 200 mmx25 mm planks cum 0.6 25% wastage
3.0
Nails & spikes kg 9.8
45.7
Carpenters Man-Day

Earth oiling 2 coats sqm

16 225 mmx25 mm Thitya, Ingin, Pyingado Eaves Boards

Wrought and Fixed Including Earth Oiling

2 Coats.

(For 100 m)

Thitya, ingin,pyingado 225 mmx25 mm plank cum 0.7 25% wastage
3.0
Nails & spikes kg 10.6
50.8
Carpenters Man-Day

Earth oiling 2 coats sqm

17 150 mmx25 mm Pyingado Eave Boards Wrought & Fixed

Complete Including Earth Oiling 2 Coats.

(For 100 m)

Pyingado 150 mmx25 mm planks cum 0.5 25% wastage
3.0
Nails & spikes kg 6.5
35.6
Carpenters Man-Day

Earth oiling 2 coats sqm

18 75 mmx25 mm Facia Boards Planed and Earth Oiling

2 Coats and Fixed Complete.

(For 100 m)

75 mmx25 mm plank cum 0.2 25% wastage
1.5 25% wastage
Nails & screws kg 4.9
12.8
Carpenters Man-Day

Earth oiling 2 coats sqm

19 75 mmx10 mm Wrought Inn Facia Boards Fixed cum 0.1
Complete Including Earth Oiling 2 Coats. kg 1.5
(For 100 m) Man-Day 4.1
75 mmx10 mm Inn plank sqm 10.2
Nails & screws
Carpenters
Earth oiling 2 coats

41
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

VIII. WOOD WORK--- concld. cum 0.1 15% wastage
" 0.1
20 450 mm Wide Shelves with Brackets. kg 0.2
(For 5 m) ¾
Man-Day
Planks 1x5 mx450 mmx25 mm
Brackets
Nails & spikes
Carpenters

21 300 mm Wide Shelves with Brackets. cum 0.1 15% wastage
(For 6 m) " 0.1
kg 0.2
Plank 1x6 mx300 mmx25 mm ¾
Brackets Man-Day
Nails
Carpenters

42
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

IX. DOOR AND WINDOW

1 40mm thick Teak Panelled Door 1st Class for cum 0.1 15% wastage
2 m x 1 m (Double Leaf) Do
(For 2 sqm ) " 0.1
15% wastage
Styles 4x2 mx100mmx40mm L.S … 15% wastage
Man-Day 5
Top and bottom rails 4x0.5mx100mmx40mm Do
Do
Lock rails 4x0.5mx200mmx40mm
Panels 6x0.5mx380mmx40mm
Nails and glue
Carpenters

2 40mm thick ⅓ Panelled and ⅔ Glazed Door, 1st Class sqm 0.8
for 2mx1m Double Leaf.
(For 2 sqm ) 0.1

21 oz. sheet glass pane 0.1
0.1
Styles 4x2.0mx100mmx40mm cum 0.2
4¾
Top and bottom rails 4x0.5mx100mmx40mm cum
Lock rails 2x0.5mx200mmx40mm "
Sash bars 2x1mx40mmx40mm kg

Sash bars 6x380mmx40mmx40mm Man-Day
Panels 2x0.5mx0.5mx25mm
Nails and glue
Carpenters

3 40mm thick Teak Panelled Door for 2mx1m cum 0.1 15% wastage
Single Leaf.
(For 2 sqm ) cum 0.1 Do
Styles 2x2mx100mmx40mm
Top and middle rails 2x1mx100mmx40mm L.S …
Bottom and lock rails 2x1mx200mmx40mm Man-Day 5
Vertical rails 1x1mx100mmx40mm
Panels 1x1mx0.5mx20mm

Panels 2x1mx0.5mx15mm
Panels 1x1mx0.5mx15mm
Nails and glue
Carpenters

4 40mm thick Teak Ledged and Battened Door for cum 0.1 15% wastage
2mx1m
(For 2 sqm )

Styles 4x2.0mx100mmx40mm

Rails 4x0.5mx150mmx40mm
Lock rails 2x0.5mx150mmx40mm

43
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

IX. DOOR AND WINDOW----- contd. cum 0.1 15% wastage
L.S …
T & G planking 12mx100mmx15mm Man-Day 3½
Nails and glue
Carpenters

5 Corrugated Iron Doors and Windows for Sheet 2
2mx1m Double Leaf.
(For 2 sqm ) cum 0.1 15% wastage

Corrugated iron2x2mx0.5m kg 0.2 15% wastage
Styles 4x2mx95mmx40mm Man-Day 1½ Do
Top and bottom rails, 4x0.5mx95mmx40mm
Diagonal rails 4x1mx95mmx40mm
Lock rails 2x0.5mx95mmx40mm
Nails, etc.
Carpenters

6 Single Coarse Bamboo Mat Doors and Windows cum 0.1
with 25mm thick Battens Double Leaf for 1mx2m
(For 2 sqm) cum 0.1
Styles 4x2mx75mmx25mm sqm 1.9
Top rails 2x0.5mx75mmx25mm kg 0.2
Bracings 6x1mx75mmx25mm Man-Day 1
Bottom rails 2x0.5mx100mmx25mm
Lock rails, 2x2x0.5mx100mmx25mm
Covering strips 12mm(½ of above)
Bamboo mats
Nails
Carpenter

7 Mat Door Double Leaf 1mx2m cum 0.1 15% wastage
(For 2 sqm) Do
cum 0.1
Styles, 4x2mx75mmx25mm sqm 4
Top rails 2x0.5mx75mmx25mm kg 0.2
Bracings, 6x1mx75mmx25mm Man-Day 1
Bottom rails 2x0.5mx100mmx25mm
Lock rails, 2x2x0.5mx100mmx25mm
Covering strips 12mm (½ of above)
Double mat best quality
Nails
Carpenter

44
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

IX. DOOR AND WINDOW----- contd. cum 0.1 15% wastage
Do
8 Mat Window Double Leaf 1mx1m cum 0.1
(For 1 sqm)
sqm 2
Styles 4x1mx75mmx25mm kg 0.2
Top and bottom rails 4x0.5mx75mmx25mm
Lock rails 2x0.5mx100mmx25mm Man-Day ⅝
Brace 4x1mx75mmx25mm
Covering strips, 12mm(½ of above)
Double mat best quality
Nails
Carpenter

9 40mm thick Teak Glazed Window, 1st Class, sqm 0.6 15% wastage
1m x 1m (Double Leaf) 15% wastage
(For 1 sqm) cum 0.1
21 oz. sheet window glass panes
Styles 4x1mx100mmx40mm kg 0.1
Top and bottom rails 4x0.5mx100mmx40mm Man-Day 3
Sash bars 6x0.5mx40mx40m
Nails and glue
Carpenters

10 40mm thick Teak Glazed Fanlights, Supplied and cum 0.1 15% wastage
Fixed Complete and Including 18 oz. Glass and " 0.1 15% wastage
Glazing 1.5mx0.5m
(For 0.75 sqm) L.S 2 15% wastage
Teak scantling Pair 1 Do
Teak planks (sash) No 0.6
Wood screw, nails and glue sqm 2
Pivot hinges 55mmx20mm brass Man-Day
Safety catch brass self closing
18 oz. glass sheet cum 0.1
Carpenters
cum 0.1
11 40mm thick Teak Movable Venetian Window 1st cum 0.1
Class Double Leaf 1mx1m
(For 1 sqm)

Styles, 4x1.5mx100mmx40mm

Top and bottom rails 4x0.5mx100mmx40mm

Venetian flaps, 40x0.5mx100mmx50mm

Venetian rods, 4x1mx50mmx25mm
Venetian beadings , 4x1mx25mmx25mm
Venetian bars, 6x0.5mx25mmx25mm

45
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

IX. DOOR AND WINDOW----- contd. kg 0.2
Man-Day 6
Nails and glue
Carpenters

12 40mm thick Teak Panelled Venetianed and Glazed sqm 0.4 15% wastage
Door 2.5mx1 m Double Leaf. cum 0.1 15% wastage
(For 2.5 sqm)
cum 0.1 Do
21 oz. sheet window glass panes
kg 0.2
Styles 4x2.5mx100mmx40mm Man-Day 8½

Top rails, 2x0.5mx115mmx40mm
Middle rails, 2x0.5mx100mmx40mm
Bottom and lock rails, 4x0.5mx225mmx40mm
Panels 2x0.5mx0.5mx20mm

Sash bars 2x(0.5m+0.5m)x40mmx30mm
Sash beads, 7mx12mmx12mm
Venetian flaps, 18x0.5mx100mmx12mm
Venetian rods, 1.5mx50mmx25mm
Venetian beadings, 4x1mx25mmx25mm
Nails and glue
Carpenters

13 40mm Teak Venetianed and Glazed Window sqm 0.5 15% wastage
2mx1m (Double Leaf).
(For 2 sqm) cum 0.1 15% wastage
21 oz. sheet window glass pane
Styles, 4x1.5mx90mmx40mm L.S …
Top rails, 2x0.5mx115mmx40mm Man-Day 7
Bottom rails, 2x0.5mx120mmx40mm
Middle rails, 2x0.5mx100mmx40mm

Sash bars, 2x1mx40mmx30mm
Sash beads, 2x3.5mx12mmx12mm
Venetian flaps, 20x0.5mx100mmx20mm
Venetian rods, 2x1mx50mmx20mm
Venetian beads, 4x1mx25mx25mm
Nails and glue
Carpenters

14 Palisading Door Pyingado or Engin 2.5m x 1m cum 0.2 10% wastage
(For 2.5 sqm)

Quartering 6x0.5mx120mmx75mm
Palisadings, 8x2.5mx100mmx50mm
Filling pieces for bolts 1x0.5mx100mmx50mm

46
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

IX. DOOR AND WINDOW----- contd. Man-Day 1½
No 24
Carpenters
M.S. bolts150mmx12mm

15 25mm thick Inn C.G.I. Doors and Windows (32G) Double leaf.
Fixed Complete with Iron Fittings, 1mx2m
(For 2 sqm) cum 0.1 15% wastage
Inn 25mm planks
C.G.I sheets 32 G. 2m No 2
Roofing nails
Carpenters kg 0.2
100mm butt hinges
150mm hooks and eye Man-Day 1
150mm tower bolts
150mm hasp and staple No 6

"2

"2

" 1 150mm tower bolt

1 No.& 225mm tower

bolt 1 No. for door

16 25mm thick J.Wood Battened Doors and Windows

Fixed Complete with Iron Fittings 2mx1m

(For 2 sqm) Double leaf.

J.W 25mm planks cum 0.1 15% wastage
J.W 12mm T & G " 0.1

Nails and glue L.S

Carpenters Man-Day 4

100mm butt hinges No 6

150mm hook and eye "2

150mm tower bolts " 2 For door(150mm-

150mm hasp and staple " 1 1 No& 225mm-1 No.)

17 J.Wood Verandah Gate with 75mmx40mm Frame and

50mmx12mm Batten Fixed Complete (Double Leaf) 1mx1m

(1 sqm)

J.wood scantling cum 0.1 15% wastage
0.1
12mm J.wood plank " 1
4
20mm hoop iron catch No 0.1
1
100mm butt hinges "

Nails kg

Carpenter Man-Day

47
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

IX. DOOR AND WINDOW----- contd.

18 C.I. Door for Garage with 125mmx50mm Frames and

Bracings2mx2m (Double Leaf) No 3
(For 4 sqm)
0.1
C.G.I. sheet 2mx10/75mm
0.5
Styles, 4x2mx125mmx50mm 3

Rails 6x1mx125mmx50mm cum 15%wastage
10% wastage
Diagonals, 4x1mx125mmx50mm 15% wastage

Nails kg 15% wastage
15% wastage
Carpenters Man-Day 15% wastage

19 40mm thick X.P.M. Door or SQ. Mesh Doors sqm 1.6
1mx2m
(For 2 sqm) cum 0.1
X.P.M. or sq.mesh, 1x1mx2m
Styles 2x2mx0.5m kg 0.5
Rails, 3x1mx75mmx40mm Man-Day 2½
Beadings, 2x2mx75mmx12mm
Beadings, 3x1mx75mmx12mm
Nails
Carpenters

20 25mm thick Panelled Swing Door (Double Leaf) cum 0.1
1mx1m
(For 1 sqm) sqm 1
Styles, 4x1mx75mmx25mm Man-Day 2
Rails, 4x0.5mx75mmx25mm
Panels
Carpenters

21 40mm thick Panelled Swing Door (Double Leaf) cum 0.1
1mx1m
(For 1 sqm) sqm 1
Styles, 4x1mx75mmx40mm Man-Day 2
Rails, 4x0.5mx75mmx40mm
Panels
Carpenters

22 25mm thick Trellis Door with 75mmx25mm Frame (Single Leaf)

1mx2m

(For 2 sqm)

Styles, 2x2mx75mmx25mm cum 0.1
Rails, 3x1mx75mmx25mm

48
Standard Data for Working Out Rates Per Unit Quantity of Items of Work----contd.

Sr. Particulars of Materials and Labour Unit Quantity Remarks
No.

IX. DOOR AND WINDOW----- contd. cum 0.1 Do

Zallies, 2x2mx75mmx12mm kg 1.4
Zallies, 3x1mx75mmx12mm Man-Day 2
Diagonals 17.2 x183mx50mmx12mm
. 100
Nails
Carpenters

23 Trellis Door 100mmx40mm Teak Styles, Rails, and

Braces Covered with Including 50mmx12mm Teak

Battens, Fixed Complete 2mmx1mm (Double Leaf)

(For 2 sqm)

Teak scantling cum 0.1 15% wastage
0.1 5% wastage
Teak 12mm plank " 0.2
6
Screws and nails kg 2
1
100mm steel butt hinges No 1
1
150mm hook and eye " 1
3
150mm tower bolts "

225mm tower bolts "

100mm brass bow handle "

150mm hasp and staple "

Carpenters Man-Day

24 Collapsable Iron Door with 18mmx9mm Channels and kg 84
18mmx3mm Flats (One Leaf)
(For 1.5mx2m=3 sqm) No 44
18mmx9.mmvertical channels " 33
22x2m@ 0.2kg/m " 10
50mmx25mm bottom channel m 1.7
1x1.5m @ 3.1 kg/m
18mmx3mm flat iron
3x4x0.5m@ 0.1 kg/m
3x18x0.5m@ 0.1 kg/m
50mmx12mm flat iron top rail
1x1.5m @ 1.5 kg/m
18mmx12mm bottom guide rail
1x1.5m@ 0.6 kg/m
Flat iron for lock ring
1x1mx50mmx6mm@ 0.8 kg/m
Rivets 5mmx64mm
Rivets 6mmx64mm
Rivets 6mmx18mm
9mmØ steel pipe