Analysis of Rates( BuildingWorks )

INDEX

Schedule

Name of Work

PAGE

No. I

EARTH WORK

1-4

II

MORTAR

5-8

III

CONCRETE (HAND MIXED)

9-18

IV

REINFORCED CONCRETE (HAND MIXED)

19-21

REINFORCED CONCRETE (MACHINE MIXED)

22-25

V

BRICK WORK

26-29

VI

STONE WORK

30-32

VII

PLASTERING AND POINTING

33-36

VIII

WOOD WORK

37-41

IX

DOOR AND WINDOW

42-52

X

FLOORING

53-61

XI

WALLING

62-69

XII

CEILING

70-74

XIII

ROOFING

75-83

XIV

PAINTING AND WASHING

84-93

XV

SHUTTERING AND SCAFFOLDING

94-95

XVI

FENCING

96-98

XVII IRON AND STEEL WORK MISCELLANEOUS NOTES AND TABLES

99-104 105-130

1

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

Sr. No.

Particulars of Materials and Labour

Unit

Quantity

L.S

…

Remarks

I. EARTH WORK

1(A) Site Clearing Including Cutting Trees and Bushes and Dressing. (For 1 cum)

(According to site condition)

1(B) 1(B) Site Site Cleaning Cleaning (For 100 sqm) Wo W orker

Man-Day

2.7

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) Worker rkerss Man-Day Sundries L.S

5.30 …

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 Sundries L.S

7.1 …

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) Worker rkerss Man-Day Sundries L.S

10.6 …

5 Earth Work Work in Ordinary Soil Soil with Excavated Excavated Earth Earth Filling in 150 mm Layers Watering and Ramming within 30.5 m (For 10 cum) Worker Worker for carrying and ramming Worker for watering Sundries Water Charges

1.8 2.7 0.9 … …

Man-Day " " L.S L.S

2


Sr. No.


Unit

Quantity

6 Earth Work Work over Areas Areas in Ordinary Ordinary Ground Ground in Cutting and Levelling Levelling Site Site Including Including Carrying Carrying away Surplus Spoils Spreading and Levelling within 30.5 m (For 10 cum ) Workers Sundries

Man-Day L.S

4.4 …

7 Earth Work Work in Excavation Excavation over Areas Areas in Cutting and Levelling Levelling in Hard Soil Including Disposal of Surplus Spoil not Exceeding 30.5 m (For 10 cum ) Workers Sundries

Man-Day L.S

8.9 …

8(A) Excavating in Medium Soil Soil and Filling and Forming Embankment, Embankment, Lead 30.5 m, Lift 1.5 m (For 10 cum ) Maistry Man-Day Digger " Worker for carrying " Sundries L.S Water Charges L.S

0.4 5.3 3.5 … …

8(B) Earth Work in Excavating, Clayey and Silty Soil, Soil, Lead 30.5 m, Lift 1.5 m High. (For 10 cum) Sand Sundries Worke rker

cum L.S Man-Day

0.4 … 10.6

Man-Day " " L.S L.S

0.6 5.3 7.1 … …

I. EARTH WORK---- contd.

9 Excavate and Filling Filling and Forming Forming Embankment Embankment and Lead 30.5 m, Lift 30.5 m (For 10 cum) Maistry Digger Workers for carrying Sundries Water Charges

Remarks

3


Sr. No.


Unit

Quantity

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

Man-Day

1.8

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

Man-Day

1.8

12 Sand Filling, Filling, Watering Watering and Ramming. Ramming. (For 10 cum) Sa Sand Work Worker er for for carry carryin ing g and ramm rammin ing g Worker for watering Sundries Water Charges

cum ManMan-Da Day y " L.S L.S

12 1 2.5 1.8 1.8 1.8 … …

Remarks

I. EARTH WORK---- contd.

13 Digging Post Holes under 1 sqm in any Soil Soil Average 1 m Depth. (For each hole) Digger

Man-Day

1

/5

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

Man-Day

⅓

Man-Day

½

Man-Day

½

15 Digging Post Holes Holes not Exceeding 1 cum in Each Hole in Medium Soil, Part Return Return and Fill. (For each hole) Digger 16 Digging Post Post Holes not Exceeding Exceeding 1 cum In In Each Hole in Ordinary Soil, Part Return and Fill. (For each hole) Digger

25% wastage

4


Sr. No.


Unit

Quantity

Man-Day " L.S

¾ ½ …

Man-Day L.S

6.6 …

L.S

. …

20 Digging Latrine Latrine Pit of any Size Size up to 3 m Depth in Hard Soil. (For 10 cum) Wo Workers Su Sundries

Man-Day L.S

11.9 …

21 Earth Work in Digging in Sand or Clay or Laterite up to 3 m Initial Depth. (For 10 cum) Wo Workers Su Sundries

Man-Day L.S

10.6 …

22 Earth Work Extra for Every Additional 1.5 m Lift. (For 10 cum) Wo W orker

Man-Day

1.3

23 Staking Works for Preparation of Foundation. Foundation. (For 100 m x 100 m) Ti T imber Wire Nail Su Surveyor Ca Carpenter Wo Worker

cum kg Man-Day " "

9.1 36.5 10.7 53.7 107.5

I. EARTH WORK---- concld.

17 Digging Post Holes not Exceeding 1 cum In Each Hole in Hard Soil. (For each hole) Digger Wo Worker Su Sundries 18 Digging Drain 0.5 m at Top 0.2 m at Bottom and Average Depth 0.3 m(Ordinary Soil). (For 100 m) Wo Workers Su Sundries 19 Digging Drain 0.5 m at Top 0.2 m at Bottom and Average Depth 0.3 m (Hard Soil). (For 100 m) Su Sundries

Remarks

5


Sr. No.


Unit

Quantity

II. MORTAR

1 Cement Cement Morta Mortarr 1:2 (For 10 cum) Cement 1.3 cum Sand Work Worker erss for for mixin ixing g Water Charges

kg 6635.5 cum 9.2 ManMan-Da Day y 14.1 14.1 L.S …





4 Composit Compositee Mortar for Plaster Plaster 1:1:6 1:1:6 (For 10 cum) Cement 0.5 cum Lime Sand Work Worker erss for for mixin ixing g Water Charges 5 Damp Damp Proof Cement Cement Mortar Mortar 1:2 with 5% Impermo by weight of Cement. (For 10 cum) Cement 1.5 cum Impermo Sand Work Worker erss for for mixin ixing g Water Charges

kg

2404.2

cum " ManMan-Da Day y L.S

1.7 10.0 14.1 14.1 …

kg 6924.1 " 346.2 cum 9.6 ManMan-Da Day y 14.1 14.1 L.S …

6 Cement Cement Morta Mortarr 1:6 (For 10 cum) Cement 0.5 cum Sand

kg cum

2404.2 10.0

Remarks

6


Sr. No.


Unit

Quantity

ManMan-Da Day y L.S

14.1 14.1 …

cum " ManMan-Da Day y L.S

4.6 9.2 14.1 14.1 …

cum " " ManMan-Da Day y L.S

5.0 5.0 5.0 24.7 24.7 …

cum " " ManMan-Da Day y L.S

5.0 5.0 5.0 28.3 28.3 …

10 Lime Mortar Mortar 2:3:1 2:3:1 for Plaster. Plaster. (For 10 cum) Lime Sand Surkhi Work Worker erss for for mixin ixing g mort mortar ar Water Charges

cum " " ManMan-Day Day L.S

5.0 7.5 2.5 24.7 24.7 …

11 Lime Lime Mortar Mortar 2:3:1 Plaster Plaster for for Small Small Work. Work. (For 10 cum) Lime Sand Surkhi Worke rkers Water Charges

cum " " Man-Day L.S

5.0 7.5 2.5 28.3 …

II . MORTAR----- contd.

Work Worker erss for for mixin ixing g Water Charges 7 Lime Lime Mortar Mortar 1:2 1:2 (For 10 cum) Lime Sand Work Worker erss for for mixin ixing g Water Charges 8 Lime Lime Mortar Mortar 1:1:1 1:1:1 (For 10 cum) Lime Sand Surkhi Work Worker erss for for mixin ixing g Water Charges 9 Lime Lime Mortar 1:1:1 1:1:1 for Small Small Work. (For 10 cum) Lime Sand Surkhi Work Worker erss for for mixin ixing g Water Charges

Remarks

7


Sr. No.


Unit

Quantity

II . MORTAR----- contd.

12 Composit Compositee Mortar for Plaster Plaster 1:2:6 1:2:6 (For 10 cum) Cement 0.5 cum Lime Sand Work Worker erss for for mixin ixing g Water Charges

kg 2308.0 cum 3.2 " 10.0 ManMan-Da Day y 14.1 14.1 L.S …

13 Mud Mud Mort Mortar ar (For 10 cum) Selected cted suitable clay clay (mud) Work Worker erss for for mixi mixing ng incl includ udin ing g wate waterr Water Charges

cum ManMan-Da Day y L.S

10.0 7.1 7.1 …

cum " Man-Day L.S

7.5 7.5 14.1 …

15 Composite Mortar 1:½:4 (For 10 cum) Cement Lime Sand Worker rkerss Water Charges

cum " " Man-Day L.S

2.4 1.2 9.7 14.1 …

16 Damp Proof Cement Mortar 1:2 with 2% Impermo by weight of Cement. (For 10cum) Cement Impermo Sand Worker rker Water Charges

kg 6924.1 " 137.8 cum 9.6 Man-Day 14.1 L.S …

14 Lime Lime Mortar Mortar 1:1 1:1 (For 10 cum) Lime (slaked) Sand Worker rkerss Water Charges

Remarks

8


Sr. No.


Unit

Quantity

II . MORTAR----- concld.

17 Damp Proof Cement Mortar 1:2 with 0.7% 0.7% Water Proof Powder by weight of Cement. (For 10 cum) Cement Admixture Powder Sand Head Worker Worker Water Charges

kg 6924.1 " 48.1 cum 9.6 Man-Day 3.5 " 10.6 L.S …

Remarks

9


Sr. No.


Unit

Quantity

III. CONCRETE ( HAND MIXED)

1 Cement Concrete with Stone Ballast 38 mm Gauge 1:3:6. ( For 10 cum) Cement 0.2 cum Stone ballast 38 mm gauge Sand Mason Workers Water Charges

kg 2308.0 cum 9.6 " 4.8 Man-Day 3.5 " 28.3 L.S …

2 Cement Concrete 1:2:4 with 6 mm to 20 mm Stone Chippings or River Shingle Aggregate. ( For 10 cum) Cement 0.2 cum Stone Sand Mason Workers Water Charges

kg 3317.8 cum 9.2 " 4.6 Man-Day 3.5 " 35.3 L.S …

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

Man-Day "

3.5 17.7

4 Cement Concrete with 20 mm Stone Ballast or River Shingle Aggregate Aggregate 1:2½:5. ( For 10 cum) Cement 0.2 cum Stone ballast 20 mm gauge Sand Mason Workers Water Charges mm 5 Cement Concrete 1:1½:3 with 6 mm to 20 mm Gauge Stone or River Shingle Aggregate. ( For 10 cum) Cement Stone or river shingle 6 mm to 20 mm gauge gauge

kg 2740.8 cum 9.4 " 4.7 Man-Day 3.5 " 35.3 L.S …

kg cum

4471.8 9.2

Remarks

10


Sr. No.


Unit

Quantity

cum Man-Day " L.S

4.6 3.5 35.3 …

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

Sand Mason Workers Water Charges 6 38 mm thick Cement Concrete 1:2:4 with 5% Impermo Impermo to the weight of Cement for Damp Proof Course. ( For 100 sqm ) Cement 0.1 cum Impermo Stone ballast 6 mm to 20 mm gauge Sand Mason Worker Water Charges

kg 1210.9 " 58.6 cum 1.2 " 0.6 Man-Day 10.8 " 10.8 L.S …

7 Cement Cement Concrete Concrete 1:2:4 with Ironite Ironite 10% 10% to the the weight of Cement. ( For 10 cum) Cement 0.2 cum Ironite Stone ballast 6 mm to 20 mm gauge Sand Mason Workers Water Charges

kg 3029.3 " 302.9 cum 9.2 " 4.6 Man-Day 3.5 " 35.3 L.S …

8 25 mm thick Cement Concrete 1:2:4 with 5% Impermo to the weight of Cement for Damp Proof Course. ( For 100 sqm ) Cement Im Impermo Stone chipping or river shingle (6 mm mm to 20 mm gauge) Sand Mason Worker Water Charges

kg " cum

844.7 42.7 2.5

cum Man-Day " L.S

1.2 8.1 8.1 …

Remarks

11


Sr. No.


Unit

Quantity

kg cum "

1226.1 5.1 10.2

Man-Day " L.S

3.5 35.3 …


9 Cement Concrete 1:6:12 using 6 mm to 20 mm Stone or River Shingle Shingle Aggregate Aggregate in Foundation. ( For 10 cum) Cement Sand Stone or river shingle aggregate (6 mm mm to 20 mm gauge) Mason Workers Water Charges 10 Cement Concrete 1:4:8 with 20 mm to 38 mm Stone or River Shingle Aggregate. ( For 10 cum) Cement Sand Stone or river shingle aggregate Mason Workers Water Charges

kg 1875.3 cum 5.2 " 10.4 Man-Day 3.5 " 35.3 L.S …

11 Lime Concrete (1:1:1:6) with Gravel Gravel Aggregate. Aggregate. ( For 10 cum) Gravel Lime mortar 1:1:1 Mason Workers Sundries Water Charges

cum " Man-Day " L.S L.S

10.0 3.8 1.8 24.7 … …

12 Lime Concrete 1:1:4 in Foundation using Medium Brick Aggregate. ( For 10 cum) Lime mortar Brick bat aggregate Mason Workers Sundries Water Charges


3.4 10.0 1.8 24.7 … …

Remarks

12


Sr. No.


Unit

Quantity

13 Lime Lime Concret Concretee 1:2:6 with Gravel Gravel or or Broken Broken Brick Aggregate. ( For 10 cum) Gravel Lime Sand Mason Workers Water Charges

cum " " Man-Day " L.S

10.0 1.8 3.5 1.8 35.3 …

14 Lime Concrete Concrete (1:1:1:6) with Broken Broken Brick or Stone Ballast. ( For 10 cum) Ston tone or brick rick balla allast st 38 mm gaug auge Lime mortar 1:1:1 Mason Workers Sundries Water Charges

cum cum " Man-Day " L.S L.S

10. 10.0 3.4 1.8 24.7 … …

kg cum cum

1298.3 9.0

" " Man-Day " L.S

1.8 4.5 3.5 35.3 …

cum " "

1.8 5.4 8.9

Man-Day " L.S

3.5 35.3 …


15 Composite Concrete with Stone Ballast, River Shingle or Hill Gravel, 1:2:5:10. ( For 10 cum) Cement 0.1 cum Sto Stone ne ball ballas astt 20 mm gaug auge, riv river shi shingle ngle or hill gravel Lime Sand Mason Workers Water Charges 16 Cement Concrete Concrete (1:3:5) using Medium Medium Fine Fine Stone, or River Shingle Aggregate. ( For 10 cum) Cement Sand Stone or river shingle aggregate (20 mm mm to 38 mm) Mason Workers Water Charges

Remarks

13


Sr. No.


Unit

Quantity


17 Mixing only Granolithic Mix (1:2½) with 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 mm Down 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 mm Marble Chippings in Coloured Cement. ( For 10 cum) Colour-crete 6 mm marble chippings Mason Workers Water Charges

kg 5193.0 cum 10.8 Man-Day 3.5 " 17.7 L.S …

20 Mixing only Terrazzo Mix (1:2) (1:2) with 6 mm Down Down Marble Chippings in Coloured Cement. ( For 10 cum) Colour-crete 6 mm marble chippings Mason Workers Water Charges

kg 6924.1 cum 9.6 Man-Day 3.5 " 17.7 L.S …

Remarks

14


Sr. No.


Unit

Quantity

cum sqm kg … Each "

4.6 110.0 14.6 … 43.1 21.5

Remarks


21 Timber Timber Shuttering Shuttering (Form (Form Work). Work). ( For 100 sqm ) Timber scantling Timber planks 25 mm Nails and spikes M.S. bolts and washers if required Carpenters Workers

(1) Add one more carpenter for beams, lintels and walls. (2)Add two more carpenters for stairs and columns. (3)Add two more carpenters for T&G. 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, Flooring, Walling, Walling, Ceiling Works etc. ( For 10 sqm ) Marking Ink Plumb Bob Worker

L.S L.S Man-Day

… … 2.1

23 Providing and Fixing Required Materials for Expansion Joints. (For 100 m) Plas Plasti ticc Stri Strip/ p/Br Bron onze ze Stri Strip/ p/Al Alum umin iniu ium m Stri Strip p Timber plank (150 mm-300 mm) Concrete Nails Carpenter Worker

m " L.S Man-Day "

103. 103.3 3 113.2 … 3.3 6.6

5% wastage

15


Sr. No.


Unit

Quantity

Remarks

24 Providing Providing and and Fixing Water Water Stopper Stopper for Construction Joints. ( For 10 m ) PVC Water Stopper 150 mm-300 mm Width Binding Wire Worker

m kg Man-Day

10.5 0.5 1½

5% wastage

25 Providing and Fixing Hydroswelling Waterstoppers for Construction Joints. ( For 10 m ) Hydroswelling Waterstoppers (25mmx 20mm) Concrete Nails Head Worker Worker

m kg Man-Day "

10.0 0.9 1.0 1.0

26 Providing and Fixing Rubber Waterstopper Waterstopper for Construction Joints. ( For 10 m ) Rubber Waterstopper 200 mm width Head Worke rker Worker

m Man-Day "

10.5 1.0 1.0

27 Caulking Caulking for Waterproofing Waterproofing Works. Works. (For 100 m) Sealan alantt (Silicon/Polyurethane) Worker

litre Man-Day

3.9 1.0

litre No " Man-Day "

21.5 1.1 1.1 1.1 2.1


28 Waterproofing for Swimming Swimming Pool, Bath & W/C, Ground Tank, Tank, Retaining Retaining Wall, Wall, Roof Roof Slab, Roof Deck, and Wet Areas. (A) Coating Coating Type Type : Liquid Liquid ( For 10 sqm ) Liquid Polyurethane Type (1 mm) : 2 Coats Roller Brush Head Worker Worker

5% wastage

16


Sr. No.


Unit

Quantity

Remarks

(B) Coating Coating Type : Liquid+P Liquid+Powder owder ( For 10 sqm ) 5 kg (Liquid)+12 kg ( Powder) : 2 Coats Roller Brush Head Worker Worker

kg No " Man-Day "

18.3 1.1 1.1 1.1 2.1

(C) Coating Coating Type Type : Powder Powder ( For 10 sqm ) Crystalline Capillary Coat (1 mm) : 2 Coats Roller Brush Head Worker Worker

kg No " Man-Day "

16.1 1.1 2.1 1.1 3.2

(D) Coating Coating Type : Membrane Membrane (Self Adhesive Adhesive)) ( For 10 sqm ) Self-Adhesive Bitumen Membrane (2 mm) Pr Primer Ro Roller Br Brush Protection Board Head Worker Wo Worker

sqm litre No " m Man-Day "

10.5 2.1 1.1 1.1 11.3 1.1 2.1

5% wastage

(E) Coating Coating Type : Membrane Membrane (Torch on Membrane) Membrane) ( For 10 sqm ) Bitumen Membrane (4 mm) Pr Primer Ga Gas Ro Roller Br Brush Se Sealant Flashing Aluminium To Torch Head Worker Wo Worker

sqm litre kg No " litre L.S L.S Man-Day "

10.5 2.1 0.2 1.1 1.1 0.6 … … 1.1 2.1

5% wastage


17


Sr. No.


Unit

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

29 Providing Providing Water Water Proofing Admixture Admixturess for Water-Retaining Structure. Water Proofing Admixtures 0.2-0.5 % By Weight of Cement (No Extra Labour Should Should Be Provided. Use During Concreting Process) 30 Providing Water Reducing Concrete Admixtures. Admixtures. (As Hardening Accelerator for High Early Strength Concrete) Water Reducing Concrete Admixture 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 Providing Accelerating Accelerating and Waterproofing Waterproofing Shotcrete Admixtures. (For Dry or Wet Shotcrete Mixes) Shotcrete Admixture Admixture (Liquid (Liquid Type) 3.7 % By Weight of Cement Cement (No Extra Labour Should Be Provided. Use During Concreting Process) 32 Providing Providing Accelerating Accelerating and Waterproofing Waterproofing Shotcrete Admixtures. (For Dry Shotcrete Mixes) Shotcrete Admixture Admixture (Liquid (Liquid Type) 2.4 % By Weight of Cement (No Extra Labour Should Should Be Provided. Use During Concreting Process)

Quantity

Remarks

18


Sr. No.


Unit

Quantity

L.S

…

Man-Day L.S

1 …

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

33 Providing Bonding Agent and Waterproofing Admixtures. (For this Layer Layer Patching, Floor Screeds, Concrete Concrete Repair Mortars) Waterproofing Admixture 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. (For Grouting Pre-Stressed Cable Duets, Rock and Soil Anchoring) Grout Admixture 1.2 % By Weight of Cement 36 Curing Curing Work Work for 14 14 days ( For 10 sqm ) Worker Water Charges

Remarks

19


Sr. No.


Unit

Quantity

Remarks

IV. REINFORCED CONCRETE (HAND MIXED)

1 Reinforced Reinforced Concrete Concrete Work Work 1:2:4 1:2:4 ( For 10 cum ) Cement 0.2 cum Coarse agg : 6 mm to 20 mm gauge Sa Sand Masons Wo Workers Water Charges 2 R.C.C. 1 : 2½ : 5, Mile, Mile, Furlong and Boundary Posts ( For 10 cum) Cement 0.2 cum No.6 G.I. Plain Wire Coal tar for filling in letters Ballast 6 mm to 20 mm gauge Sa Sand Shut hutteri tering ng lum lump sum sum all allowin owing g sam same form form to be used several times Masons Wo Workers Water Charges 3 R.C.C. 1:2:4 Intermediate Intermediate Fence Posts Posts 1.8 m Long, 150 mm SQ. Base, 100 mm SQ. Top ( For 10 cum ) Cement 0.2 cum 10 mm Ø M.S Rods Binding wire Ballast 6 mm to 20 mm gauge Sa Sand Shut hutteri tering ng lum lump sum sum, allo allowi wing ng sam same form formss to be used several times. Masons Wo Workers Water Charges 4 R.C.C. 1:2:4, Gate and Corner Posts Posts 2m Long, 200 mm SQ.Base, 150 mm SQ. Top ( For 10 cum ) Cement 0.2 cum 10 mm Ø M.S Rods

kg 3317.8 cum 9.2 " 4.6 Man-Day 7.1 " 53.0 L.S …

kg " " cum " L.S L.S

2740.8 408.7 4.8 9.4 4.7 …

Man-Day " L.S

10 1 0.6 70.7 …

kg " " cum " L.S L.S

3317.8 1397.6 128.2 9.2 4.6 …

Man-Day " L.S

10 1 0.6 70.7 …

kg "

3317.8 743.7

5% wastage

5% wastage

20


Sr. No.


Unit

Quantity

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

Binding wire Ballast 6 mm to 20 mm gauge Sa Sand Shut hutteri tering ng lum lump sum sum all allowin owing g sam same form formss to be used several times. Masons Wo Workers Water Charges

kg cum " L.S L.S

70.5 9.2 4.6 …

Man-Day " L.S

10 1 0.6 70.7 …

5 R.C.C. Pipe Pipe for Culvert 300 mm dia. 0.6 m Long, Long, 60 mm thick, 1:2:4 for One Pipe. ( 0.05 cum ) Cement Triangular mesh RIF style No.245 Binding wire Ballast 6 mm to 20 mm gauge Sa Sand Special Shutterings for pipe Ma Mason Wo Workers Water Charges

kg sqm kg cum " L.S Man-Day " L.S

14.5 0.7 0.1 0.1 0.1 …

6 R.C.C. Pipe Pipe 600 mm dia. 0.6 m Long, 60 mm thick 1:2:4 for One Pipe. ( 0.1 cum ) Cement 0.1 cum Triangular mesh RIF style, No.245 Binding wire Ballast 6 mm to 20 mm gauge Sa Sand Special shuttering for pipe Ma Mason Wo Workers Water Charges

kg sqm kg cum " L.S Man-Day " L.S

27.7 1.3 0.1 0.1 0.1 …

kg sqm kg cum

59.0 2.0 0.1 0.2

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

⅛

¾ …

¼ 1½ …

Remarks

21


Sr. No.


Unit

Quantity

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

Sa Sand Special shuttering for pipe Ma Mason W Wo orkers Water Charges

cum L.S Man-Day " L.S

8 R.C.C. Pipe Pipe 1200 mm dia. 600 mm mm Long, 125 mm mm thick 1:2:4 for One Pipe. ( 0.5 cum ) Cement 0.1 cum kg Triangular mesh RIF style, No.365 sqm Binding wire kg Ballast 6 mm to 20 mm gauge cum Sa Sand " Special shuttering L.S Ma Masons Man-Day W Wo orkers " Water Charges L.S 9 75 mm R.C.C. (1:2:4) (1:2:4) using Fine Stone Stone or River Shingle Shingle Aggregate and B.R.C No.10 No.10 Including Use and Waste of Forms and Shutterings. ( For 10 sqm ) R.C.C. 1:2:4 cum B.R.C No.10 fabric fixed sqm Shuttering formwork (rate reduced to 1/6 for " reason of repeated use). Ma Mason Man-Day W Wo orkers " Water Charges L.S 10 Curing Curing Work Work for 14 14 days ( For 10 sqm ) Worker Water Charges

Man-Day L.S

0. 0.1 … 1.0 2.0 …

110.7 2.7 0.1 0.5 0.1 … 1½ 3.0 …

0.8 11.0 1.0 0.8 4.3 …

1 …

Remarks

22


Sr. No.


Unit

Quantity

CONCRETE MIXED BY MACHINE

1 Mixing and Placing Cement Concrete 1:3:6 with Stone Ballast Ballast or River Shingles Shingles or Brick agg. 38 mm mm Gauge Wheeled Wheeled by Hand in Barrows. ( For 10 cum ) Cement 0.2 cum Ston Stonee ball ballas ast, t, shin shingl gles es or bric brick k agg. agg. 38 mm gaug gaugee Sa Sand Fu Fuel Ma Mason Wo Workers Machine driver Water Charges

kg 2308.0 cum cum 10.0 10.0 " 5.0 litre 32.1 Man-Day 3.5 " 21.2 " 1.8 L.S …

2 Mixing only Cement Concrete Concrete 1:2:4, with 12 mm to 20 mm Gauge Stone Chippings on River Shingle agg. Wheeled by Hand in Barrows. ( For 10 cum ) Cement 0.2 cum Stone chippings or river shingle Sand Fu Fuel Ma Mason Workers Machine driver Water Charges

kg 3317.8 cum 10.0 " 5.0 litre 32.1 Man-Day … " 10.6 " 1.8 L.S …

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) Sa Sand cum 5. 5.0 Fu Fuel litre 32.1 Ma Mason Man-Day 3.5 Wo Workers " 28.3 Machine driver " 1.8 Water Charges L.S …

Remarks

23


Sr. No.


Unit

Quantity

CONCRETE MIXED BY MACHINE --- contd.

4 Mixing and Placing Cement Concrete 1:1½:3 with Stone Ballast or River River Shingle Shingle agg. 6 mm mm to 20 mm Gauge Wheeled by Hand in Barrows. ( For 10 cum ) Cement 0.3 cum Stone or Shingle 6 mm to 20 mm gauge Sand Fu Fuel Ma Mason Wo Workers Machine driver Water Charges

kg 4471.8 cum 10.0 " 5.0 litre 32.1 Man-Day 3.5 " 28.3 " 1.8 L.S …

5 Transporting, Placing and Consolidating Consolidating Cement Concrete (Not Reinforced) Lead 30.5 m and 4.6 m Above or Below Mixer. ( For 10 cum ) (a) Foundatio Foundation n and Floors Floors Ma Mason Wo Workers

Man-Day "

3.5 17.6

(b) (b) Wall Wallss Ma Mason Wo Workers

Man-Day "

3.5 24.7

(a) Foundatio Foundation n and Floors Floors Ma Mason Wo Workers

Man-Day "

3.5 21.2

(b) (b) Wall Wallss Ma Mason Wo Workers

Man-Day "

3.5 28.3

Man-Day "

7.1 21.2

Lead 30.5 m and 4.6 m Above or Below Mixer.

6 Transporting, Placing and Consolidating Consolidating Cement Concrete (Reinforced) Lead 30.5 m and 4.6 m Above or Below Mixer. (a) Foundatio Foundation n and Floors Floors Masons Wo Workers

Remarks

24


Sr. No.


Unit

Quantity

(b) (b) Wall Wallss Masons Wo Workers

Man-Day "

7.1 28.3

(c) Colu Column mnss Masons Wo Workers

Man-Day "

7.1 31.8

Man-Day "

7.1 24.7

Man-Day "

7.1 31.8

Man-Day "

7.1 35.3

Remarks

CONCRETE MIXED BY MACHINE --- contd.

Lead 30.5 m and 4.6 m Above or Below Mixer. (a) Foundatio Foundation n and Floors Floors Masons Wo Workers (b) (b) Wall Wallss Masons Wo Workers (c) Colu Column mnss Masons Wo Workers 7 Grade - 20 Reinforced Reinforced Cement Cement Concrete Concrete ( For 10 cum) Ce Cement Sand (Zone IV) Aggregates (Maximum size - 40mm) Ad Admixture Ma M ason Wo W orker Water Charges 8 Grade - 25 Reinforced Reinforced Cement Cement Concrete Concrete ( For 10 cum) Ce Cement Sand (Zone IV) Aggregates (Maximum size - 40mm) Ad Admixture Ma M ason Wo W orker Water Charges

For reference reference only B.S Specification kg cum " kg Man-Day " L.S

3000 3.1 9.3 30.0 3. 3 .5 21.2 … For reference reference only B.S Specification

kg cum " kg Man-Day " L.S

3400 2.9 9.3 34.0 3. 3 .5 21.2 …

25


Sr. No.


Unit

Quantity

Remarks

CONCRETE MIXED BY MACHINE --- concld.

9 Grade - 30 Reinforced Reinforced Cement Cement Concrete Concrete ( For 10 cum) Ce Cement Sand (Zone IV) Aggregates (Maximum size - 40mm) Ad Admixture Ma M ason Wo W orker Water Charges 10 Curing Curing Work Work for 14 14 days ( For 10 sqm ) Worker Water Charges

For reference reference only B.S Specification kg cum " kg Man-Day " L.S

3700 2.7 9.2 37.0 3. 3 .5 21.2 …

Man-Day L.S

1 …

26


Sr. No.


Unit

Quantity

Remarks

V. BRICK WORK

1 Brick Work 1st Class in Composite Mortar Mortar 1:1:6. ( For 10 cum ) 1st Class Brick 230 mm x 110 mm x 70 mm Ce C ement Li Lime Sand Masons Wo Workers Scaffolding and Sundries Water Charges

Allow two more workers for each

No kg cum " Man-Day " L.S L.S

4770 596.2 0. 0.4 2.5 14 1 4.1 21.2 … …

additional storey of the Bldg. Allow extra for scaffolding for each additional storey. For the bricks smaller than 230mmx110mmx70mm the number of bricks can be estimated by

2 Brick Work 1st Class in in Cement Mortar (1:3) ( For 10 cum ) Cement 0.1 cum 1st Class Bricks 230 mm x 110 mm x 70 mm Sa Sand Masons Wo Workers Water Charges

kg 1250.2 No 4770 cum 2. 2.6 Man-Day 14 1 4.1 " 21.2 L.S …

3 Brick Work Work (with Local Local Hand Made Bricks) Bricks) in Cement Mortar (1:3) ( For 10 cum ) Cement 0.1 cum Hand Made Bricks 230 mm x 105 mm x 65 mm Sa Sand Masons Wo Workers Water Charges


4 Brick Work 1st Class in Arches in 1:3 Cement Mortar. ( For 10 cum ) Cement 0.1 cum 1st Class Bricks 230 mm x 110 mm x 70 mm Sa Sand Masons Wo Workers Scaffolding and centering ,etc. Water Charges

kg 1250.2 No 4770 cum 2. 2.6 Man-Day 17 1 7.7 " 21.2 L.S … L.S …

volume ratio.

27


Sr. No.


Unit

Quantity

V. BRICK WORK---- contd.

5 Brick Work 1st Class in in 1:2 Cemen Cementt Mortar. Mortar. ( For 10 cum ) Ce C ement 1st Class Bricks 230 mm x 110 mm x 70 mm Sa Sand Masons Wo Workers Water Charges


6 Brick Work Work 1st Class Class in 1:4 Cement Mortar. Mortar. ( For 10 cum ) 1st Class Bricks 230 mm x 110 mm x 70 mm Ce Cement Sa Sand Masons Wo Workers Water Charges

No kg cum Man-Day " L.S

4770 1010 2. 2.8 14 1 4.1 21.2 …

7 Cornice 150 mm mm Deep 1st 1st Class Brick Work in 1:3 Cement Mortar. (For 10 m) 1st Class Bricks 230 mm x 110 mm x 70 mm Ce Cement Sa Sand Masons laying and cutting W Wo orkers Water Charges


90 22.3 0. 0.1 1.3 0.9 …

8 230 mm thick Honey-Comb Honey-Comb Brick Work 1st Class in 1:3 Cement Mortar. (For 10 sqm) 1st Class Bricks 230 mm x 110 mm x 70 mm Ce C ement Sa Sand Masons W Wo orkers Water Charges


753.5 275.4 0. 0.6 3.8 3.8 …

9 115 mm thick Honey-Comb Honey-Comb Brick Work with 1st Class Brick in Cement Mortar 1:3. (For 10 sqm) Br B ricks

No

377

Remarks

28


Sr. No.


Unit

Quantity

kg cum Man-Day " L.S

146.5 0. 0.3 2.2 2.2 …

10 Brick Curb 115 mm x 75 75 mm in in Cement Mortar 1:3 1:3 and Plastered 12 mm thick in the Same Mortar. (For 100 m) Br B ricks Cement mortar 1:3 12 mm cement mortar plastering Ma Mason Wo Workers Water Charges

No cum sqm Man-Day " L.S

452 0.3 27 2 1 …

11 Brick Work Work 1st Class in Lime Mortar Mortar (1:1:1) ( For 10 cum ) 1st Class Bricks 230 mm x 110 mm x 70 mm Lime mortar 1:1:1 Masons Wo Workers Scaffolding and sundries Water Charges

No cum Man-Day " L.S L.S

4770 2.6 14 1 4.1 17.7 … …

12 Brick Work 1st Class in in Arches in Lime Lime Mortar (1:1:1) ( For 10 cum ) 1st Class Bricks 230 mm x 110 mm x 70 mm Lime mortar 1:1:1 Masons Wo Workers Scaffolding and centering, etc. Water Charges


4770 2.6 17 1 7.7 17.7 … …

13 Brick Work Work 1st Class in Lime Mortar Mortar 1:2 ( For 10 cum ) 1st Class Bricks 230 mm x 110 mm x 70 mm Lime Sa Sand Masons Wo Workers

No cum " Man-Day "

4770 1.2 2.4 14 1 4.1 21.2

Remarks

V. BRICK WORK---- contd.

Ce C ement Sa Sand Masons W Wo orkers Water Charges

See 11,8

29


Sr. No.


Unit

Quantity

L.S

…


4770 2.6 14 1 4.1 17.7 … …

15 Cornice 150 mm Deep 1st Class Brick Work in Lime Lime Mortar (1:1:1) (For 100 m) 1st Class Bricks 230 mm x 110 mm x 70 mm No Lime mortar 1:1:1 cum Masons laying and cutting Man-Day Wo Workers " Water Charges L.S

902 0.5 13 9 …

V. BRICK WORK---- concld.

Water Charges 14 Brick Work Work 1st Class in Lime Mortar Mortar 1:1 ( For 10 cum ) 1st Class Bricks 230 mm x 110 mm x 70 mm Lime mortar 1:1 Masons Wo Workers Scaffolding and sundries Water Charges

16 Honey-Comb Honey-Comb Work with Brick 1st Class and Plastered One Coat 10 mm Lime Mortar. (For 10 sqm) 1st Class Bricks 230 mm x 110 mm x 70 mm Lime mortar 1:1:1 Masons W Wo orkers Water Charges

No cum Man-Day " L.S

753.5 0.6 9.7 6.5 …

17 Brick Work in Mud with with Sun Burnt Burnt Bricks. ( For 10 cum ) Sun burnt bricks Cl Clay Masons Wo Workers Scaffolding and sundries Water Charges


4770 3. 3.0 10 1 0.6 17.7 … …

Remarks

30


Sr. No.


Unit

Quantity

1 Coursed Coursed Rubble Rubble Dry Stone Masonry. Masonry. ( For 10 cum ) Rubble stone Masons W Wo orkers Scaffolding and sundries

cum Man-Day " L.S

12.5 7.1 7.1 …

2 Stone Pitching 300 mm or 450 mm mm Stone. Stone. ( For 10 cum ) Rubble stone Masons W Wo orkers

cum Man-Day "

10.9 7.1 7.1

3 150 mm Spawls Spawls under under Stone Pitching Pitching.. ( For 10 cum ) Stone spawls Masons W Wo orkers

cum Man-Day "

10.0 1.8 1.8

4 Coursed Coursed Rubble Rubble Stone Masonry Masonry in Cement Cement Mortar 1:3 ( For 10 cum ) Cement 0.1 cum Rubble stone (selected) Sa Sand Masons Wo Workers Scaffolding and sundries Water Charges

kg 1442.5 cum 12.5 " 3.0 Man-Day 31 3 1.8 " 21.2 L.S … L.S …

5 Coursed Coursed Rubble Rubble Stone Masonry Masonry in Cement Cement Mortar 1:3 1:3 in Arches. ( For 10 cum ) Cement 0.1 cum Rubble stone (selected) Sa Sand Masons Wo Workers Scaffolding and centering, etc. Water Charges

kg 1586.7 cum 12.5 " 3.3 Man-Day 35 3 5.3 " 28.3 L.S … L.S …

VI. STONE WORK

Remarks

31


Sr. No.


Unit

Quantity

VI. STONE WORK----contd.

6 Random Rubble Stone Stone in Cement Mortar Mortar 1:3 Rough Dressed. ( For 10 cum ) Stone roughly dressed Sa Sand Ce C ement Masons Wo Workers Water Charges

cum 15.0 " 4.0 kg 1891.3 Man-Day 14 1 4.1 " 17.7 L.S …

7 Coursed Rubble Rubble Stone Masonry in Lime Mortar Mortar 1:1:1 ( For 10 cum ) Rubble stone (selected) Lime mortar 1:1:1 Masons Wo Workers Scaffolding and sundries Water Charges


12.5 3.4 31 3 1.8 21.2 … …

8 Random Random Rubble Rubble Stone in Lime Mortar Mortar 1:1:1 Rough Dressed. ( For 10 cum ) Stone roughly dressed Lime mortar 1:1:1 Masons Wo Workers Scaffolding and sundries Water Charges


15.0 4.0 14 1 4.1 17.7 … …

9 Coursed Rubble Rubble Stone Masonry in Lime Mortar Mortar 1:1:1 in Arches. ( For 10 cum ) Rubble stone (selected) Lime mortar 1:1:1 Masons Wo Workers Scaffolding, centering and sundries Water Charges


12.5 3.4 35 3 5.3 28.3 … …

Remarks

32


Sr. No.


Unit

Quantity

VI. STONE WORK----concld.

10 Laterite Blockwork with Dressed 400mmx200m 400mmx200mmx150mm mx150mm Blocks in in Cement Mortar 1:4. ( For 10 cum ) Laterite Blocks No Cement 0.1 cum kg Sa Sand cum Masons Man-Day Wo Workers " Scaffolding, centering and sundries L.S Water Charges L.S

785 721.3 2. 2.0 10 1 0.6 14.1 … …

Remarks

33


Sr. No.


Unit

Quantity

Remarks

VII. PLASTERING AND POINTING

1 Plastering with Damp Proof Cement Mortar 20 mm thick 1:2 (For 10 sqm) Cement 0.1 cum Impermo (5% by weight of cement) Sa Sand Masons Wo Wokers Su Sundries Water Charges

kg " cum Man-Day " L.S L.S

158.2 7.9 0. 0.2 1.6 3.2 … …

2 Plastering with 1:2 Cement Mortar 12 mm thick. (For 10 sqm) Ce C ement Sa Sand Ma Mason W Wo orkers Water Charges


109.9 0. 0.1 1.1 2.1 …

3 Plastering with 1:3 Cement Mortar 12 mm thick. (For 10 sqm) Ce Cement Sa Sand Ma Mason W Wo orkers Water Charges


73.2 0. 0.1 1.1 2.1 …

4 Plastering with 1:3 Cement Mortar 20 mm thick. (For 10 sqm) Ce C ement Sa Sand Masons W Wo orkers Water Charges


109.8 0. 0.2 1.6 2.2 …

5 Plastering with 1:4 Cement Mortar 12 mm thick. (For 10 sqm) Ce Cement Sa Sand Ma Mason W Wo orkers Water Charges


54.9 0. 0.1 1.1 2.1 …

Allow one more worker for each additional storey of the Bldg.

34


Sr. No.


Unit

Quantity

6 Plastering 12 mm thick with Lime Mortar 1:1 (For 10 sqm) Lime mortar 1:1 Ma Mason W Wo orkers Su Sundries Water Charges

cum Man-Day " L.S L.S

0.1 1.1 2.1 … …

7 Plastering 12 mm thick with Lime Mortar 1:2 (For 10 sqm) Lime Sa Sand Ma Mason W Wo orkers Water Charges

cum " Man-Day " L.S

0.1 0.1 1.1 2.1 …

8 Plastering with Lime Lime Mortar 12 mm mm thick (2:3:1) (2:3:1) (For 10 sqm) Lime mortar for plaster (2:3:1) Ma Mason W Wo orkers Su Sundries Water Charges


0.1 1.1 2.1 … …

9 Plastering with 1:2:6 Composite Composite Mortar 12 mm mm thick. (For 10 sqm) Cement 0.1 cum kg Li Lime cum Sa Sand " Ma Mason Man-Day W Wo orkers " Su Sundries L.S Water Charges L.S

35.2 0. 0.1 0.1 1.1 2.1 … …

10 Plastering with 1:1:6 Composite Mortar 12 mm mm thick. (For 10 sqm) Cement 0.1 cum kg Li Lime cum Sa Sand " Ma Mason Man-Day Wo Worker " Su Sundries L.S

36.6 0. 0.1 0.1 1.1 2.1 …

VII. PLASTERING AND POINTING----contd.

Remarks

35


Sr. No.


Unit

Quantity

L.S

…

11 Plastering 12 mm thick Cement Cement Mortar 1:3 with 5% Impermo by weight of Cement. (For 10 sqm) Cement mortar 1:3 Im I mpermo Ma Mason Wo Worker Su Sundries Water Charges

cum kg Man-Day " L.S L.S

0.1 3.7 1.1 2.1 … …

12 Mud Plasteri Plastering ng 6 mm thick. thick. (For 10 sqm) Tempered clay chopped - straw and cow - dung Ma Mason W Wo orker Water Charges

cum Man-Day " L.S

0.1 1.1 1.1 …

13 Pointing Pointing with 1:1:6 Composit Compositee Mortar. (For 10 sqm) Ce Cement Li Lime Sa Sand Ma Mason Wo Worker Su Sundries Water Charges

kg cum " Man-Day " L.S L.S

14.6 0. 0.1 0.1 1.1 2.1 … …

14 Pointing Pointing with 1:2:6 Composit Compositee Mortar. (For 10 sqm) Cement 0.1 cum Li Lime Sa Sand Ma Mason W Wo orkers Su Sundries Water Charges

kg cum " Man-Day " L.S L.S

14.1 0. 0.1 0.1 1.1 2.1 … …

kg

40.5

VII. PLASTERING AND POINTING----contd.

Water Charges

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

Remarks

36


Sr. No.


Unit

Quantity

cum Man-Day " L.S

0. 0.1 1.1 2.1 …

16 Pointing with with Cement Mortar 1:3 to Full Depth of Tiles, Marble Tiles, Marseilles Tiles, Glazed Tiles, etc. (For 10 sqm) Ce Cement Sa Sand Ma Mason W Wo orkers Colouring matters and sundries Water Charges

kg cum Man-Day " L.S L.S

7.3 0. 0.1 1.1 2.1 … …

17 Pointing Pointing with with Cement Cement Mortar 1:3 (For 10 sqm) Ce Cement Sa Sand Ma Mason W Wo orkers Water Charges


29.3 0. 0.1 1.1 2.1 …


0.1 1.1 2.1 … …


0.1 1.1 2.1 … …

Man-Day L.S

½

VII. PLASTERING AND POINTING ---- concld.

Sa Sand Ma Mason W Wo orkers Water Charges

18 Pointing Pointing with with 2:3:1 Lime Lime Mortar. Mortar. (For 10 sqm) Lime mortar for plaster 2:3:1 Ma Mason W Wo orkers Su Sundries Water Charges 19 Pointing Pointing with with Lime Mortar Mortar (1:1) (1:1) (For 10 sqm) Lime mortar 1:1 Ma Mason W Wo orkers Su Sundries Water Charges 20 Curing Curing Work Work for 7 days days ( For 10 sqm ) Worker Water Charges

…

Remarks

37


Sr. No.


Unit

Quantity

Remarks

1 Thitya, Ingin, Ingin, Pyingado Pyingado Wood Work Work Wrought Wrought and Fixed. (For 10 cum) Thitya, ingin, pyingado Nails & spikes Ca Carpenters

cum kg Man-Day

11.0 44.7 84.5

10% wastage.

2 Jungle Jungle Wood Work Wrough Wroughtt and Fixed. (For 10 cum) Jungle wood scantling Nails & spikes Ca Carpenters

cum kg Man-Day

11.0 44.7 70.4

10% wastage.

3 Wood Work Wrought and Fixed in Fencing and Bridges. (For 10 cum) Sc Scantling Nails & spikes Ca Carpenters

cum kg Man-Day

11.0 44.7 49.3

10% wastage.

cum

0.1

10% wastage.

cum

0.1

15% wastage.

kg Man-Day

0.4 2.0

cum

0.1

10% wastage.

cum

0.1

15% wastage.

kg Man-Day

0.2 1½

VIII. WOOD WORK

4 Teak Hand Hand Railing Railing 1st Class Class Plain. (For 2.5 m) Horizontal Horizont al top, 1x2.4 mx100 mmx75 mm Horizontal Horizont al bottom b ottom --- do --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 Na N ails Ca Carpenters 5 Hand Railing Railing 2nd Class Class Plain (Other (Other than Teak) (For 2.5 m) Posts 1x1.1 mx100 mmx100 mm Horizontals, Horizont als, 2x2.4 mx75 mmx50 mm Verticals, Vertic als, 3x0.9 mx50 mmx40 mm Diagonals, Diagonals , 6x1.5 mx50 mmx40 mm Na N ails Carpenters

38


Sr. No.


Unit

Quantity

Remarks

cum

0.2

10% wastage.

cum

0.2

15% wastage.

kg Man-Day

0.9 8.0

cum

0.1

10% wastage.

cum

0.1

15% wastage.

kg Man-Day

0.9 4.0

cum " kg Man-Day

0.1 0.1 0.2 1½

10% wastage

9 Providing Wrought Jungle Wood Steps with 250 mmx50 mm Stringers and 225 mmx40 mmx40 mm Treads. Tread s. (For 1.5 sqm) Jungle wood, stringers cum Tr Treads " Na N ails kg Carpenters Man-Day

0.1 0.1 0.2 1½

10% wastage

VIII. WOOD WORK--- contd.

6 Teak Stair Case without Hand Railing Railing for 5.0 5.0 sqm. (3 mx1.5 m clear width) Stringers 2x3 mx300 mmx75 mm Treads 9x1.3 9x1.3 mx0.5 mx45 mm Risers 9x1.5 mx175 mmx10 mm Na N ails Ca Carpenters 7 Stair Case Case 2nd Class without without Hand Railing Railing (Other than Teak) For 3 sqm(3mx1m) Stringers 2x3 mx250 mmx75 mm Treads Tread s 6x1 mx225 mmx40 mm Riser 6x1 mx225 mmx10 mm Na N ails Ca Carpenters 8 Hard Wood Wood Steps for for Out Houses withou withoutt Hand Railing. For 1.5 sqm (1.5 mx1 m) Stringers 2x1.5 mx250 mmx50 mm Treads 4x1 mx200 mmx25 mm Na N ails Carpenters

10 Teak Gate Gate 1st Class Class for 4 m Wide Wide W.I hinges 2x1.5 m 2x1mx50 mmx10 mm 25 mmØ pintels, 4 Nos 12 mmØ bolts for hinges and hasps 17 Nos. 100 mm long Head & Nuts for bolts Locking hasp 1x0.5 m

kg " "

13.1 5.7 1.7

kg No

0.1 1.0

15% wastage

15% wastage

39


Sr. No.


Unit

Quantity

Remarks

cum

0.2

10% wastage

cum kg Man-Day

0.1 0.9 5.0

15% wastage

kg No

20.6 1.0


Top bar 2x2 mx212 mx212 mmx75 mmx75 mm Bottom & Centre rails 4x2 mx125 mmx75 mmx75 mm Diagonals, Diagonals , 2x2 mx125 mmx75 mm Outer stanchions, stanchi ons, 2x2mx125 mmx75 mm Inner stanchions, 2x1 mx125 mmx75 mm 50 mmx25 mm battens Na N ails Ca Carpenters 11 Gate 2nd Class Class (Other (Other than Teak) Teak) (For 4 m wide) W.I as above Item 10 Locking hasp 1x0.5 m Stanchions, Stanchi ons, 2x1.5 mx100 mmx50 mm Stanchions, Stanchi ons, 2x1 mx100 mmx50 mm Horizontals, Horizont als, 6x2 mx100 mmx50 mm Diagonals, Diagona ls, 2x2 mx100 mmx50 mm 50 mm x 25 mm battens Na Nails Ca Carpenters

cum

0.1

10% wastage

cum kg Man-Day

0.1 0.9 3.0

15% wastage

12 Eaves & Facia Boards Boards 300 mmx25 mmx25 mm Plank. (For 100 m) Planks 100 mx300 mmx25 mm Nails & screws Ca Carpenters

cum kg Man-Day

0.9 3.0 13.1

25% wastage

13 Eaves & Facia Boards Boards 250 mmx25 mmx25 mm Plank. (For 100 m ) Planks 100 mx250 mmx25 mm Nails & screws Ca Carpenters

cum kg Man-Day

0.8 3.0 11.5

25% wastage

14 150 mmx25 mmx25 mm Teak Facia & Eaves Boards. (For 100 m) Teak 25 mm plank Nails & screws Ca Carpenters

cum kg Man-Day

0.5 3.0 2.0

25% wastage

40


Sr. No.


Unit

Quantity

Remarks

15 200 mmx25 mmx25 mm Thitya, Ingin, Ingin, Pyingado Eaves Board Wrought & Fixed Including Earth Oiling 2 Coats. (For 100 m) Thitya, ingin, pyingado 200 mmx25 mm planks cum Nails & spikes kg Ca Carpenters Man-Day Earth oiling 2 coats sqm

0.6 3.0 9.8 45.7

25% wastage

16 225 mmx25 mmx25 mm Thitya, Ingin, Ingin, Pyingado Eaves Boards Wrought and Fixed Fixed Including Including Earth Oiling Oiling 2 Coats. (For 100 m) Thitya, ingin,pyingado 225 mmx25 mm plank cum Nails & spikes kg Ca Carpenters Man-Day Earth oiling 2 coats sqm

0.7 3.0 10.6 50.8

25% wastage

17 150 mmx25 mm mm Pyingado Pyingado Eave Boards Wrought & Fixed Fixed Complete Including Earth Oiling Oiling 2 Coats. Coats. (For 100 m) Pyingado 150 mmx25 mm planks cum Nails & spikes kg Ca Carpenters Man-Day Earth oiling 2 coats sqm

0.5 3.0 6.5 35.6

25% wastage

18 75 mmx25 mmx25 mm Facia Boards Planed and Earth Oiling 2 Coats and Fixed Complete. (For 100 m) 75 mmx25 mm plank cum Nails & screws kg Ca Carpenters Man-Day Earth oiling 2 coats sqm

0.2 1.5 4.9 12.8

25% wastage

19 75 mmx10 mmx10 mm Wrought Inn Inn Facia Boards Fixed Complete Including Earth Earth Oiling 2 Coats. (For 100 m) 75 mmx10 mm Inn plank Nails & screws Ca Carpenters Earth oiling 2 coats

0.1 1.5 4.1 10.2

25% wastage


cum kg Man-Day sqm

41


Sr. No.


Unit

Quantity

Remarks

20 450 mm Wide Wide Shelves Shelves with Brackets. Brackets. (For 5 m) Planks 1x5 mx450 mmx25 mm Br Brackets Nails & spikes Carpenters

cum " kg Man-Day

0.1 0.1 0.2 ¾

15% wastage

21 300 mm Wide Wide Shelves Shelves with Brackets. Brackets. (For 6 m) Plank 1x6 mx300 mmx25 mm Br Brackets Na N ails Carpenters

cum " kg Man-Day

0.1 0.1 0.2 ¾

15% wastage

VIII. WOOD WORK--- concld.

42


Sr. No.


Unit

Quantity

Remarks

cum

0.1

15% wastage

" L.S Man-Day

0.1 … 5

Do

sqm

0.8

15% wastage

cum

0.1

15% wastage

cum

0.1

Do

" kg Man-Day

0.1 0.2 4¾

Do

cum

0.1

15% wastage

cum

0.1

Do

L.S Man-Day

… 5

cum

0.1

IX. DOOR AND WINDOW

1 40mm thick Teak Panelled Door 1st Class for 2 m x 1 m (Double Leaf) (For 2 sqm ) Styles 4x2 mx100mmx40mm Top and bottom rails 4x0.5mx100m 4x0.5mx100mmx40mm mx40mm Lock rails 4x0.5mx200mmx40mm 4x0.5mx200 mmx40mm Pa Panels 6x0.5mx380mmx40mm Nails and glue Ca Carpenters 2 40mm 40mm thic thick k ⅓ Panelled and ⅔ Glazed Door, 1st Class for 2mx1m 2mx1m Double Leaf. (For 2 sqm ) 21 oz. sheet glass pane Styles 4x2.0mx100mmx40mm Top and bottom rails 4x0.5mx100mmx40mm 4x0.5mx100 mmx40mm Lock rails 2x0.5mx2 2x0..5mx200mm 00mmx40m x40mm m Sash bars 2x1mx40mmx40mm Sash bars 6x380mmx40mmx40mm Panels 2x0.5mx0.5mx25mm Nails and glue Carpenters 3 40mm 40mm thick Teak Panelle Panelled d Door for 2mx1m Single Leaf. (For 2 sqm ) Styles 2x2mx100mmx40mm Top and middle rails 2x1mx100mm 2x1mx100mmx40mm x40mm Bottom and lock rails 2x1mx200mmx40mm Vertical rails 1x1mx100mmx40mm 1x1mx100mmx40mm Panels 1x1mx0.5mx20mm Panels 2x1mx0.5mx15mm Panels 1x1mx0.5mx15mm Nails and glue Ca Carpenters 4 40mm thick Teak Ledged and Battened Battened Door for 2mx1m (For 2 sqm ) Styles 4x2.0mx100mmx40mm Rails 4x0.5mx150mmx40mm Lock rails 2x0.5mx150mmx40mm 2x0.5mx150 mmx40mm

15% wastage

43


Sr. No.


Unit

Quantity

Remarks

cum L.S Man-Day

0.1 … 3½

15% wastage

Sheet

2

cum

0.1

kg Man-Day

0.2 1½

cum

0.1

15% wastage

cum sqm kg Man-Day

0.1 1.9 0.2 1

Do

cum

0.1

15% wastage

cum sqm kg Man-Day

0.1 4 0.2 1

Do

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

T & G planking 12mx100mmx15mm Nails and glue Carpenters 5 Corrugated Corrugated Iron Iron Doors and Windows Windows for 2mx1m Double Leaf. (For 2 sqm ) Corrugated iron2x2mx0.5m Styles 4x2mx95mmx40mm Top and bottom rails, 4x0.5mx95mmx40mm 4x0.5mx95mmx40mm Diagonal rails 4x1mx95mmx40mm 4x1mx95mmx40mm Lock rails 2x0.5mx95mmx40mm Nails, etc. Carpenters

15% wastage

6 Single Coarse Coarse Bamboo Bamboo Mat Doors and Windows (For 2 sqm) Styles 4x2mx75mmx25mm Top rails 2x0.5mx75mmx25mm Bracings 6x1mx75mmx25mm Bottom rails 2x0.5mx100mmx25mm Lock rails, 2x2x0.5mx100mmx25mm 2x2x0.5mx10 0mmx25mm Covering strips 12mm(½ of above) Bamboo mats Na N ails Carpenter 7 Mat Door Door Double Double Leaf Leaf 1mx2m 1mx2m (For 2 sqm) Styles, 4x2mx75mmx25mm Top rails 2x0.5mx75mmx25mm Bracings, 6x1mx75mmx25mm Bottom rails 2x0.5mx100mmx25mm Lock rails, 2x2x0.5mx100mmx25mm 2x2x0.5mx10 0mmx25mm Covering strips 12mm (½ of above) Double mat best quality Na N ails Carpenter

44


Sr. No.


Unit

Quantity

Remarks

cum

0.1

15% wastage

cum sqm kg Man-Day

0.1 2 0.2

Do

sqm

0.6

15% wastage 15% wastage


8 Mat Window Window Double Double Leaf Leaf 1mx1m 1mx1m (For 1 sqm) Styles 4x1mx75mmx25mm Top and bottom rails 4x0.5mx75m 4x0.5mx75mmx25mm mx25mm Lock rails 2x0.5mx100mmx25mm Brace 4x1mx75mmx25mm Covering strips, 12mm(½ of above) Double mat best quality Na N ails Ca Carpenter

⅝

9 40mm thick Teak Glazed Window, 1st Class, 1m x 1m (Double Leaf) (For 1 sqm) 21 oz. sheet window glass panes Styles 4x1mx100mmx40mm Top and bottom rails 4x0.5mx100m 4x0.5mx100mmx40mm mx40mm Sash bars 6x0.5mx40mx40m 6x0.5mx40mx40m Nails and glue Ca Carpenters

cum

0.1

kg Man-Day

0.1 3

10 40mm thick Teak Glazed Fanlights, Supplied and Fixed Complete Complete and Including Including 18 oz. Glass and Glazing 1.5mx0.5m (For 0.75 sqm) Teak scantling Teak planks (sash) Wood screw, nails and glue Pivot hinges 55mmx20mm brass Safety catch brass self closing 18 oz. glass sheet Ca Carpenters

cum " L.S Pair No sqm Man-Day

0.1 0.1 2 1 0.6 2

cum

0.1

cum

0.1

cum

0.1

15% wastage

15% wastage

11 40mm thick Teak Movable Venetian Window 1st Class Double Leaf 1mx1m (For 1 sqm) Styles, 4x1.5mx100mmx40mm Top and bottom rails 4x0.5mx100m 4x0.5mx100mmx40mm mx40mm

15% wastage

Venetian flaps, 40x0.5mx100mmx50mm 40x0.5mx100mmx50mm Venetian rods, 4x1mx50mmx25mm Venetian beadings , 4x1mx25mmx25mm 4x1mx25mmx25mm Venetian bars, 6x0.5mx25mmx25mm 6x0.5mx25mmx25mm

Do

45


Sr. No.


Unit

Quantity

Remarks

kg Man-Day

0.2 6

sqm

0.4

15% wastage

cum

0.1

15% wastage

cum

0.1

Do

kg Man-Day

0.2 8½

sqm

0.5

15% wastage

cum

0.1

15% wastage

L.S Man-Day

… 7

cum

0.2


Nails and glue Ca Carpenters 12 40mm thick Teak Panelled Venetianed and Glazed Door 2.5mx1 m Double Leaf. (For 2.5 sqm) 21 oz. sheet window glass panes Styles 4x2.5mx100mmx40mm Top rails, 2x0.5mx115mmx40mm Middle rails, 2x0.5mx100mmx40mm 2x0.5mx100mmx40 mm Bottom and lock rails, 4x0.5mx225m 4x0.5mx225mmx40mm mx40mm Panels 2x0.5mx0.5mx20mm Sash bars 2x(0.5m+0.5m)x40mmx30m 2x(0.5m+0.5m)x40mmx30mm m Sash beads, 7mx12mmx12mm Venetian flaps, 18x0.5mx100mmx12mm 18x0.5mx100mmx12mm Venetian rods, 1.5mx50mmx25mm 1.5mx50mmx25mm Venetian beadings, 4x1mx25mmx25mm 4x1mx25mmx25mm Nails and glue Carpenters 13 40mm Teak Venetianed and Glazed Window 2mx1m (Double Leaf). (For 2 sqm) 21 oz. sheet window glass pane Styles, 4x1.5mx90mmx40mm Top rails, 2x0.5mx115mmx40mm Bottom rails, 2x0.5mx120mmx40mm 2x0.5mx120 mmx40mm Middle rails, 2x0.5mx100mmx40mm 2x0.5mx100mmx40 mm Sash bars, 2x1mx40mmx30mm Sash beads, 2x3.5mx12mmx12mm Venetian flaps, 20x0.5mx100mmx20mm 20x0.5mx100mmx20mm Venetian rods, 2x1mx50mmx20mm 2x1mx50mmx20mm Venetian beads, 4x1mx25mx25mm 4x1mx25mx25mm Nails and glue Ca Carpenters 14 Palisading Door Door Pyingado or Engin 2.5m x 1m (For 2.5 sqm) Quartering Quarte ring 6x0.5mx120mmx75mm Palisadings, Palisadi ngs, 8x2.5mx100mmx50mm Filling pieces for bolts 1x0.5mx100mmx50mm 1x0.5mx100mmx50mm

10% wastage

46


Sr. No.


Unit

Quantity

Man-Day No

1½ 24

Remarks


Carpenters M.S. bolts150mmx12mm 15 25mm 25mm thick thick Inn Inn C.G.I. C.G.I. Doors Doors and and Windows Windows (32G) (32G) Fixed Complete Complete with Iron Iron Fittings, Fittings, 1mx2m 1mx2m (For 2 sqm) Inn 25mm planks C.G.I sheets 32 G. 2m Roofing nails Ca Carpenters 100mm butt hinges 150mm hooks and eye 150mm tower bolts 150mm hasp and staple

Double leaf.

cum No kg Man-Day No " " "

0.1 2 0.2 1 6 2 2 1

15% wastage

150mm tower bolt 1 No.& 225mm tower bolt 1 No. for door door

16 25mm thick J.Wood J.Wood Battened Doors and Windows Fixed Complete Complete with Iron Iron Fittings Fittings 2mx1m 2mx1m (For 2 sqm) J.W 25mm planks J.W 12mm T & G Nails and glue Ca Carpenters 100mm butt hinges 150mm hook and eye 150mm tower bolts 150mm hasp and staple

Double leaf.

cum " L.S Man-Day No " " "

17 J.Wood Verandah Gate with 75mmx40mm 75mmx40mm Frame and 50mmx12mm 50mmx12mm Batten Fixed Complete (Double Leaf) 1mx1m (1 sqm) J.wood scantling cum 12mm J.wood plank " 20mm hoop iron catch No 100mm butt hinges " Na N ails kg Carpenter Man-Day

0.1 0.1 4 6 2 2 1

0.1 0.1 1 4 0.1 1

15% wastage

For door(150mm 1 No& 225mm-1 No.)

15% wastage

47


Sr. No.


Unit

Quantity

Remarks

No

3

cum

0.1

kg Man-Day

0.5 3

sqm

1.6

10% wastage

cum

0.1

15% wastage

kg Man-Day

0.5 2½

cum

0.1

sqm Man-Day

1 2

cum

0.1

sqm Man-Day

1 2


18 C.I. Door for for Garage with 125mmx50mm 125mmx50mm Frames and Bracings2mx2m (Double Leaf) (For 4 sqm) C.G. C.G.I. I. sheet sheet 2mx 2mx /75mm Styles, 4x2mx125mmx50mm Rails 6x1mx125mmx50mm Diagonals, Diagonals , 4x1mx125mmx50mm Na N ails Ca Carpenters 19 40mm thick X.P.M. X.P.M. Door or SQ. Mesh Doors 1mx2m (For 2 sqm) X.P.M. or sq.mesh, 1x1mx2m Styles 2x2mx0.5m Rails, 3x1mx75mmx40mm Beadings, 2x2mx75mmx12mm Beadings, 3x1mx75mmx12mm Na N ails Carpenters 20 25mm thick Panelled Panelled Swing Door (Double Leaf) 1mx1m (For 1 sqm) Styles, 4x1mx75mmx25mm Rails, 4x0.5mx75mmx25mm Pa Panels Ca Carpenters 21 40mm thick Panelled Panelled Swing Door (Double Leaf) 1mx1m (For 1 sqm) Styles, 4x1mx75mmx40mm Rails, 4x0.5mx75mmx40mm Pa Panels Ca Carpenters

22 25mm thick thick Trellis Door with 75mmx25mm 75mmx25mm Frame (Single (Single Leaf) 1mx2m (For 2 sqm) Styles, 2x2mx75mmx25mm cum Rails, 3x1mx75mmx25mm

0.1

15%wastage

15% wastage

15% wastage

15% wastage

48


Sr. No.


Unit

Quantity

Remarks

cum

0.1

Do

kg Man-Day

1.4 2

23 Trellis Door 100mmx40mm 100mmx40mm Teak Styles, Rails, and Braces Covered with Including 50mmx12mm 50mmx12mm Teak Battens, Fixed Complete Complete 2mmx1mm 2mmx1mm (Double (Double Leaf) (For 2 sqm) Teak scantling cum Teak 12mm plank " Screws and nails kg 100mm steel butt hinges No 150mm hook and eye " 150mm tower bolts " 225mm tower bolts " 100mm brass bow handle " 150mm hasp and staple " Ca Carpenters Man-Day

0.1 0.1 0.2 6 2 1 1 1 1 3


Zallies, 2x2mx75mmx12mm Zallies, 3x1mx75mmx12mm Diagonals Diagonal s 17.2 x183mx50mmx12mm . 100 Na N ails Ca Carpenters

24 Collapsable Iron Door with 18mmx9m 18mmx9mm m Channels Channels and 18mmx3mm Flats (One Leaf) (For 1.5mx2m=3 sqm) 18mmx9.mmvertical 18mmx9.mmvertical channels 22x2m@ 0.2kg/m 50mmx25mm bottom channel channe l 1x1.5m @ 3.1 kg/m 18mmx3mm flat iron 3x4x0.5m@ 0.1 kg/m 3x18x0.5m@ 0.1 kg/m 50mmx12mm 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

kg

84

No " " m

44 33 10 1.7

15% wastage

5% wastage

49


Sr. No.


Unit

Quantity

No " " " " Man-Day "

66 505 2 2 3 6 5

25 25mm thick thick Fly Proof Proof Door Complete with Fly Proof Mesh Double Leaf 2m x 1m (For 2 sqm) Teak planks 75mmx25mm cum Teak beadings 75mmx12mm " Fly proof mesh sqm Na N ails kg Sc S crews Gross Ca Carpenters Man-Day

0.1 0.1 2.0 0.1 ¼ 3

26 40mmTeak Door with Ply Ply Wood on One Side Side of Teak Styles and Rails. ( For 1mx2m = 2 sqm) Teak 100mmx40mm styles and rails Ply wood Wood screws Carpenters

cum sqm Gross Man-Day

0.1 2.5 ½ 3½

27 Providing Teak Plywood (3 Ply) Flush Flush Door with with 40mm thick thick Teak Styles and Rails Including Including Cost of and Labour for Fixing Iron Fittings 2mx1m ( For 2 sqm) Teak scantling Teak plywood (3 ply) Wood screws and nails 100mm butt hinges 150mm tower bolts 150mm hook & eye 100mm brass bow handle Ca Carpenters

cum sqm L.S No " " " Man-Day

0.1 5.0 … 3 2 1 1 3¾

Remarks


6mmØ M.S pin 40mm long 18mm outside Ø x 1.5mm washers Door handle Roller with pin, 45mmØ x 12mm bottom Roller with pin, 50mmØ x 12mm top Sm Smith Wo Workers


15% wastage

15% wastage

50


Sr. No.


Unit

Quantity

Remarks

cum kg Man-Day

0.7 3 13

15% wastage

(b) 100mmx50mm Na N ails Carpenters

cum kg Man-Day

0.6 3 13

15% wastage

(c (c ) 100mmx75mm Na Nails Ca Carpenters

cum kg Man-Day

1.0 3.7 19.5

15% wastage

(d) 125mmx75mm Na N ails Carpenters

cum kg Man-Day

1 4.5 23

15% wastage

(e) 150mmx75mm Na N ails Carpenters

cum kg Man-Day

1.5 5 23

15% wastage

(f) 125mmx50mm Na N ails Carpenters

cum kg Man-Day

1.0 3 20

15% wastage


28 Teak Door and Window Window Chowket Chowketss Planed and One Side Rebated Including Including Fixing Hold Fast, etc. (For 100 m) (a) 75mmx75mm Na N ails Carpenters

NOTE. (i) For rebatrebating in fan light, allow one more carpenter. (ii)For every additional rebating, allow one more carpenter for 30 m.

29 40mm thick thick Teak Flush Door Door with 75mmx25mm 75mmx25mm Frame and Plywood on Both Sides Including Including Cost of and Labour for Fixing Iron Fittings 2mx1m Single Single Leaf. (For 2 sqm) Teak 75mmx40mm (rails and styles) cum 75mmx25mm bracings " Pl Plywood sqm Wood screws Gross Ca Carpenters Man-Day

0.1 0.1 4

½ 4¼

15% wastage 2mx1m= 2Nos

51


Sr. No.


Unit

Quantity

Remarks


30 C.G.I. Door Door with 40mmx100mm 40mmx100mm Teak Styles and Rails Rails and Braces Covered with with 32 G. C.G.I. C.G.I. Sheet Size 2mx1m Double Leaf. (For 2 sqm) Corr. iron sheet 32G. 2m No Teak scantling cum Nails, etc. L.S Ca Carpenters Man-Day 100mm butt hinges No 150mm hook and eye " 150mm tower bolts " 100mm door bow handles " 150mm hasp and staple " 31 C.G.I. Windows Windows of 40mmx100mm 40mmx100mm Teak Styles Rails and Braces and Covered with 32 G. C.G.I. Sheet Single Leaf. (For 1mx1m= 1 sqm) Teak scantling cum 32 G. C.G.I. Sht. 2mm No Screw and nails L.S 75mm butt hinges No 150mm hook and eye " 150mm tower bolt " 100mm tower bolt " 100mm brass bow handle " Carpenter Man-Day 32 Teak Swing Door of 40mm 40mm thick Styles Rails and Braces Including 12mm P.T.G. Teak Planks. Planks. (For 1mx1m=1 sqm) Teak scantling Teak 12mm P.T.G Nails and screws 100mm spring hinges Ca Carpenters

cum " L.S No Man-Day

33 Fixed Louvres of 6mm thick Opaque Glass Blades Set in and Including 125mmx50mm 125mmx50mm Wrought Teak Frames and 40mmx12mm Teak Beadings, Supplied and Fixed Complete Complete Size 1.5mx1m=1.5 1.5mx1m=1.5 sqm (For 1.5 sqm)

2 0.1 …. 2 6 2 2 1 1

0.1

15% wastage

150mm-1 No.& 225mm-1 No

15% wastage

½ … 4 2 1 1 1 1

0.1 0.1 … 4 1¾

15% wastage

52


Sr. No.


Unit

Quantity

cum " sqm L.S Man-Day "

0.1 0.1 1.3 …. 2

Remarks

IX. DOOR AND WINDOW----- concld.

Teak scantlings Teak 12mm planks 6mm thick opaque glass Na N ails Ca Carpenters Gl Glazier

34 Fixing Doors and Windows of any Description Including Easing (Labour only) Size of Door 2mx1m (For 2 sqm) Ca Carpenters Man-Day

½

½

35 Fixing UPVC UPVC Sliding Window with PVC Frame Including Chowket and Necessary Accessories. (For 1mx1m Size) Chowket Frame Window Leaf Frame Li Liner 4 mm Thk Clear Glass Si Silicon Steel Screw Wall Plug Head Worker Wo Worker

m " " sqm L.S " " Man-Day "

5 7.5 7.5 1.5 … … …

36 Fixing UPVC UPVC Casement Window with with PVC Frame Frame Including Chowket and Necessary Accessories. (For 1mx1m Size) Chowket Frame Window Leaf Frame Li Liner 4 mm Thk Clear Glass Si Silicon Steel Screw Wall Plug Head Worker Wo Worker

m " " sqm L.S " " Man-Day "

5 7.5 7.5 1.5 … … …

½ 1

½ 1


53


Sr. No.


Unit

Quantity

Remarks

X. FLOORING

1 Brick on Edge Edge Flooring Flooring in Lime Mortar Mortar and Pointed with with Cement Cement Mortar 1:2 1:2 (For 10 sqm) 1st class br bricks 230 mmx110 mmx70 mm Lime mortar 1:1:1 Cement Mortar 1:2 Masons W Wo orkers Su Sundries Water Charges

No cum " Man-Day " L.S L.S

592 0.4 0.1 2.1 4.8 … …

2 Brick on Edge Flooring Laid in Cement Cement Mortar 1:3 (For 10 sqm) Bricks 1st class 230 mmx110 mmx70 mm Cement mortar 1:3 Masons W Wo orkers Su Sundries Water Charges


592 0.4 2.1 3.8 … …

3 Brick on Edge Flooring Laid in Composite Composite Mortar 1:1:6 (For 10 sqm) Brick (1st class) Composite mortar 1:1:6 Masons W Wo orkers Su Sundries Water Charges


592 0.4 2.1 3.8 … …

4 Brick Laid Flat in Flooring Flooring in Cement Cement Mortar 1:3 1:3 (For 10 sqm) Brick 1st class Cement mortar 1:3 Masons W Wo orkers Water Charges

No cum Man-Day " L.S

371 0.2 1.6 1.6 …

No

371

5 Brick Laid Laid Flat in Flooring Flooring in Composite Composite Mortar 1:1:6 (For 10 sqm) Brick 1st class

For the bricks smaller than 230mmx110mmx70mm ,

the number of bricks can be estimated by volume ratio.

54


Sr. No.


Unit

Quantity

Remarks

cum Man-Day " L.S

0.2 1.6 1.6 …

6 150 mmx150mm mmx150mm Glazed Glazed Tiles Flooring Laid Laid in Cement Mortar 1:3 (For 10 sqm) 150 mmx150mm glazed tiles No Ce Cement kg Sa Sand cum Masons Man-Day W Wo orkers " Water Charges L.S

452 65.9 0. 0.1 2.7 2.1 …

5% wastage

7 450 mmx450 mmx450 mmx25 mmx25 mm Polished Marble Flooring Laid in Cement Mortar 1:3 (For 10 sqm) 450 mmx450 mmx25 mm marble slab No Ce Cement kg Sa Sand cum Masons Man-Day W Wo orkers " Water Charges L.S

50 65.9 0. 0.1 2.7 2.7 …

7% wastage

X. FLOORING----contd.

Composite mortar 1:1:6 Masons W Wo orkers Water Charges

8 38 mm 1:2:4 Cement Concrete Flooring Laid in Slabs of 1.5 m square (For 10 sqm) Ce C ement Sand Stone agg: 6 mm to 20 mm Ma Mason W Wo orkers Water Charges

kg cum " Man-Day " L.S

126.5 0. 0.2 0.3 0.8 1.6 …

9 50 mm thick Cement Cement Concrete 1:2:4 Flooring using Stone or River Shingle Aggregate. (For 10 sqm) Ce C ement Sa Sand Stone or river shingle aggregate Ma Mason

kg cum " Man-Day

168.5 0. 0.2 0.4 0.8

For all cement rendering work in floors add ¼ Mason for each 10 sqm of floor area.

55


Sr. No.


Unit

Quantity

Man-Day L.S L.S

2.1 … …

10 75 mm Cement Concrete Concrete 1:2:4 with River Shingle Shingle Aggregate. (For 10 sqm) Ce C ement Sa Sand River shingle Ma Mason W Wo orkers Battens & Sundries Ca Carpenter Water Charges

kg cum " Man-Day " cum Man-Day L.S

252.9 0. 0.3 0.7 0.8 3.2 0.1 0.6 …

11 110 mm Cement Concrete Concrete 1:2:4 Floor Floor using Medium Fine Stone or River Shingle Aggregate. (For 10 sqm) Ce C ement Sa Sand Stone or shingle agg: Ma Mason W Wo orkers Battens & Sundries Ca Carpenter Water Charges

kg cum " Man-Day " cum Man-Day L.S

379.4 0. 0.5 1.0 1.1 4.8 0.1 0.2 …

12 25 mm P.C.C (1:2:4) Floor using Fine Fine Stone or River Shingle Aggregate. (For 10 sqm) Cement concrete (1:2:4) Batten & Sundries Ma Mason Wo Worker Water Charges

cum L.S Man-Day " L.S

0.2 … 0.8 1.1 …

13 75 mm Lime Concrete (1:2:6) Floor using using Stone, River Shingle Shingle or Brick Aggregate. (For 10 sqm) Lime Sa Sand

cum "

0.1 0.3


Wo Workers Su Sundries Water Charges

Remarks

56


Sr. No.


Unit

Quantity

cum Man-Day " L.S

0.8 0.5 3.2 …

cum " " Man-Day " L.S

0.2 0.4 1.1 0.5 3.2 …

15 75 mm Lime Concrete (1:1:4) Under Lay for Flooring using Brick Aggregate. Aggregate. (For 10 sqm) Lime concrete 1:1:4 cum Ma Mason Man-Day W Wo orkers " Water Charges L.S

0.8 0.3 2.1 …


Ag Aggregate Ma Mason W Wo orkers Water Charges 14 110 mm Lime Concrete (1:2:6) Floor using using Stone, River Shingle Shingle or Brick Aggregate. (For 10 sqm) Lime Sa Sand Ag Aggregate Ma Mason W Wo orkers Water Charges

16 10 mm Mastic Mastic Asphalt Asphalt Flooring Flooring.. (For 10 sqm) As Asphalt Coal tar Sa Sand Fi Firewood Ma Mason W Wo orkers

kg kg cum " Man-Day "

218.7 6.8 0. 0.1 0.2 1.1 4.3

17 150 mm Gravel Flooring Well Watered and Rammed. (For 10 sqm) Gravel at site cum Wo Workers Man-Day Water Charges L.S

1.8 1.6 …

18 150 mm mm Earth Floor Floor Well Well Watered Watered and Rammed. (For 10 sqm) 150 mm earth consolidated Worker for carrying, laying and ramming

1.8 0.7

cum Man-Day

Remarks

57


Sr. No.


Unit

Quantity

Man-Day L.S

0.3 …

cum " m Man-Day Day " " L.S " " "

0.1 0.1 16.4 1.1 0.5 0.3 0.5 … … … …

cum " m Man-Day Day " " L.S " "

0.1 0.2 16.4 1.1 0.3 0.5 0.5 … … …

cum Man-Da Man-Day y

1.2 0.7


Worker for watering Water Charges 19 Finishing and Laying Smooth 10 mm Terrazzo Floor 1:2 with 6 mm Marble Chipping on 10 mm Average Screed in Cement Mortar 1:3 (Cast in Situ) (For 10 sqm) Terrazzo 1:2 Cement mortar 1:3 Approved metal plastic dividing strip Ma Mason Grinder using machine Polisher using machine Oxalic acid dresser Carborandum stone Wax polish Oxalic acid Water Charges 20 Finishing and Laying Smooth Smooth 12 mm Granolithic Finish (1:2) with 6 mm Granite Chippings on 25 mm Average Screed in Cement Mortar 1:3 (Cast in Situ). (For 10 sqm) Granolithic ready mixed Cement mortar 1:3 Approved metal plastic dividing strip Ma Mason Gr G rinder Polisher using machine Sodium silicate dresser Carborandum stone Sodium silicate Water Charges 21 Laterite or Kankar Kankar Filling in Floor Spread and Consolidated in 150 mm Layers to Line and Level Surface Including Watering and Consolidating. (For 1 cum) Laterite or Kankar Worker Workerss for carryi carrying, ng, laying laying and consol consolida idatin ting g

Remarks

58


Sr. No.


Unit

Quantity

Remarks

Man-Day L.S

0.1 …

22 100 mm thick Laterite or Kankar Well Watered Watered and Rammed. (For 10 sqm) Laterite or Kankar Worker for carrying, laying and ramming Worker for watering Water Charges

cum Man-Day " L.S

1.1 0.8 0.1 …

23 150 mm thick Laterite or Kankar Well Watered Watered and Rammed. (For 10 sqm) Laterite or Kankar Workers for watering and ramming Water Charges

cum Man-Day L.S

1.8 1.6 …

24 25 mm Tongue and Grooved Grooved Plank Flooring with 100 mmx25 mm Planks. (For 10 sqm) 100 mmx25 mm T & G planks Nails Ca Carpenters Wo Worker

cum kg Man-Day "

0.3 1.0 2.1 1.1

15% wastage

25 25mm Butt Joint Plank Plank Flooring with 100mmx25mm 100mmx25mm Planks. (For 10 sqm) 100mmx25mm butt joint plank, 105.2m cum Nails kg Ca Carpenters Man-Day Wo Worker "

0.3 1.0 1.6 1.1

15% wastage

26 Parquet Flooring Teak Blocks 230mmx75mmx38m 230mmx75mmx38mm m Wax Polished. (For 10 sqm) Coal tar As Asphalt Tu T urpentine Teak blocks, 230mmx75mmx38mm Fu Fuel Bees wax

9.7 34.2 1 624 0. 0.1 1.0

X. FLOORING ----- contd.

Worker for watering Water Charges

litre " " No cum kg

59


Sr. No.


Unit

Quantity

Man-Day " L.S

6.4 8.6 …

27 Parquet Flooring with with Teak Blocks (210mmx70m (210mmx70mmx20mm mx20mm)) Including Planing. (For 10 sqm) Teak blocks (210mmx70mmx20mm) No Adhesive litre Ma Machine Day Ca Carpenter Man-Day Wo Worker "

670 13.6 0.5 4.3 4.3


Carpenters W Wo orkers Sundries

28 Providing Providing Sealant Sealant in Expansion Expansion Joint Joint (A) Joint Sealant Sealant with Hot/Cold Hot/Cold Bitum Bitumen en (For 100 m ) Bitumen hot/cold applied (12x15)mm Masking Tape Head Worker Wo Worker (B) Joint Sealant Sealant with Polyurethane Polyurethane (Floor/Wall) (Floor/Wall) (For 100 m) Sealant (Polyurethane) Masking Tape Backer Rod Head Worker Wo Worker 29 Flooring Hardening System for Factories, Car Parking Lots, Hangers, Warehouses, Fuel Stations, etc. (Powder Type (Monolithic (Monolithic Systems) Systems) to be Applied Applied the Hardening Powder on Compacted Concrete Floor) (For 10 sqm) Hardening Powder Curing Compound Troweling Machine Head Worker Machine Operator Wo Worker Water Charges

kg Roll Man-Day "

16.3 26.2 3.3 3.3

litre Roll m Man-Day "

49.2 26.2 100 3.3 6.5

kg litre L.S Man-Day " " L.S

46.3 2.3 … 1.1 1.1 1.1 …

Remarks

60


Sr. No.


Unit

Quantity

Remarks

sqm kg L.S Man-Day " L.S

10.5 87.9 … 3.8 2.1 …

5% wastage

7% wastage


30 Glazed Tiles Flooring with Cement Cement Paste. Paste. (A) (For 10 sqm) Glazed Tiles (100 mm x 100 mm & smaller) Ce Cement Coloured Cement Ma Mason Wo Worker Water Charges 30 Glazed Tiles Flooring with Cement Cement Paste. Paste. (B) (For 10 sqm) Glaz Glazed ed Tile Tiless (150 (150m mmx150 x150m mm, 200m 200mm mx200 x200m mm, 250mmx250mm) Ce Cement Coloured Cement Ma Mason Wo Worker Water Charges

sqm sqm

10.7 10.7

kg L.S Man-Day " L.S

87.9 … 3.2 2.1 …

30 Glazed Tiles Flooring with Cement Cement Paste. Paste. (C) (For 10 sqm) Glazed Tiles (300mm x300mm & larger) Ce Cement Coloured Cement Ma Mason Wo Worker Water Charges

sqm kg L.S Man-Day " L.S

11.0 87.9 … 2.7 2.1 …

31 Floor Painting Painting (3 Coats) Coats) (For 10 sqm) Floor Paint Se Sealer Sand paper Pa Painter Wo Worker

litre " L.S Man-Day "

4.9 0.6 … 1.1 0.5

32 Floor Paints Paints (Enamel (Enamel Paint) Paint) 3 Coats Coats (For 10 sqm) Enamel Paint Se Sealer Sand paper Pa Painter Wo Worker

litre " L.S Man-Day "

3.7 0.6 … 1.6 0.5

10% wastage

61


Sr. No.


Unit

Quantity

Remarks

litre " " No litre Man-Day "

2.4 4.9 1.2 1.1 4.8 1.1 2.1

sqm litre L.S Man-Day "

10.5 2.4 … 2.1 4.3

5% wastage

sqm litre L.S Man-Day "

10.5 2.4 … 1.6 1.1

5% wastage

X. FLOORING ----- concld.

33 Floor Floor Paints (Epoxy (Epoxy Type) Type) 2 Coats (For 10 sqm) Epoxy Paint 100% Solids Primer (Clear Colour) Top Coat (With Colour) : 2 Coats Ro Roller Thinner Head Worker Wo Worker 34 Vinyl Vinyl Floor Flooring ing (For 10 sqm) Vinyl Sheet Ad Adhesive Brush & Cloth Ma Mason W Wo orker 35 Providing and Fixing Carpet on Flooring (For 10 sqm) Carpet Ad Adhesive Brush & Cloth Head Worker Wo Worker

62


Sr. No.


Unit

Quantity

Remarks

sqm kg Man-Day

0.2 1.0 2.1

15% wastage

2 150mmx10mm 150mmx10mm Weather Boarded Boarded Walling without Frames. (For 10 sqm) 150 mmx10 mm planks Allowing 38 mm lap cum Vertical strips 38 mmx75 mm " Na N ails kg Ca Carpenters Man-Day

0.2 0.1 0.5 2.7

15% wastage

cum

0.2

15% wastage

kg Man-Day

1.0 2.7

XI. WALLING

1 10 mm mm Teak or Pyingado T and G Plank Walling without Frames. (For 10 sqm) T & G planks 100 mmx12 mm Na N ails Ca Carpenters

3 10 mm Butt Jointed Plank Plank Walling without Frames Frames But with 50 mmx10 mm Splines. (For 10 sqm) 150 mmx10 mm planks 61 m 50 mmx10 mmx10 mm planks 61 m Na N ails Ca Carpenters

4 Trellis Work 50mm 50mm Mesh with 50mmx10mm 50mmx10mm Battens and Zallies without Frames. (For 10 sqm) Filling pieces, pieces , 6.1mx50 mmx10 mm cum Zallies 12.2 mx50 mmx10 mm Diagonals 182.9 mx50 mmx10 mm Nails and spikes kg Ca Carpenters Man-Day

2.9 2.1

5 Galvanized C.I. C.I. Sheet 8/3 Corrugation Walling 110 mm Lap without Frames. (For 10 sqm) Gal. C.I. sheet 8/3 corrugation 2.1 m G.I. roofing nails with washers Ca Carpenter Wo Worker

9.7 0.7 0.8 0.5

No kg Man-Day "

0.2

15% wastage

63


Sr. No.


Unit

Quantity

No kg Man-Day "

6.4 0.7 0.8 0.5

Remarks

XI. WALLING----- contd.

6 Galvanized C.I. C.I. Sheet Walling 110 mm Lap without Frames. (For 10 sqm) Gal. C.I. sheet 10/3 corrugation 2 m G.I. roofing nails with washers Ca Carpenter Wo Worker 7 75 mm Reinforced Brick Wall Wall in Cement Cement Mortar 1:3 Reinforced at Every 3rd Course. (For 10 sqm) Reinforcement (X-met 60 mm wide) Bricks 230 mmx110 mmx70 mm Cement Sa Sand Ma M asons Wo Workers Water Charges 8 110 mm Reinforced Brick Wall Wall in Cement Cement Mortar 1:3 Reinforced at Every 4th Course. (For 10 sqm) Reinforcement (X-met 60 mm wide) Bricks 230 mmx110 mmx70 mm Cement Sa Sand Masons W Wo orkers Water Charges 8(a) 110 mm Brick Nogged Nogged Walling in Cement Mortar 1:3 with 150 mmx75 mm mm Frames. (For 10 sqm) Reinforcement (X-met 60 mm wide) Brick 1st class 230 mmx110 mmx70 mm Cement Sa Sand Frames 4x3 mx150 mmx75 mm Beadings 20mmx20mm, (4x4x3m)+(2x3m) Sc Screw Coal tar Nail and spike

For the bricks smaller than 230mmx110mmx70mm,

m No kg sqm Man-Day " L.S

34.5 377 57.6 0. 0 .1 1.6 2.1 …



m No kg cum Man-Day " L.S

37.8 592 145 0. 0.3 2.1 3.2 …



m No kg cum " " Gross kg "

37.8 592 145 0. 0.3 0.2 0.1 0.8 0.5 0.5

the number of bricks can be estimated by volume ratio. 10% wastage 15% wastage

64


Sr. No.


Unit

Quantity

Man-Day " " L.S

2.2 1.3 3.2 …

Remarks


Ma Masons Ca Carpenters Wo Workers Water Charges 9 75 mm Reinforced Brick Wall Wall in Cement Cement Mortar 1:2 with Reinforcement Reinforcement at Every 3rd Course. Course. (For 10 sqm) Reinforcement Bricks 230 mmx110 mmx70 mm Cement mortar Ma Masons Wo Workers Water Charges 10 110 mm Reinforced Brick Wall Wall in Lime Lime Mortar 1:1:1 and with Reinforcement Reinforcement at Every 4th 4th Course Set in Cement Mortar Mortar 1:2 (For 10 sqm) Re R einforcement Bricks 230 mmx110 mmx70 mm Lime mortar 1:1:1 Cement mortar 1:2 Ma Masons Wo Workers Water Charges


m No cum Man-Day " L.S

34.5 377 0.1 1.6 2.1 …

can be estimated by volume ratio.


the number of bricks

m No cum " Man-Day " L.S

37.8 592 0.2 0.1 2.1 3.2 …

No

95

cum

0.5

Man-Day

3.2

12 38 mm thick Expanded Metal Metal Lath (No.26) Walling in Cement Mortar 1:2 (For 10 sqm) Expanded metal lathing (No.26) sqm Cement mortar cum Masons Man-Day

11.0 0.4 2.1

11 Palisading Walling Walling for Prisoners Cage Including Rivets. (For 10 sqm) 10 mm dia. rivets 150 mm long Frames 4x3mx125 mmx100 mm Verticals 20x3mx100 mmx50 mm Ca Carpenters

the number of bricks

can be estimated by volume ratio.

10% wastage

10% wastage

65


Sr. No.


Unit

Quantity

Remarks

Man-Day L.S

2.1 …

13 X.P.M or Square Mesh Walling without Frames Frames But with 50mmx10mm 50mmx10mm Covering Covering Strips Strips and Secured with Screws. (For 10 sqm) X.P.M or sq.mesh sqm Covering strips 8x3mx50 mmx10 mm cum Sc Screw Gross Na N ails kg Ca Carpenter Man-Day

11.0 0.1 0.5 0.5 1.1

10% wastage

14 6 mm thick 50 mm SQ.Mesh Walling with and Including Including 50 mmx10 mmx10 mm Teak Wrought Beadings and Including 100 mmx50 mm Teak Wrought Frames. (For 10 sqm) 50mm sq.mesh 50mmx50mmx7 S.W.G. sqm 50 mmx10 mm teak beadings cum Teak wall frames " Nails and wood screws kg Ca Carpenters Man-Day

11.0 0.1 0.1 0.7 2.1

10% wastage

15 Square Mesh Window Guard Guard with and Including Including 50 mmx10 mmx10 mm thick Teak Beadings. (For 10 sqm) 50mm square mesh 50mmx50mmx3/16 S.W.G 50mmx10mm teak beads Nails and wood screws Ca Carpenter

sqm cum L.S Man-Day

11.0 0.1 … 2.7

10% wastage

m

13.8

cum

0.1

kg Man-Day

0.5 1.6


Wo Workers Water Charges

16 10 mm Mesh Galvd. Iron Iron Wire Netting with with Battens and Zallies. (For 10 sqm) 10 mm mesh galvd. wire netting 1 m wide Battens, horizontal 1x24mx50mmx25mm 1x24mx50mmx25mm Battens, vertical 24x0.5mx50mmx25mm 24x0.5mx50mmx25mm Covering strips 2x24mx50mmx12mm Covering strips 24x0.5mx50mmx12mm Na N ails Ca Carpenters

15% wastage


15% wastage

15% wastage

66


Sr. No.


Unit

Quantity

Remarks

17 Fly Proof Mesh Fixed with 50mmx25mm 50mmx25mm Teak Fillets and 40mmx10mm Teak Beadings Complete. (For 10 sqm) 40 mmx10 mm teak Beadings cum 50 mmx25 mm teak Fillets " Fly proof mesh (wire) sqm Na N ails kg Ca Carpenters Man-Day

0.1 0.1 11 0.5 1.6

15% wastage

18 Bird Proof with Mesh Fixed with 50mmx25mm 50mmx25mm Teak Fillets and 40mmx10m 40mmx10mm m Teak Beadings Complete. (For 10 sqm) 10 mm teak plank cum 25 mm teak planks " Bird proof mesh (wire) sqm Na Nails kg Ca Carpenters Man-Day

0.1 0.1 11.0 0.5 2.7

15% wastage

XI. WALLING---contd. WALLING---contd.

19 100mmx10mm 100mmx10mm Fixed Venetian Walling with with 100mmx50mm 100mmx50mm Frames. (For 10 sqm) Frames, 7x3mx100mmx50mm cum 0.1 Venetians, 74x3mx100mmx10mm " 0.4 Na N ails kg 0.5 Ca Carpenters Man-Day 17.2

Do

15% wastage


20 100mmx10mm 100mmx10mm Movable Venetian Walling Walling with 100mmx50mm 100mmx50mm Frames. (For 10 sqm) Frames 7x3mx100mmx50mm cum Venetian flaps, 7x3mx100mmx10mm " Venetian bars " Venetian hooks No Ca Carpenters Man-Day

0.1 0.4 0.1 161.4 20.4

10% wastage

21 Asbestos Sheet Walling without Frames Frames But with 40mmx10mm Moulded Beadings Complete with Screws on Frames. (For 10 sqm) Asbestos sheet Beadings 40mmx10mmx35m Na N ails Sc Screws

11.0 0.1 0.1 78

10% wastage

sqm cum kg No


15% wastage

67


Sr. No.


Unit

Quantity

Remarks

Man-Day "

0.7 1.5

cum sqm kg Man-Day

0.1 11.5 0.7 1.1

15% wastage

23 Double Double Bamboo Mat Mat Wall (Coarse (Coarse Outside and Fine Inside) with 50mmx10mm 50mmx10mm Zallies But without Frames. Frames. (For 10 sqm) 10 mm planks cum Mat (coarse bamboo) sqm Mat (fine bamboo) " Wire nails kg Ca Carpenter Man-Day

0.1 11.5 11.5 0.7 1.1

15% wastage

24 Single Bamboo Bamboo Mat Walling Walling without Frames But But with Covering Strips. (For 10 sqm) Covering strips, 4x3mx100mmx10mm Bamboo mat Wire nails 50 mm Ca Carpenter

cum sqm kg Man-Day

0.1 11.5 0.7 1.1

15% wastage

25 Double Bamboo Bamboo Mat Walling Walling without Frames But with Covering Strips. (For 10 sqm) Covering strips, 4x3mx100mmx10mm Bamboo mat (coarse) Bamboo mat (fine) Wire nails Ca Carpenter

cum sqm " kg Man-Day

0.1 11.5 11.5 0.7 1.1

15% wastage

0.2

10% wastage


Ca Carpenter W Wo orkers 22 Single Rough Rough Bamboo Bamboo Mat Walling Walling without Frames But with 75mmx10mm Covering Strips. (For 10 sqm) Covering strips, 4x3mx75mmx10mm Bamboo mat Na N ails Ca Carpenter

26 Providing Movable Plywood Plywood Partition Wall Fixed on Both Sides and Including Including 50mmx40mm 50mmx40mm Frames Frames and Runners. (For 10 sqm) Scantlings cum

68


Sr. No.


Unit

Quantity

Remarks

cum sqm No kg Man-Day

0.1 23.0 4.3 1.0 10.8

15% wastage

27 Providing of Plywood Walling without without Frames. (For 10 sqm) Pl Plywood Nails and spikes Ca Carpenters

sqm kg Man-Day

11.5 0.7 2.1

15% wastage

28 Providing of Plywood (5 Ply) Walling Walling with and Including 100 mmx50 mm Frames. (For 10 sqm) Plywood (5 ply) Wall frames Nails and spikes Ca Carpenters

sqm cum kg Man-Day

11.5 0.1 1.0 2.1

15% wastage

29 Providing and Fixing Wall Paper on Walling and Ceiling. (For 10 sqm) Wall Paper Adhesive Brush & Cloth Head Worker Wo Worker

sqm kg L.S Man-Day "

10.5 2.4 … 5.4 3.2

5% wastage

30 Glass Block Walling 200 mmx200 mm (For 10 sqm) 200 mmx200 mm Glass Block White Cement 5 mm Ø MS Rod Ma Mason Wo Worker Water Charges

No kg " Man-Day " L.S

247.6 9.8 27.3 4.3 6.4 …

2% wastage


Pl P lanks Pl Plywood 100 mm brass handle Nails and wood screws Ca Carpenters

15% wastage

10% wastage

69


Sr. No.


Unit

Quantity

31 Acoust Acoustic ic Walling Walling (A) Fixing Hard Wood Frame Frame Including Glass Wool Installation. (For 10 sqm) Hard Wood 10 mm Ø wall plug 10 mm Ø bolt & nut Glass Wool Cotton Cloth Wire Nail Ca Carpenter Wo Worker

cum No " sqm m kg Man-Day "

0.3 12.9 12.9 10.5 23.5 1.5 2.1 6.4

(B) Fixing of Fibre Sheet Finishing Finishing on Frame Provided Provided as Item 31(A) (For 10 sqm) Fibre Sheet (2mx1m) Pu Punch 40 mmx10 mmTeak Beading Wire Nail Ca Carpenter Wo Worker

sqm No m kg Man-Day "

11.0 2.1 37.8 2.4 2.2 8.6

(C) Fixing of Timber Cladding Finishing on Frame Provided as Item 31(A) (For 10 sqm) 100 mmx50 mm PKD 100 mmx50 mm Teak Wood Screw Wire Nail Carpenter Wo Worker

cum " No kg Man-Day "

0.4 0.4 129 6.8 10.8 8.6

(D) Fixing of Fabric Finishing on Frame Provided as Item 31(A) (For 10 sqm) Fa F abric Wire Nail Ca Carpenter Wo Worker

sqm kg Man-Day "

11.0 0.5 1.1 1.1

Remarks

XI. WALLING---concld. WALLING---concld.

5% wastage

10% wastage

70


Sr. No.


Unit

Quantity

Remarks

1 100mmx10mm 100mmx10mm T & G Plank Ceiling with100mmx50mm with100mmx50mm Joists at 0.5 m Centres. (For 10 sqm) 100mmx10mm T & G planks 100 m cum Joists 5½ x3mx100mmx50mm " Nails and spikes kg Ca Carpenters Man-Day

0.2 0.1 1.2 2.4

15% wastage

2 10 mm thick T & G Ceiling Ceiling without Ceiling Ceiling Joists. (For 10 sqm) 100mmx10mm T & G planks Na N ails Ca Carpenters

0.2 0.7 1.6

15% wastage

0.2

15% wastage

0.1 1.2 2.7

10% wastage

sqm cum " gross kg Man-Day

110.2 0.1 1.0 6.3 2.9 31.5

10% wastage

5 Asbestos Sheet Ceiling with 75mmx50mmJoists 75mmx50mmJoists at 0.5m Centres and 40mmx10mm 40mmx10mm Beadings for 5mx5m 5mx5m (For 100 sqm) A.C Plain sheets sqm 75mmx50mm Joists cum 40mmx10mm beadings " 40mm wood screws gross Na N ails kg Ca Carpenters Man-Day

110.2 0.8 0.1 6.3 2.9 27.3

10% wastage

XII. CEILING

cum kg Man-Day

3 100mmx10mmButt 100mmx10mmButt Joint Plank Ceiling Ceiling with 50mmx10mm 50mmx10mm Splines Splines and 100mmx50mm 100mmx50mm Joists at 0.5m Centres. (For 100 Sft) 100mmx10mm Planks, 3mx3mx10mm cum Splines, 30x3mx50mmx10mm Joists, 5½x3mx100mmx50mm cum Nails and spikes kg Ca Carpenters Man-Day 4 Asbestos Cement Cement Ceiling with 100mmx50mm 100mmx50mm Joists at 0.5m Centres (For 100 sqm) 1 mx1m asbestos cement sheet Beadings, 40 mmx10 mm Joists, 100 mmx50 mm 40 mm wood screws Na N ails Ca Carpenters

10% wastage



71


Sr. No.


Unit

Quantity

Remarks

6 Asbestos Sheet Ceiling with 100mmx50mm 100mmx50mm Joists Joists at 1m Centres and 50mmx50mm Cross Joists at 0.5m Centres Complete with 40mmx10mm Teak Beadings for 5mx5m (For 100 sqm) A.C Plain sheet sqm Joists, 100 mmx50 mm cum Joists, 50 mmx50 mm " Teak beadings, 40 mmx10 mm " 40 mm wood screws Gross Ca Carpenters Man-Day Na N ails kg

110.2 0.6 0.5 0.1 6.3 31.5 2.9

10% wastage

7(A) A.C Plain Sheet Sheet Ceiling 75mmx50mm 75mmx50mm Joists at 1m Centres Centres and 50mmx50mm 50mmx50mm Cross Joists at 0.5m Centres Complete with 50mmx10mm Beadings for 10mx10m (For 100 sqm) 1200 mmx1200 mm A.C Plain sheet sqm Joists 50 mmx50 mm cum Joists 50 mmx50 mm " 50 mmx10 mm beadings " 40 mm wood screws Gross Ca Carpenters Man-Day Na N ails kg

110 0.4 0.5 0.1 6.3 29.4 2.9

10% wastage

7(B) A.C Plain Sheet Sheet Ceiling 100mmx50mm 100mmx50mm Joists at 1m Centres Centres and 50mmx50mm 50mmx50mm Cross Joists at 0.5m 0.5m Centres for 10mx10m (For 100 sqm) 600 mmx600 mm A.C Plain sheet sqm 100 mmx50 mm PKD Joists cum 50 mmx50 mm PKD Joists " 75 mmx25 mmx200 mm PKD Cleat " Su Suspender L.S Wood Screw Gross Na N ails kg Ca Carpenters Man-Day W Wo orkers "

110 1.0 0.5 0.1 … 8.4 6.7 42 8.4

10% wastage

8 A.C Plain Sheets Sheets Ceiling with 40 mmx10 mmx10 mm Beadings Beadings But without Ceiling Ceiling Joists for 5 mx5 mx5 m (For 100 sqm) 1 mx1 m A.C Plain sheet sqm Be Beadings cum

110.2 0.1

10% wastage

XII. CEILING---contd. CEILING---contd.

do 15% wastage do

do 15% wastage do

15% wastage

72


Sr. No.


Unit

Quantity

Remarks

Gross kg Man-Day

6.3 0.9 14.7

sqm cum kg Man-Day

11.5 0.1 1.0 1.1

15% wastage

10 Single Fine Bamboo Bamboo Mat Ceiling with 75mmx50mm 75mmx50mm Joists at 1m Centres and 50mmx50mm 50mmx50mm Cross Cross Joists at 0.5m Centres with 50mmx10mm Beadings. (For 100 sqm) Fine mat (bamboo) sqm Scantling 75 mmx50 mm cum Scantling 50 mmx50 mm " Beading 50 mmx10 mm " Na N ails kg Ca Carpenters Man-Day W Wo orkers "

115.2 0.4 0.5 0.1 9.5 21 6.3

15% wastage

11 X.P.M Ceiling with 75 mmx10 mmx10 mm Beading without Ceiling Joists. (For 10 sqm) X. X.P.M. sqm 75 mmx10 mm beadings cum Na N ails kg Ca Carpenters Man-Day

11 0.1 0.7 2.1

10% wastage

12 X.P.M 20 mm Mesh 6 mm thick Ceiling with 75mmx10mm 75mmx10mm Beadings. (For 100 sqm) X.P.M 20 mm mesh 6 mm thick sqm 10 mm beadings cum Na N ails kg Ca Carpenters Man-Day

11.0 0.1 0.7 2.1

10% wastage


40 mm wood screws Na N ails Ca Carpenters 9 Bamboo Mat Mat Ceiling with Covering Strips But without Joists. (For 10 sqm) Mat, single layer Covering strips 100 mx10 mm Na N ails Ca Carpenter

10% wastage 15% wastage do

15% wastage

15% wastage

73


Sr. No.


Unit

Quantity

Remarks

13 Square Mesh Ceiling with 100mmx50mm 100mmx50mm Joists Joists at 0.50m Centres and 50mmx10mm Beadings. Beadings . (For 10 sqm) 100 mmx50 mm scantling cum 50 mmx10 mm beadings " Sq. mesh sqm Na N ails kg Ca Carpenters Man-Day

0.1 0.1 11.0 0.7 2.7

10% wastage

14 Providing Plywood Plywood Ceiling with75mmx50 with75mmx50mm mm Ceiling Ceiling Joists at 0.5m Centres (For 100 sqm) Pl Plywood sqm 75 mmx50 mm scantlings cum Na N ails kg Wood screws Gross Ca Carpenters Man-Day

115.2 0.8 3.8 8.4 27.3

15% wastage

15 Providing 3 Plywood Complete Complete with 75 mmx40mm mmx40mm Ceiling Joists at 0.5 m Centres (Both (Both Ways) and 50 mmx10 mm Beadings (For 100 sqm) Plywood (3 ply) Sc Scantlings 10 mm beadings Na N ails Wood screws Ca Carpenters

sqm cum " kg Gross Man-Day

115.2 1.2 0.3 5.7 8.4 31.5

15% wastage

sqm m " " No " Gross kg L.S

110.2 474.5 160.3 134.7 441.5 134.6 12.6 200.3 …

10% wastage


16 Gypsum Board (or) Plaster Board Ceiling with with 50 mmx25 mm mm Aluminium Frame, 6 mm mm Ø Hanging Rod 0.5m Centres. (For 100 sqm) 2.5mx1 m Gypsum or plaster board 50 mmx25 mm Aluminium Frame 25 mmx25 mm Aluminium Frame Suspender (5 mm dia. to 10 mm dia.) Concrete Nail Hold Anchor Sc Screw Putty Powder 50 mm Joint Tape


10% wastage

do do

74


Sr. No.


Unit

Quantity

Man-Day "

67.3 33.6

17 Fixing Fixing Plaster Plaster Cornic Cornice. e. (For 100 m) Co Cornice Putty Head Worker Wo Worker

m kg Man-Day "

110 7.4 3.3 6.5

18 Providing Spray Polyurethane Polyurethane foam-based foam-based (SPF) on Roofing and Ceiling (For 10 sqm) Spray pray Poly olyuret uretha hane ne foam foam--based ased (SPF (SPF)) Co Compressor Gu Gun Pa Painter Wo Worker

lit litre L.S " Man-Day "

6.4 6.4 … … 1.1 2.1

Remarks

XII. CEILING---concld. CEILING---concld.

Head Worker Wo W orker

10% wastage

75


Sr. No.


Unit

Quantity

Remarks

XIII. ROOFING

1 Danyingon (Mangalore Pattern) Clay Tile Roofing, with 50mmx25mm Battens and 100mmx50mm Common Common Rafters. (For 10 sqm) Mangalore Pattern clay tiles No 167.9 50 mmx25 mm battens at 0.5 m centres cum 0.1 100 mmx50 mm common rafters 0.5 m centres " 0.1 Wire nails and spikes kg 1.0 Binding wire L.S … Ca Carpenters Man-Day 2.1 W Wo orkers " 2.1

20% wastage 15% wastage 10% wastage

2 Danyingon (Mangalore Pattern) Clay Tile Tile Roofing with 50mmx25mm Close Battens and 100mmx50mm Common Rafters. ( For 10 sqm) Mangalore or marseilles tiles No 50 mmx25 mm close battens cum 40mmx25mm ordinary battens above close battens " 100 mmx50 mm common rafters 0.5 m centres " Wire nails and spikes kg Ca Carpenters Man-Day Wo Workers "

167.9 0.2 0.1 0.1 2.4 3.2 3.2

20% wastage

3 Mangalore Mangalore Pattern Pattern Clay Tile Tile Roofing Roofing with 50 mmx25 mm Battens But without Rafters. ( For 10 sqm) Mangalore or marseilles tiles 50 mmx25 mm battens at 0.5 m centres Wire nails Binding wire Ca Carpenters W Wo orkers

No cum kg " Man-Day "

167.9 0.1 0.7 0.2 1.6 2.1

20% wastage

4 Danyingon (Mangalore Pattern) Pattern) Clay Tiles Roofing Roofing without Battens. ( For 10 sqm) Mangalore tiles Wire nails and spikes Binding wire Ca Carpenters W Wo orkers

No L.S kg Man-Day "

167.9 … 0.2 1.3 1.6

20% wastage

15% wastage do 10% wastage

15% wastage

76


Sr. No.


Unit

Quantity

5 Galvd. C.I. C.I. Roofing 24 or 30 B.W.G. B.W.G. 2m x 10/3. 10/3. ( For 10 sqm) Galvd. C.I. sheet 2 m-10/3. G.I. roofing nails Ca Carpenters W Wo orkers

No kg Man-Day "

7.5 0.7 1.6 1.1

6 Galvd. C.I. C.I. Roofing Laid Laid on 25 mm Planking. ( For 10 sqm) Galvd. C.I. sheet 2 mx10/3 G.I. roofing nails 25 mm thick planking Ca Carpenters W Wo orkers Na N ails

No kg cum Man-Day " kg

7.5 0.7 0.3 3.2 1.1 1.0

7 Roofing of 32G. C.G.I. C.G.I. Sheets Supplied Supplied and Fixed. Fixed. (For 10 sqm) 32G. 2 m C.G.I. sheets G.I. roofing nails Ca Carpenters Wo Worker

No kg Man-Day "

9.7 0.7 1.6 1.1

8 Wind Ties for Corrugat Corrugated ed Iron Roofing. Roofing. (For 100 m) Flat iron 30 mmx6 mm with necessary bolt holes 10mm hook bolts 300mm long with heads & nuts Ca Carpenter Sm Smith Wo Worker

kg No Man-Day " "

190.3 82.0 3.3 9.8 3.3

9 Teak Shingle Roofing Roofing with 50mmx25mm 50mmx25mm Battens and 75mmx50mm Common Rafters at 0.5m Centres. (For 10 sqm) Teak shingles 375 mmx125 mm No 50 mmx25 mm battens at 125 mm centres cum 75 mmx50 mm common rafters 0.5 m centres " Nails and spikes kg Earth oil litre Fu Fuel L.S Ca Carpenters Man-Day Wo Workers "

645.8 0.1 0.1 2.4 19.6 … 2.7 4.3

Remarks

XIII. ROOFING---contd.

15% wastage


Analysis of Rates( BuildingWorks )

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