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SPECIFICATIONS:

Room space

Verandah

Wall height

Gabble height

Pillar dimension = 8 nos.

= 2 nos.

Verandah pillar = 4 nos.

Brick wall thicknessOutside plastering

Inside plastering

Reinforced concrete pillar

Roof

Plinth height above ground

Floor

GI sheet door

CENTER LINE:

Phadi 123'- 4"

Verandah 45'-10"

13'- 8"

182'-10"

No Length Breadth Height Total

1. Layout, demarcation and cleaning, etc. Rs. 2,00

2.

Phadi C/L 1 x 123' 4" x 3' 0" x 3' 0" = 1110.00 Cft

VerandahC/L 1 x 59' 6" x 1' 6" x 2' 0" = 178.50 Cft

Extra for verandah pillar 4 x 2' 0" x 2' 0" x 2' 6" = 40.00 Cft

Steps 1 x 6' 0" x 1' 3" x 0' 4" = 2.50 Cft

1331.00 Cft

Deduction

Overlapping for Pillar 4 x 2' 0" x 1' 6" x 2' 0" = 24.00 Cft

Net volume 1307.00 Cft

37.00 Cum 78.95@ Rs. 2,9Rs.

3.

Phadi C/L 1 x 123' 4" x 3' 0" x 0' 4" = 123.33 Cft

1st footing 1 x 123' 4" x 0' 6" x 0' 10" = 51.39 Cft

2nd footing 1 x 123' 4" x 1' 0" x 0' 9" = 92.50 Cft

3rd footing 1 x 123' 4" x 1' 6" x 0' 9" = 138.75 Cft

Verandah C/L 1 x 59' 6" x 1' 6" x 0' 4" = 29.75 Cft

Verandah pillar 1 x 2' 0" x 2' 0" x 0' 4" = 1.33 Cft

Room 1 x 44' 7" x 14' 7" x 0' 9" = 487.63 Cft

Verandah floor 1 x 44' 7" x 5' 7" x 0' 9" = 186.69 Cft

1111.38 Cft

31.47 Cum 256.51@ Rs. 8,0Rs.

4.

Phadi C/L 1 x 123' 4" x 3' 0" x 0' 4" = 123.33 Cft

Verandah pillar 4 x 2' 0" x 2' 0" x 0' 4" = 5.33 Cft

Steps 1 x 6' 0" x 1' 6" x 0' 4" = 3.00 Cft

12mm cement mortar [1:6]

2ft above brick pillars

Subject to actual

Quantity of Work Volume/ Area/wt.

2'- 0"

Sand filling only

1 no.

45 ft x 15 ft

10 ft

14'10"

15" x 15" x 14'-10"

45 ft x 6 ft

Unit Rate

Excavation of foundation in hard soil dressingand levelling the bed etc. complete.

MODEL PLAN AND ESTIMATE FOR CONSTRUCTION OF A NEW PHADI ROURKELA (KL) DIVISION

15" x 15" x 10'-0"

Sl.No.

Total CostDescription of Work

[All Dimensions in ft-in]

Filling in Foundation & Plinth with sandwatered and rammed

(7 ft x 5 ft)

15" x 15" x 6'-6"

16mm cement mortar [1:6]

20mm cement mortar [1:6] over stone masonry

GCI sheet with iron trusses

Verandah GCI sheet

10"

CC [1:4:8] with 4 cm. metal in Plinth &Foundation work.

2 x (45'10"+15'10") =

1 x 45'10" =

2 x 6' 10" =

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131.67 Cft

3.73 Cum 2819.81@ Rs. 10,5Rs.

5.

Phadi C/L

1st Footing 1 x 123' 4" x 2' 6" x 0' 10" = 256.94 Cft

2nd Footing 1 x 123' 4" x 2' 0" x 0' 9" = 185.00 Cft

3rd Footing 2 x 123' 4" x 1' 6" x 0' 9" = 277.50 Cft

Plinth

Phadi C/L1 x 123' 4" x 1' 3" x 2' 0" = 308.33 CftVerandah C/L 1 x 59' 6" x 1' 6" x 1' 8" = 148.75 Cft

Verandah pillar 1st footing 4 x 2' 0" x 2' 0" x 1' 0" = 16.00 Cft

Pillar 2nd footing 4 x 1' 6" x 1' 6" x 0' 10" = 7.50 Cft

Verandah plinth 1 x 59' 6" x 1' 3" x 1' 6" = 111.56 Cft

1311.59 Cft

Deduction

Overlapping for pillar 4 x 2' 0" x 1' 6" x 1' 8" = 20.00 Cft

1291.59 Cft

Net 36.57 Cum 1854.51@ Rs. 67,8Rs.

6.

Main Building 1 x 123' 4" x 1' 3" = 154.17 Sqft

14.33 Sqm 157.95@ Rs. 2,2Rs.

7.

Phadi C/L 1 x 123' 4" x 0' 10" x 10' 0" = 1027.78 Cft

Gable 2 x 15' 10" x 0' 10" x 4' 10" = 127.55 Cft

Pillar 8 x 1' 3" x 0' 5" x 10' 0" = 41.67 Cft

Gable pillar 2 x 1' 3" x 0' 5" x 14' 10" = 15.45 Cft

Parapet 4 x 9' 11" x 0' 10" x 1' 0" = 33.06 Cft

Verandah pillar 4 x 1' 3" x 1' 3" x 6' 6" = 40.63 CftVerandah sidewall 2 x 5' 7" x 0' 10" x 8' 3" = 76.77 Cft

Verandah Parapet 2 x 7' 11" x 0' 10" x 1' 0" = 13.19 Cft

Steps 2 x 6' 0" x 1' 3" x 0' 6" = 7.50 Cft

2 x 6' 0" x 0' 9" x 0' 6" = 4.50 Cft

1388.09 Cft

Deduct for Openings

Door shutters 1 x 5' 0" x 0' 10" x 7' 0" = 29.17 CftFor CC workLintel 1 x 6' 6" x 0' 10" x 0' 6" = 2.71 CftPillar 4 x 1' 3" x 1' 3" x 2' 0" = 12.50 Cft

44.38 Cft

Net 1343.71 Cft

38.04 Cum 2817.72@ Rs. 1,07,1Rs.

8.

Lintel 1 x 6' 6" x 0' 10" x 0' 6" = 2.71 Cft

CC above brick pillar to receive truss 4 x 1' 3" x 1' 3" x 2' 0" = 12.50 Cft

15.21 Cft

0.43 Cum 4237.27@ Rs. 1,8Rs.

9.

0.43 Qtl 5756.28@ Rs. 2,4Rs.

Brick work with K.B. brick in Cement mortar[1:6] mortar in super structure, includingcost, carriage, royalty etc.

RCC [1:2:4] in top portion of pillars using 12mm chips including laying, compacting,curing, etc complete.

2.5 cm Damp prof course with cc [1:2:4]using 12 mm cbg chips per sqm.

Supplying ,fitting and placing uncoated HYSDbar reinforcement complete as per drawingand technical specification.

RRHG stone masonary in CM [1:6] in Plinth &Foundation work.

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10.

Outside

Phadi C/L 1 x 123' 4" x 10' 0" = 1233.33 Sqft

Gable 1 x 123' 4" x 2' 5" = 297.85 Sqft

Extra for pillar 8 x 0' 5" x 10' 0" = 33.33 Sqft

2 x 0' 5" x 14' 10" = 12.36 Sqft

Parapet 4 x 9' 11" x 1' 0" = 39.67 Sqft

2 x 10' 11" x 0' 10" = 18.19 Sqft

4 x 17' 10" x 1' 0" = 71.33 Sqft

2 x 18' 10" x 0' 10" = 31.39 Sqft

Verandah pillar 4 x 5' 0" x 6' 6" = 130.00 Sqft

Steps 4 x 6' 0" x 0' 6" = 12.00 Sqft

4 x 6' 0" x 0' 9" = 18.00 Sqft

4 x 1' 3" x 0' 9" = 3.75 Sqft

1901.21 Sqft

Deduct for Opening

Door 1 x 5' 0" x 7' 0" = 35.00 Sqft

Net Area 1866.21 Sqft

173.44 Sqm 71.53@ Rs. 12,4Rs.

11.

Phadi C/L 1 x 123' 4" x 10' 0" = 1233.33 Sqft

Gable 1 x 123' 4" x 2' 5" = 298.06 Sqft

Extra for pillar 8 x 0' 5" x 10' 0" = 33.33 Sqft

2 x 0' 5" x 14' 10" = 12.36 Sqft

Extra for door sides 1 x 24' 0" x 0' 10" = 20.00 Sqft

1597.08 Sqft

Deduct for Opening

Door 1 x 5' 0" x 7' 0" = 35.00 Sqft

Net Area 1562.08 Sqft

145.18 Sqm 98.74@ Rs. 14,3Rs.

12.

Phadi C/L 1 x 123' 4" x 2' 2-1/2" = 272.36 Sqft

Verandah 1 x 59' 6" x 2' 9" = 163.63 Sqft

435.99 Sqft

40.52 Sqm 108.58@ Rs. 4,39Rs.

13.

Lintel 2 x 6' 6" x 0' 6" = 6.50 Sqft

1 x 5' 0" x 0' 10" = 4.17 Sqft

4 x 3' 4" x 2' 0" = 26.67 Sqft37.33 Sqft

3.47 Sqm 169.79@ Rs. 58Rs.

14.

2 nos. Each 140.00 Kg. 280.00 Kg. 75.00@ Rs. 21,0Rs.

15.

Main room 6 x 14.23 m = 85.37 Rmt

Verandah 2 x 14.23 m = 28.46 Rmt

Verandah rafter 4 x 2.95 m = 11.78 Rmt

12 mm thick cement plaster [1:6] over brickwork.

16 mm thick cement plaster [1:6] overbrick masonary.

Supply of MS Angle Purlines [50x 50 x6]including cost but excluding carriage charges.

20 mm thick cement plaster [1:6] over

Stone masonry.

Rigid and smooth centering & shutering forRCC work including false works &dismentalling then after casting includingcost of malerials complete in ground floo

Cost of MS Angle 65x 65x 6 mm truss butexcluding carriage charges.

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Clint on rafter 16 x 0.20 m = 3.25 Rmt

Clamp on purlin 16 x 0.15 m = 2.40 Rmt

131.25 Rmt

590.64 Kg.

Add loss 5% 29.53 Kg.

620.17 Cft 70.00@ Rs. 43,4Rs.

16.

Main phadi 6 x 14.23 m = 85.37 Rmt

Verandah 2 x 14.23 m = 28.46 Rmt

113.82 Rmt

227.64 Kg. 70.00@ Rs. 15,9Rs.

17.

Main Room 2 x 47' 1" x 11' 10" = 1114.31 Sqft

Ridges 1 x 47' 1" x 2' 0" = 94.17 Sqft

Verandah 1 x 47' 1" x 7' 11" = 372.74 Sqft

1581.22 Sqft

Add 5% for lapping 79.06 SqftTotal 1660.28 Cft

154.30 Sqm 66.13@ Rs. 10,2Rs.

18. Cost of GCI Sheet [ 0.50mm thick] 154.30 Sqm 606.40 Kg. 70.00@ Rs. 42,44Rs.

19.

17.34 Qtl 389.51@ Rs. 6,7Rs.

20.

L.S 2,0Rs.

21.

Door 1 x 5' 0" x 7' 0" = 8000.00@ Rs. 8,0Rs.

22.

L.S 2,0Rs.

23.

L.S 4,0Rs.

24. White washing 3 coats with shell lime.

Item No. 10 173.44 Sqm



359.13 Sqm 8.69@ Rs. 3,1Rs.

Total 3,95,6Rs.

4,0Rs.3,99,6Rs.

Or Say 4,00,00Rs.

@ Rs. 3.93 Kg

Area outside wall

Area outside wall

Area inside wall

Certified that the estimate has been prepared basing on the Schedule of Rates 2013 and the lowest prevailing market price ofcontract materials. No overhead charges are taken in to consideration in any item.

Labour cess 1% vide resolution No.12653 Dt.15.12.2008 of Govt. in Labour and Employment Department under B&OCWWC Act, 1996

Cost of M.S. GI shutters including framefitting, fixing and painting.

Cost of all materials, J- hooks, HD bolt,GIwasher,Bitumen washer, etc.

Transpoartation Charges for Iron Angles,purlin, wing ties, GCI sheet, etc.

Grand total

Supply of MS Flat Wind Tie [50x5] includingcost but excluding carriage charges.

@ 4.5 Kg per mt.

@ 2.0 Kg per mt.

Labour for hoisting joists & trusses & purlinein position.

Cost of Paint for Iron work in two coatincluding transportation charges & tax.

(Rupees Four Lakh ) only.

Labour for fixing GCI Sheet in roof includingfixing of ridges wind ties etc. completeincluding drilling holes in wind ties butexcluding cost of fitting.

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1 2 3 4 5 6 7 8 9 1

1 Sand for filling Approx. 10 cum 136.00 40.00 0.00 176.00

2 Sand for mortar Approx. 10 cum 136.00 40.00 0.00 176.00

3 Metal cbg 4 cm. Approx. 20 cum 136.00 120.00 0.00 256.00

4 Stone Approx. 10 cum 136.00 40.00 0.00 176.00

5 Chips cbg 10 mm Approx. 20 cum 136.00 120.00 0.00 256.00 1,

6 Chips cbg 12 mm Approx. 20 cum 136.00 120.00 0.00 256.00 1,

7 Chips cbg 20 mm Approx. 20 cum 136.00 120.00 0.00 256.00 9

8 Chips cbg 6 mm Approx. 20 cum 136.00 120.00 0.00 256.00

9 K.B.Bricks Approx. 20 2000 No. 879.00 540.00 0.00 1,419.00 7,

10 K.B.Bricks Khoa 4 cm Approx. 20 cum 136.00 120.00 0.00 256.00

11 Cement Approx. 20 MT 147.00 112.50 0.00 259.50 5,

12 MS Rod Approx. 20 MT 147.00 112.50 0.00 259.50 50,

Ka

Certified that the lead provided in the statement is correct and shortest to the best of my knowledge.

Every extra

kms. up to

50 kms.

Unit

Cos

mate

[As Sched

Rates '

Distanceto

becarried

inkm

s.

Every extra

kms. beyond

50 kms.

Total [6

to 8]

Cost of conveyance by Truck as per Schedule of Rates

'2013'

Up to 5 kms.

LEAD STATEMENT OF MATERIALS

NEW PHADI

Sl. No. Name of the Materials Place

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1 2 3 4 5 6

1.

Man/Female Mulia Each 43.00 150.00 6,450.00Rs.2% T & P,Sundries 129.00Rs.

6,579.00Rs.

20% extra for foundation work 1,315.80Rs.

Rate per 100cum. 7,894.80Rs.

Rate per 1 cum. Or Say 78.95Rs.

2.

I Materials

Sand for filling Cum 100.00 42.00 4,200.00Rs.

Add Carriage, Royalty

Sand for filling 19,560.00Rs.

23,760.00Rs.

II Labour

Female Mulia Each 12.36 150.00 1,854.00Rs.

2% T & P,Sundries supervision charges 37.08Rs.

1,891.08Rs.

Cost for 100 Cum 25,651.08Rs.

Cost for 1 Cum 256.51Rs.

3.

I Materials

Metal cbg 4 cm Cum 0.96 679.00 651.84Rs.

Sand for mortar Cum 0.48 48.00 23.04Rs.

Cement Qtl 1.72 550.00 946.00Rs.


Metal cbg 4 cm 313.50Rs.

Sand for Mortar 93.89Rs.

Cement 172.34Rs.

2,200.61Rs.

II Labour

Mason 2nd class Each 0.18 190.00 34.20Rs.

Man/Female Mulia Each 3.90 150.00 585.00Rs.

619.20Rs.


Or Say 2,819.81Rs.

4.

I Materials

Rough stone Cum 1.00 180.00 180.00Rs.


Cement Qtl 0.82 550.00 448.31Rs.


Rough stone 246.56Rs.


Cement 81.67Rs.

1,039.36Rs.

II Labour

Mason 1st class Each 0.35 205.00 71.75Rs.

Sl.

No.

Filling in foundation & plinth with sand watered and rammed per 100

cum.

UnitQuantity

requiredRate

Earth work in hard soil within 50m.initial lead and 1.5m initial lift

including rough dressing and breaking clods to maximum 5 cm to 7 cm

and laying in layers not exceeding 0.3m in depth. in foundation work

per 100 cum.

RRHG stone masonary in cement mortar [1:6] in foundation & Plinth

per 1 cum.

ANALYSIS OF RATES ( AS PER 2006)

FOR NEW PHADI

Description of Work

Cement concrete[1:4:8] with 4 cm. metal in plinth & foundation work

per cum.

Amount

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Mulia Each 3.17 150.00 475.50Rs.

815.15Rs.


Or Say 1,854.51Rs.

5

I Materials

Chips cbg 12 mm Cum 0.023 1,016.00 23.37Rs.

Sand for mortar Cum 0.012 48.00 0.58Rs.Cement Qtl 0.0754 550.00 41.47Rs.


Chips cbg 12 mm 7.51Rs.


Cement 7.56Rs.

82.83Rs.

II Labour



75.12Rs.

Cost for 1 Sqm 157.94Rs.

Or Say 157.95Rs.

6.

I Materials

K.B. brick No. 350.00 7520.00 1,316.00Rs.


Cement Qtl 0.67 550.00 369.60Rs.


K.B. brick 248.33Rs.

Sand for mortar 54.77Rs.

Cement 67.33Rs.

2,069.47Rs.

II Labour




715.25Rs.


Or Say 2,784.72Rs.

Add for Superstructure work 33.00Rs.


Or Say 2,817.72Rs.

12.

RCC Lintels

Details for 7.80 sqm.

i. 38 mm thick non sal Planks Cum 0.41 16,828.00 6,949.96Rs.

ii. 120 mm dia sal Bullah Mt 21.00 83.00 1,743.00Rs.

iii. Carriage of wood within 5 km Cum 0.69 73.86 50.89Rs.

8,743.85Rs.

Considering 10 times use of the materials 874.39Rs.

Carpenter 2nd class Each 1.25 190.00 237.50Rs.

Sangi mulia Each 1.25 170.00 212.50Rs.

Cost for 7.80 Sqm 1,324.39Rs.

Cost for 1 Sqm 169.79Rs.

Rigid and smooth centering & shutering for RCC work including false

works & dismentalling then after casting including cost of malerials

complete in ground floor.

2.5 cm Damp prof course with cc [1:2:4] using 12 mm cbg chips per

sqm.

Brick work with K.B. brick having crushing strength not less than 75

Kg/sqcm in cement mortar [1:6] in plinth & foundation work per 1 cum

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Or Say 169.79Rs.

13.

Unit - 1 MT

I Materials

Mt 1.05 52259.50 54,872.48Rs.

Binding wire Kg 8.00 66.00 528.00Rs.

Add Carriage 272.48Rs.

55,672.95Rs.II Labour

Mate Each 0.44 170.00 74.80Rs.

Blacksmith (special) Each 3.00 205.00 615.00Rs.

Man Mulia Each 8.00 150.00 1,200.00Rs.

1,889.80Rs.

Total [I+II] Rate per MT. 57,562.75Rs.

Rate per 1 Qtl. 5,756.28Rs.

Or Say 5,756.28Rs.

14. Cement concrete [1:2:4] with 12 mm size cbg chips per one cum.

I Materials

Chips cbg 12 mm Cum 0.90 1016.00 914.40Rs.


Cement Qtl 3.230 550.00 1,776.50Rs.


Chips cbg 12 mm 293.90Rs.


Cement 323.65Rs.

3,418.07Rs.

II Labour



819.20Rs.


Or Say 4,237.27Rs.

15. 12 mm thick cement plaster [1:6] over brick work per sqm.

I Materials


Cement Qtl 0.0358 550.00 19.69Rs.



Cement 3.59Rs.

26.93Rs.

II Labour



44.60Rs.

Total [I+II] 71.53Rs.71.53Rs.

16. 16 mm thick cement plaster [1:6] over brick work per sqm.

I Materials


Cement Qtl 0.043 550.00 23.65Rs.



Cement 4.31Rs.

32.34Rs.

II Labour


Supplying ,fitting and placing uncoated HYSD bar reinforcement

complete as per drawing and technical specification.

HYSD bars including 5 percent overlaps and wastage

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66.40Rs.

Total [I+II] 98.74Rs.

98.74Rs.

17.

I Materials


Cement Qtl 0.057 550.00 31.35Rs.

Add Carriage, RoyaltySand for mortar 4.11Rs.

Cement 5.71Rs.

42.18Rs.

II Labour



66.40Rs.

Total [I+II] 108.58Rs.

108.58Rs.

18.

Data for 9.3 sqm.

Labour

Carpenter (Special) Each 0.50 205.00 102.50Rs.

Fitter(Secial) Each 1.00 205.00 205.00Rs.

Man Mulia Each 2.00 150.00 300.00Rs.

2 % sundries and T&P etc. 7.47Rs.

Total 614.97Rs.

Rate per 1 Sqm 66.13Rs.

19.

Data for 0.508 Qntl.

Labour

Sangi Mulia for conveying joist from outside to the

buildings. Each 0.25 170.00 42.50Rs.

Sangi Mulia for lifting joists up to top of the walls

with ropes, etc. Each 0.75 170.00 127.50Rs.

Man Mulia for placing joists in position Each 0.17 150.00 25.50Rs.

2% Scaffolding ropes, Sundries, T&P etc. 2.37Rs.

Total 197.87Rs.

Rate per 1 Qntl. 389.51Rs.

20. White washing 3 coats with shell lime per 1 Sqm

Data for 93 Sqm.

Material

Shell lime unslaked Kg 23.32 16.00 373.12Rs.

LabourPainter (2nd class) Each 1.50 190.00 285.00Rs.

Man Mulia Each 1.00 150.00 150.00Rs.

808.12Rs.

Rate per 1 Sqm. 8.69Rs.

Submitted by

Range Officer

Kalunga(KL) Range

20 mm thick cement plaster [1:6] over stone masonary per sqm.

Hoisting joists and trusses and placing in position (labour only) Per 1

Qntl.

Labour for fixing G.C.I. Sheet in roof drilling hole in wind ties including

fixing of ridges valleys wind ties etc. excluding cost of fitting per 1

Sqm.

phadi 2014

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