EEEstimated stimated stimated AAAmount : mount : mount : `̀̀ 1,1,1,30,000.0030,000.0030,000.00 + `̀̀ 999,100.00 ,100.00 ,100.00 from Mahatma Gandhi NREGA

OFFICE OF THE COMMISSIONER

PANCHAYAT & RURAL DEVELOPMENT, GOVT. OF ASSAM JURIPAR : GUWAHATI : ASSAM

Cost EstimateCost EstimateCost Estimate of of of

PMAY(PMAY(PMAY(GGG) House for the Plain Areas ) House for the Plain Areas ) House for the Plain Areas ( ( ( CHANG GHAR )))

TYPE DESIGN-III

TYPE DESIGN - III

1) ROOM, VERANDAH

(a)Plinth Area of the House .= 37.92 Sqm.

(b) Size of the House i) Length .= 9.60 m

ii) Breadth .= 3.60 m

(c) Height of the House .= 2.44 m

2) POSTS

(a) No. of Posts of the House .= 16 Nos.

(b) Thickness of P.C.C. 0.15 m

(c) Size Below Chang ( 16 Nos. Post ) .= 0.30 m x 0.30

(d) Size Above Chang ( 13 Nos. Post ) .= 0.15 m x 0.15

(e) Depth of the foundation of the Posts ( From G.L.) .= 1.00 m

(f) Height of the Posts upto Chang ( From G.L.) .= 1.20 m

3) WALLS

(a) Total length of the Split Bamboo Walls of the House .= 24.90 m

4) R.C.C. Dhams (In Prop. 1 : 2 : 4)

(a) Size .= 0.250 m x 0.250

4) DOORS + WINDOWS ( 6 Nos. Bamboo Windows of size 0.76 m x 1.05 m )

(a) No. of Doors .= 1 No.

(b) Size i) Height .= 1.98 m

ii) Breadth .= 0.90 m

5) ROOF-TRUSS

(a) No. of Roof-trusses .= 7 Nos.

(b) Height of the Roof-trusses .= 0.75 m

(c) No. of Purlins of the Room .= 6 Nos.

Cost Estimate of a Model PMAY (G) House (Chang Ghar) for the Plain Areas

: SPECIFICATIONS OF THE HOUSE:

Page # 1

m

m

m

m

TYPE DESIGN - III

1) Earthwork in Excavation for Foundation trenches

Room Posts, 16 x 0.610 m x 0.610 m x 1.225 m .= 7.29 Cum.

2) Brick flat Soling under Posts

Room Posts, 16 x 0.610 m x 0.610 m .= 5.95 Sqm.

3) P.C.C. In Prop. 1 : 4 : 8

Room Posts, 16 x 0.610 m x 0.610 m x 0.150 m .= 0.89 Cum.

4) Reinforcement Work for R.C.C. in Posts & Dhams

A) 12 mm dia. Torsteel

3 x 9.750 m x 4 Nos. .= 117.00 Rm.

3 x 3.750 m x 4 Nos. .= 45.00 Rm.

Total .= 162.00 Rm.

* @ 0.89 Kg./Rm. .= 1.440 Quintals

Quantity = A = 1.44 Quintals

Adding 5% Wastages = 0.07 Quintals

Total Quantity = 1.51 Quintals

B) 10 mm dia. Torsteel

In Posts upto Chang, 16 x 2.350 m x 6 Nos. .= 225.60 Rm.

In Posts above Chang, 13 x 2.440 m x 4 Nos. .= 126.88 Rm.

* @ 0.62 Kg./Rm. .= 2.190 Quintals Total .= 352.48 Rm.

Quantity = A = 2.19 Quintals

Adding 5% Wastages = 0.11 Quintals

Total Quantity = 2.30 Quintals

C) 6 mm dia. M.S. Coil

In Posts below Chang, 16 x 1.080 m x 17 Nos. .= 293.76 Rm.

In Posts above Chang, 13 x 0.480 m x 18 Nos. .= 112.32 Rm.

In R.C.C. Dham, 1 x 0.880 m x 271 Nos. .= 238.48 Rm.

Total .= 644.56 Rm.

* @ 0.22 Kg./Rm. .= 1.418 Quintals

Quantity = C = 1.42 Quintals

5) Reinforced Cement Concrete Works In Prop. 1 : 2 : 4

In Posts below Chang, 16 x 0.250 m x 0.250 m x 2.200 m .= 2.20 Cum.

In Posts above Chang, 13 x 0.150 m x 0.150 m x 2.440 m .= 0.71 Cum.

3 x 9.750 m x 0.200 m x 0.250 m .= 1.46 Cum.

3 x 3.300 m x 0.200 m x 0.250 m .= 0.50 Cum.

Total .= 4.87 Cum.

6) Wood Work in Door

Total Timber required, 1 x 0.900 m x 0.075 m x 0.075 m .= 0.0051 Cum.

(For Door) 2 x 1.980 m x 0.075 m x 0.075 m .= 0.0223 Cum.

Total = 0.0274 Cum.

7) Wood Work in Post Plates, Rooftrusses & Purlins

Post Plates, 2 x 9.750 m x 0.075 m x 0.075 m .= 0.1097 Cum.

Rafters, 14 x 2.400 m x 0.075 m x 0.075 m .= 0.1890 Cum.

Collars, 7 x 2.130 m x 0.075 m x 0.050 m .= 0.0559 Cum.

Ties, 7 x 4.150 m x 0.075 m x 0.050 m .= 0.1089 Cum.

Purlins, 6 x 10.670 m x 0.075 m x 0.050 m .= 0.2401 Cum.

Total Quantity .= 0.7036 Cum.

In R.C.C. Dhams,

In R.C.C. Dham,

: DETAILED ESTIMATE :

Page # 2

TYPE DESIGN - III

8) Providing G.C.I. Sheet (Tata Shakti 0.45 mm thick)

2 x 2.440 m x 10.670 m x 0.067 .= 3.4887 Bundles

i.e. 8' long C.G.I. Sheet .= 31 Pcs. .= 3.44 Bundles

9) Providing Ridging (Tata Shakti 0.45 mm thick)

1 x 10.670 m x 1.050 .= 11.28 Rm.

10) Providing Bamboo Chang

1 x 9.750 m x 3.750 m .= 36.56 Sqm.

11) Split Bamboo Diagonally Woven Walls

2 x 6.750 m x 2.440 m .= 32.94 Sqm.

2 x 3.300 m x 2.440 m .= 16.10 Sqm.

Gabble Walls. 2 x 3.450 m x 0.675 m x 0.500 .= 2.33 Sqm.

Total .= 51.37 Sqm.

12) Wood Work in Door / Window's Shutters (Bamboo)

Door, 1 x 0.849 m x 1.955 m .= 1.66 Sqm.

13) Plastering In Prop. 1 : 6

In Posts below Chang, 16 x 1.200 m x 0.300 m x 4 .= 23.04 Sqm.

In Posts above Chang, 13 x 2.440 m x 0.150 m x 4 .= 19.03 Sqm.

Total .= 42.07 Sqm.

Plastering both sides of Split Bamboo Diagonally Woven Walls (Item No.11) .= 102.74 Sqm.

Less for Door ( 1 x 0.90 m x 1.98 m) + Windows (6 x 0.76 m x 1.05 m) .= -13.14 Sqm.

Total Area for Plastering .= 131.67 Sqm.

Room Walls,

Page # 3

TYPE DESIGN - III

Brick (225mmx112mmx75mm)* Nos.

Sand Cum.

Chips* Cum.

Cement Bags

12 mm Torsteel Quintals

10 mm Torsteel Quintals

6 mm M. S. Coil Quintals

Shuttering Planks Cum. Say, 2.64 Cft.

Wooden Scantlings Cum. Say, 25.82 Cft.

Wooden Planks for Door Cum. Say, 2.00 Cft.

3.44 Bundles (Minimum 0.45mm Thick)

11.28 Rm. Say, 38.00 Ft.

Bamboo * 70 Nos.

Mason /Carpenter Nos.(Persondays)

Skilled Labour Nos.(Persondays)

UnSkilled Labour ** Nos.(Persondays)

Total Cost for the Construction of the House =

*As per Market Rate

** Including Labour for Site preparation and clearance

₹ 1,853.00

₹ 8,400.00 120.00/No.

4794.00/Bundle

48.77/ft

1.510 ₹ 6,493.00 4300.00/Qtl

4800.00/Qtl

180.00/Cft

0.7310 ₹ 14,621.00 566.25/Cft

4300.00/Qtl

Amount

₹ 13,200.00

₹ 17,480.00

₹ 9,890.00

₹ 7,000.00

7.50/No

1000.00/Cum

: ABSTRACT OF COST :

Rate in `

Material Required :

215

7.00

6.00

46

2.300

1.420 ₹ 6,816.00

0.0747

0.0566 ₹ 1,133.00

₹ 139,100.00

₹ 1,613.00

2200.00/Cum

380.00/Bag

566.25/Cft

Hardwares /Wooden Stairs /Shuttering /Colouring /Local Carriages etc.* L.S.

208.00/No

Roofing Sheets (Tata Shakti)*

Ridging (Tata Shakti- 0.45mm Thick)*

48

₹ 9,626.00

300.00/No₹ 5,400.00

₹ 9,984.00

18

50 ₹ 9,100.00 182.00/No

₹ 16,491.00

** Expenditure to be met from Mahatma Gandhi NREGA

Page # 4

Pachim Kaliabor Development Block : Nagaon& SIPRD : Assam

Prepared by

Dhrubajyoti SarmahJr. Engineer

Estimated Cost on Materials =

Estimated Cost on Wages =

Labour Required :

Rs.114,616.00

₹ 24,484.00

7.20

2.4

ROOM No. 1

ROOM No. 2

KITCHEN AREA1.35 M X 1.50 M

VERANDAH

WIN

DO

WW

IND

OW

WIN

DO

WW

IND

OW

WIN

DO

W

DOOR

Specifications : R.C.C. Posts : Above Floor => Size = 15 cm x 15 cm - 13 Nos. / Torsteel ** = 10 mm dia. - 4 Nos. Below Floor => Size = As per Drawing - 16 Nos. / Torsteel ** = 10 mm dia. - 6 Nos.

Door : 0.90m x 1.98 m - 1 No. Windows (Bamboo): 0.75 m x 1.05 m - 6 Nos.

R.C.C. Dham : Size = 20 cm x 25 cm / Torsteel** = 12 mm dia. - 4 Nos.

Floor : Bamboo Chang Walls : Split Bamboo diagonally woven walls with 15 mm both sides plastering in 1:6

Floor Height : 1.48 m height above Ground Level

9.8

5

2.4

0

0.075 m x 0.075 m Purlins

CROSS SECTION AT A'-A'

2.4

41.

20

0.2

5

1.0

0

Brick Flat Soling

P.C.C. 1 : 4 : 8

0.20 m x 0.25 m R.C.C. Dham

1 x 0.075 m x 0.05 m Tie

1 x 0.075 m x 0.05 m Collar

0.075 m x 0.075 m Post Plate

R.C.C. Post below Chang

0.15 m x 0.15 m R.C.C. Post Above Chang

G.C.I. Sheets Roofing Ridging

Split Bamboo diagonally woven wall with both side plastering

0.1

51.2

25

0.61

A'A'

PLAN

Plinth Area = 37.92 Sqm. (408.17 Sqft.)

TYPE DESIGN - IIIPradhan Mantri Awas Yojana (Gramin) : Assam

0.30

0.20

WOODEN STAIRS

1.4

8

2.4

2.4 WOODEN STAIRS

WIN

DO

W

2.6

02

** With 6 mm dia. stirrups at 15 cm c/c 0

.75

3.6

3.85

Dhrubajyoti Sarmah Jr. Engineer

Pachim Kaliabor Development Block : Nagaon /State Institute of Panchayat & Rural Development : Assam

Planned & Drawn by