91488667 estimation-of-building-house

S No. Description Amount (Rs.)

1 Construction of Civil Dispensary 1,617,207

2 Construvtion of Type 4 House (02) Nos #REF!

3 Construction of Compound Wall 636,673

4 Construction of Rain Water Drain 131,003

5 Walk Way 169,514

6 Tub Well 1,016,579

7 External Water Supply 56,545

8 Leveling & Dressing 5,301

#REF!

GENERAL ABSTRACT OF COST

G.Total

HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT---

--------------------- FR D.I KHAN

TASK- 6


1 Type 4 House Civil Work #REF!

2 Internal Electrification 78,713

3 Water Supply 54,312

4 Sewrage System 55,215

#REF!

#REF!

#REF!

ABSTRACT OF COST OF TYPE 4 HOUSE

Sub-Total

TASK-6


--------------------- FR D.I KHAN

Add Cost for one more

Grand Total:


1 Civil Dispensary 1,374,893

2 Internal Electrification 106,129

3 Internal Water Supply 77,741

4 Sewrage System 58,444

1,617,207

TASK-6


--------------------- FR D.I KHAN

ABSTRACT OF COST OF CD

G-Total

http://mosttutorials.blogspot.com/

A civil Engineering softwares tutorials,setups,ebooks website

1

Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)

Exam: Room Long Wall 2 14.75 3 3.5 309.75

Exam: Room Short Wall 2 12.75 3 3.5 267.75

Female Waiting Room Long Wall 2 10.75 3 3.5 225.75

Female Waiting Room Short Wall 2 12.75 3 3.5 267.75

Dispenser Room long Wall 1 12.75 3 3.5 133.88

Dispenser Room Short Wall 2 12.75 3 3.5 267.75

Store & Bath Long Wall 2 6.00 3 3.5 126.00

Store & Bath Short Wall 2 12.33 3 3.5 258.93

EPI Long Wall 1 12.75 3 3.5 133.88

EPI Short Wall 2 12.75 3 3.5 267.75

Male Waiting Room Long Wall 1 12.75 3 3.5 133.88

Male Waiting Room Short Wall 2 10.75 3 3.5 225.75

Bath Long Wall 1 6.75 3 3.5 70.88

Bath Short Wall 1 7.75 3 3.5 81.38

Ramp 1 6.25 2 2 25.00

2771.06 cft

2


Exam: Room Long Wall 2 14.75 3 1 88.50

Exam: Room Short Wall 2 12.75 3 1 76.50

Female Waiting Room Long Wall 2 10.75 3 1 64.5

Female Waiting Room Short Wall 2 12.75 3 1 76.50

Dispenser Room long Wall 1 12.75 3 1 38.25

Dispenser Room Short Wall 2 12.75 3 1 76.50

Store & Bath Long Wall 2 6.00 3 1 36.00

Store & Bath Short Wall 2 12.33 3 1 73.98

EPI Long Wall 1 12.75 3 1 38.25

EPI Short Wall 2 12.75 3 1 76.50

Male Waiting Room Long Wall 1 12.75 3 1 38.25

Male Waiting Room Short Wall 2 10.75 3 1 64.50

Bath Long Wall 1 6.75 3 1 20.25

Bath Short Wall 1 7.75 3 1 23.25

Ramp 1 6.25 2 0.5 6.25

Total:

Task # 6

0

Estimate for Main Building CD

Excavation in foundation of building, bridges etc complete : in hard soil or soft murum

Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah shingle well graded and cleaned) in foundation &

plinth (Ratio 1:4:8)

http://mosttutorials.blogspot.com/

791.73 cftTotal :

3


1st Step 22.5" Thick

Exam: Room Long Wall 2 14.75 1.87 0.5 27.58

Exam: Room Short Wall 2 12.75 1.87 0.5 23.84

Female Waiting Room Long Wall 2 10.75 1.87 0.5 20.10

Female Waiting Room Short Wall 2 12.75 1.87 0.5 23.84

Dispenser Room long Wall 1 12.75 1.87 0.5 11.92

Dispenser Room Short Wall 2 12.75 1.87 0.5 23.84

Store & Bath Long Wall 2 6.00 1.87 0.5 11.22

Store & Bath Short Wall 2 12.33 1.87 0.5 23.06

EPI Long Wall 1 12.75 1.87 0.5 11.92

EPI Short Wall 2 12.75 1.87 0.5 23.84

Male Waiting Room Long Wall 1 12.75 1.87 0.5 11.92

Male Waiting Room Short Wall 2 10.75 1.87 0.5 20.10

Bath Long Wall 1 6.75 1.87 0.5 6.31

Bath Short Wall 1 7.75 1.87 0.5 7.25

Ramp 1 6.25 1.13 0.5 3.53

2nd Step 18" Thick









EPI Long Wall 1 12.75 1.5 0.5 9.56

EPI Short Wall 2 12.75 1.5 0.5 19.13



Bath Long Wall 1 6.75 1.5 0.5 5.06

Bath Short Wall 1 7.75 1.5 0.5 5.81

Ramp 1 6.25 9 1 56.25

3rd Step 13.5" Thick









EPI Long Wall 1 12.75 1.13 0.5 7.17

EPI Short Wall 2 12.75 1.13 0.5 14.34



Bath Long Wall 1 6.75 1.13 1.5 11.39

Bath Short Wall 1 7.75 1.13 2.5 21.80

Pacca brick work in foundation and plinth in Cement, sand mortar 1:6

4th Step 9" Thick Wall









EPI Long Wall 1 12.75 0.75 2.5 23.91

EPI Short Wall 2 12.75 0.75 2.5 47.81



Bath Long Wall 1 6.75 0.75 2.5 12.66

Bath Short Wall 1 7.75 0.75 2.5 14.53

494.83 cft

4

Description No Width (ft) Quantity (sft)

Exam: Room Long Wall 2 0.75 22.13

Exam: Room Short Wall 2 0.75 19.13

Female Waiting Room Long Wall 2 0.75 16.13

Female Waiting Room Short Wall 2 0.75 19.13

Dispenser Room long Wall 1 0.75 9.56

Dispenser Room Short Wall 2 0.75 19.13

Store & Bath Long Wall 2 0.75 9.00

Store & Bath Short Wall 2 0.75 18.50

EPI Long Wall 1 0.75 9.56

EPI Short Wall 2 0.75 19.13

Male Waiting Room Long Wall 1 0.75 9.56

Male Waiting Room Short Wall 2 0.75 16.13

Bath Long Wall 1 0.75 5.06

Bath Short Wall 1 0.75 5.81

197.93 sft

Length (ft)

Total:

14.75

12.75

10.75

12.75

12.75

10.75

6.75

Damp proof of cem. conc. 1:2:4 i/c bitumen coat, 1 layer polythene & 2 coats bitumen (2" thick)

12.75

12.75

Total:

6.00

12.33

12.75

12.75

7.75

5


Exam: Room Long Wall 2 14.75 0.75 11 243.38

Exam: Room Short Wall 2 12.75 0.75 11 210.38

Female Waiting Room Long Wall 2 10.75 0.75 11 177.38

Female Waiting Room Short Wall 2 12.75 0.75 11 210.38

Dispenser Room long Wall 1 12.75 0.75 11 105.19

Dispenser Room Short Wall 2 12.75 0.75 11 210.38

Store & Bath Long Wall 2 6.00 0.75 11 99.00

Store & Bath Short Wall 2 12.33 0.75 11 203.45

EPI Long Wall 1 12.75 0.75 11 105.19

EPI Short Wall 2 12.75 0.75 11 210.38

Male Waiting Room Long Wall 1 12.75 0.75 11 105.19

Male Waiting Room Short Wall 2 10.75 0.75 11 177.38

Bath Long Wall 1 6.75 0.75 11 55.69

Bath Short Wall 1 7.75 0.75 11 63.94

Perapet Wall 1 141.75 0.75 3.17 337.01

2514.27 cft

Deduction

D1 6 3.50 0.75 7.00 110.25

D2 1 3.00 0.75 7.00 15.75

D3 2 2.50 0.75 7.00 26.25

W1 5 6.00 0.75 5.00 112.50

V1 3 3.00 0.75 2.00 13.50

278.25

2236.02

6


RCC Slabe as per Coverd Area 0.5 537.855

D1 6 5.00 0.75 0.5 11.25

D2 1 4.50 0.75 0.5 1.69

D3 2 4.00 0.75 0.5 3.00

W1 5 7.50 0.75 0.5 14.06

RCC Beam 1 16.75 0.83 0.50 6.98

Sun Shade 1 156.75 3.00 0.33 155.18

730.02 cft

Pacca brick work in ground floor Cement, sand mortar 1:4

Total:

S.Total:

Total:

RCC in roof slab, beam, column & other structural members, insitu or precast. Type C (1:2:4)

Total:

1075.71

7

Steel Reinforcement 730.02 6.00 2240 1.96

1.96 tonne

8

As per Coverd Area 0.14 150.60

150.60 Cft

9

Description No Length (ft) Width (ft) Quantity (cft)

As per Coverd Area 1075.71

1075.71 sft

10

as per Coverd Area 1075.71

1075.71 sft

11


1075.71 sft

12


1075.71 sft

13

6 3.50 7.00 147.000

1 3.00 7.00 21.000

2 2.50 7.00 35.000

203.00 sft

14

6 3.50 7.00 147.00

1 3.00 7.00 21.00

2 2.50 7.00 35.00

3 3.00 2.00 18.00

221.00 sft

15

6 3.50 7.00 147.00 sft

147.00 sft

16

9.00

9.00 Nos

17

No. Width (ft) Height (ft) Quantity (sft)

5 6.00 5.00 150.00

150.00 sft

18

5 6.00 5.00 150.00

150.00 sft

1075.71

S/F of Polythene sheet on roof in two layers as spfd:

Total:

Earth filling over roof including watering, ramming etc 4" thick earth filling and 1" mud plaster

1075.71

Total:

First class deodar wood wrought joinery work GI wire guaze fixed to chowkat with 1/2" strip

D1

Providing and Fixing steel windows with openable glazed panels With 22 SWG wire gauze : Glass pane

3mm

9

Description

W1

Total:

Total:

MS flat 1/2"x1/8" grill in windows of approved design.

W1

Make & fix cleats for doors & windows including hinges and screws.

Cleats

Total :

Total:

D2

D3

Total:

Provide & fix 20 gauge steel chowkat for doors, windows & CS windows,including holdfast etc

D1

D2

D3

Total :

Total:

Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4) on Roof

Total:

1075.71

First class deodar wood wrought joinery in doors and windows etc. complete : 1.5" thick

D1

V1

Total:

Supply & fabricate M.S. reinforcement for cement concrete (Hot Rold Bars) Grade 40

Total:

2 coats of bitumen laid hot using 34 lbs. for %sft over roof & blinded with sand at 1 cft per % sft

1075.71

1075.71

Single layer of tiles 10"x5"x1.25" laid over 4" earth and 1" mud plaster on top of RC roof slab

19

Description Side No. Width (ft) Height (ft) Quantity (sft)

D1 2 6 3.50 7.00 294.00

D2 2 1 3.00 7.00 42.00

D3 2 2 2.50 7.00 70.00

W1 2 5 6.00 5.00 300.00

V1 2 3 3.00 2.00 36.00

742.00 sft

20

Examinition Room 1 12.00 14.00 0.50 84.00

F/Male Waiting Room 1 16.00 12.00 0.50 96.00

Dispenser Room 1 12.00 12.00 0.50 72.00

Store & Bath 1 11.58 6.00 0.50 34.74

EPI 1 12.00 12.00 0.50 72.00

Male Waiting 1 12.00 10.00 0.50 60.00

Veranda 1 14.75 12.00 0.50 88.50

Ramp 1 6.00 6.00 0.25 9.00

516.24 cft

21



Dispenser Room 1 12.00 12.00 0.33 47.52

Store & Bath 1 11.58 6.00 0.33 22.93

EPI 1 12.00 12.00 0.33 47.52

Male Waiting 1 12.00 10.00 0.33 39.60

Veranda 1 14.75 12.00 0.33 58.41

Ramp 1 6.00 6.00 0.25 9.00

343.78 cft

22




Dispenser Room 1 12.00 12.00 0.33 47.52

Store & Bath 1 11.58 6.00 0.33 22.93

EPI 1 12.00 12.00 0.33 47.52

Male Waiting 1 12.00 10.00 0.33 39.60

Veranda 1 14.75 12.00 0.33 58.41

Ramp 1 6.00 6.00 0.25 9.00

343.78 cft

23

Description No Length (ft) Quantity (cft)

Examinition Room 1 12.00 168.00

F/Male Waiting Room 1 16.00 192.00

Dispenser Room 1 12.00 144.00

Store & Bath 1 11.58 69.48

EPI 1 12.00 144.00

Male Waiting 1 12.00 120.00

Veranda 1 14.75 177.00

Ramp 1 6.00 36.00

1050.48 sft

10.00

12.00

6.00

Total:

12.00

12.00

Filling, watering and ramming earth under floor with surplus earth from foundation, etc

Total:

Supplying and filling sand under floor or plugging in wells

Total:

Provide & lay topping of concrete 1:2:4, incl. surface finishing & dividing in panels : 2" thick

Width (ft)

14.00

Plain Cement Concrete including placing, compacting,finishing & curing (Ratio 1:4:8)

Total:

Prepare & paint new surface door & windows prime coat & 2nd Coat

6.00

12.00

Total:

24

Description Side No. Length (ft) Height (ft) Quantity (sft)

Exam: Room Long Wall 2 2 14.00 11 616.00

Exam: Room Short Wall 2 2 12.00 11 528.00

Female Waiting Room Long Wall 2 2 12.00 11 528.00

Female Waiting Room Short Wall 2 2 10.00 11 440.00

Dispenser Room long Wall 2 2 12.00 11 528.00

Dispenser Room Short Wall 2 2 12.00 11 528.00

Store & Bath Long Wall 2 2 6.00 11 264.00

Store & Bath Short Wall 2 2 11.58 11 509.52

EPI Long Wall 2 2 12.00 11 528.00

EPI Short Wall 2 2 12.00 11 528.00

Male Waiting Room Long Wall 2 2 10.00 11 440.00

Male Waiting Room Short Wall 2 2 12.00 11 528.00

Bath Long Wall 2 1 7.00 11 154.00

Bath Short Wall 2 1 6.00 11 132.00

Ceiling & Roof 2 1 1075.71 2151.42

Perapet Wall 1 1 141.75 3.17 449.35

8852.29 sft

D1 1 6 3.50 7.00 147.00

D2 1 1 3.00 7.00 21.00

D3 1 2 2.50 7.00 35.00

W1 1 5 6.00 5.00 150.00

V1 1 3 3.00 2.00 18.00

371.00 sft

8481.29 sft

25


Exam: Room Long Wall 2 2 14 11 616.00

Exam: Room Short Wall 2 2 12 11 528.00

Female Waiting Room Long Wall 2 2 12 11 528.00

Female Waiting Room Short Wall 2 2 10 11 440.00

Dispenser Room long Wall 2 2 12 11 528.00

Dispenser Room Short Wall 2 2 12.00 11 528.00

Store & Bath Long Wall 2 2 6.00 11 264.00

Store & Bath Short Wall 2 2 11.58 11 509.52

EPI Long Wall 2 2 12.00 11 528.00

EPI Short Wall 2 2 12.00 11 528.00

Male Waiting Room Long Wall 2 2 10.00 11 440.00

Male Waiting Room Short Wall 2 2 12.00 11 528.00

Bath Long Wall 2 1 7.00 11 154.00

Bath Short Wall 2 1 6.00 11 132.00

Ceiling 1 1 1075.71 1075.71Perapet Wall 1 1 141.75 3.17 449.35

7776.58 sft

D1 1 6 3.50 7.00 147.00

D2 1 1 3.00 7.00 21.00

D3 1 2 2.50 7.00 35.00

W1 1 5 6.00 5.00 150.00

V1 1 3 3.00 2.00 18.00

371.00 sft

7405.58 sft

Distempering New surface : Three coats

S.Total :

Deduction

S.Total:

Deduction

Total:

S.Total:

Total:

Cement plaster 1:4 upto 20' height 1/2" thick

S.Total :

26

Description No. Length (ft) Weidth (ft) Height (ft) Quantity (Cft)

Plinth Protiction (around the Building 1 156.75 3 0.25 117.56

117.56 sft

27


Stairs 3 8.5 0.75 0.75 14.34

Copping of Perapet Wall 1 141.75 0.75 0.16 17.01

31.35 Cft

28

Description No. Length (ft) Quantity (sft)

Exam: Room Long Wall 2 14 14.00

Exam: Room Short Wall 2 12 12.00

Female Waiting Room Long Wall 2 12 12.00

Female Waiting Room Short Wall 2 10 10.00

Dispenser Room long Wall 2 12 12.00

Dispenser Room Short Wall 2 12.00 12.00

Store & Bath Long Wall 2 6.00 6.00

Store & Bath Short Wall 2 11.58 11.58

EPI Long Wall 2 12.00 12.00

EPI Short Wall 2 12.00 12.00

Male Waiting Room Long Wall 2 10.00 10.00

Male Waiting Room Short Wall 2 12.00 12.00

Bath Long Wall 1 7.00 3.50

Bath Short Wall 1 6.00 3.00

Perapet Wall (inner Side) 1 141.75 70.88

212.96 sft

29

60.00 Rft

30

5 Nos

31

5 Nos

Khuras on roof 2'x2'x6"

5

Bottom khuras of brick masonry in c/s mortar 1:6,4'x2'x4.5" over 3" cem. concrete 1:4:8


Total:

Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4)

Total:

0.5

0.5

0.5

0.5

5

Total:

Cast iron rain water down pipe fixed in position : 3" dia

5 12

Provide grey cement skirting 3/8" thick complete Extra if skirting or dado is finished with pigment

Depth (ft)

0.5

0.5

0.5

0.5

0.5

0.5

0.5

0.5

0.5

0.5

0.5

S.

No.

CSR Item

No.Description Unit Qty Rate (Rs.)

Amount

(Rs.)

1 03-23-cExcavation in foundation of building, bridges

etc complete : in hard soil or soft murumCft 2771.06 33.33 92345.41

2 06-03-b

Cement Concrete (brick/stone ballast, 1.5"

to 2"/nullah shingle well graded and

cleaned) in foundation & plinth (Ratio 1:4:8)

Cft 791.73 73.01 57804.13

3 07-04-a-05Pacca brick work in foundation and plinth in

Cement, sand mortar 1:6Cft 494.83 97.89 48436.95

4 06-22-a-02

Damp proof of cem. conc. 1:2:4 i/c bitumen

coat, 1 layer polythene & 2 coats bitumen

(2" thick)

sft 197.93 31.07 6149.68

5 07-05-a-03Pacca brick work in ground floor Cement,

sand mortar 1:4Cft 2236.02 111.15 248531.85

6 06-06-a-03

RCC in roof slab, beam, column & other

structural members, insitu or precast. Type

C (1:2:4)

Cft 730.02 148.99 108764.60

7 06-07-cSupply & fabricate M.S. reinforcement for

cement concrete (Hot Rold Bars) Grade 40

tonn

e1.96 82234.55 160801.59

8 12-07-c

First class deodar wood wrought joinery in

doors and windows etc. complete : 1.5"

thick

Sft 203 614.38 124719.14

9 NSI

Provide & fix 20 gauge steel chowkat for

doors, windows & CS windows,including

holdfast etc

Sft 221 187.38 41410.98

10 12-13-d

First class deodar wood wrought joinery

work GI wire guaze fixed to chowkat with

1/2" strip

sft 147 108.83 15998.01

11 12-17-aP/F brass spring hinges to wire gauzed

door.Each 6 219.82 1318.92

12 12-27-aMake & fix cleats for doors & windows

including hinges and screws.Each 9 84.91 764.19

13 25-39-b-05

Providing and Fixing steel windows with

openable glazed panels With 22 SWG wire

gauze : Glass pane 3mm

Sft 150 430.76 64614.00

14 12--50MS flat 1/2"x1/8" grill in windows of

approved design. sft 150.00 140.31 21046.50

15 03-16-aFilling, watering and ramming earth under

floor with surplus earth from foundation, etcCft 516.24 14.26 7361.58

16 07--30Supplying and filling sand under floor or

plugging in wellsCft 343.78 11.86 4077.93

#REF!

HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT------------------------

FR D.I KHAN

Cost Estimate of Main Building

New Construction of CD

17 06-05-iPlain Cement Concrete including placing,

compacting,finishing & curing (Ratio 1:4:8) Cft 343.78 81.84 28136.27

18 10-15-e

Provide & lay topping of concrete 1:2:4, incl.

surface finishing & dividing in panels : 2"

thick

sft 1050.48 31.42 33006.50

19 11-09-bCement plaster 1:4 upto 20' height 1/2"

thicksft 8481.29 11.49 97449.99

20 11-23-a-03 Distempering New surface : Three coats sft 7405.58 3.91 28934.33

21 13-06-c-01Prepare & paint new surface door &

windows prime coat.sft 742.00 7.14 5299.88


windows.Each Subsequent coat.sft 742.00 10.03 7439.14

23 06-05-fPlain Cement Concrete including placing,

compacting, finishing & curing (Ratio 1:2:4) Cft 150.60 117.70 17725.55

24 NSIP/F Light Steel Grited in PCC (1:2:4) 3/4" x

3/4" on Roof sft 1075.71 15.00 16135.65

25 09--12

2 coats of bitumen laid hot using 34 lbs. for

%sft over roof & blinded with sand at 1 cft

per % sft

sft 1075.71 10.92 11751.59

26 NSIS/F of Polythene sheet on roof in two layers

as spfd:sft 1075.71 10.00 10757.10

27 09-10-b

Earth filling over roof including watering,

ramming etc 4" thick earth filling and 1" mud

plaster

sft 1075.71 10.47 11262.90

28 09--05

Single layer of tiles 10"x5"x1.25" laid over 4"

earth and 1" mud plaster on top of RC roof

slab

sft 1075.71 49.21 52937.73

29 06-05-hPlain Cement Concrete including placing,


30 06-05-f

Plain Cement Concrete including placing,

compacting, finishing & curing (Ratio 1:2:4)

as a copping

Cft 31.35 117.70 3690.23

31 10-37-c

Provide grey cement skirting 3/8" thick

complete Extra if skirting or dado is finished

with pigment

sft 212.96 8.21 1748.85

32 09-19-bCast iron rain water down pipe fixed in

position : 3" dia Rft 60.00 407.39 24443.40

33 09--20

Heads for cast iron rain water down pipe

fixed in place including cost of clamp

holdfast and painting

Each 5.00 500.35 2501.75

34 09--21Shoes, bends or offsets for cast iron ran

water down pipe, including fixing & paintingEach 5.00 445.79 2228.95

35 09--15 Khuras on roof 2'x2'x6" Each 4.00 571.97 2287.88

36 09--16

Bottom khuras of brick masonry in c/s

mortar 1:6,4'x2'x4.5" over 3" cem. concrete

1:4:8

Each 4.00 358.46 1433.84

1374892.63Sub-Total:

S.

No.

CSR Item


Amount

(Rs.)

1 14-08-b

Providing and Fixing glazed earthen ware

sink including set of brackets, waste pipe

etc : 25"x18"

Each 2 951.60 1903.20

2 14-10-a


low down flushing cistern 3 gallons capacity

: White

Each 3 1484.00 4452.00

3 14-05-a-01


WHB complete Size 22"x16" : White with

pedestal

Each 2 1611.05 3222.10

4 14-06-a

Providing and Fixing stainless steel sink

with drain board size 48"x24", including set

of brackets, waste pipe etc

Each 2 2524.60 5049.20

5 NSI

Providing and Fixing best quality 5mm

mirror 22"x16" size, Plastic towel rail,Plastic

shelf 24"x5",CP soap dish.

Set 1 1000.00 1000.00

6 14-22-bProviding and Fixing CP stop-cock, heavy

type : 1/2"Each 4 343.27 1373.08

7 14-21-bProviding and Fixing CP pillar-cock, heavy

typeEach 4 417.08 1668.32

8 14-41-bProviding and Fixing CP waste coupling :

1.5"Each 3 299.83 899.49

9 14-31-a

Providing and Fixing CI floor trap including

CI grating & concrete chamber all round :

4"x2"

Each 2 240.85 481.70

10 14-48-aProviding and Fixing brass ball float valve

1/2" diaEach 5 179.92 899.60

11 14-55-fProviding and Fixing GI pipe & including

specials complete 1/2" diaRft 84 153.98 12934.32

12 14-69-b-03P/F Polyethylene Water Tank 500 gallons

(Vertical)Each 2 21928.84 43857.68

77740.69

Cost Estimate of Internal Water Supply of Main Building

Sub-Total:

S

No.

CSR Item

CoadDescreption Unit Qty Rate Amount

1 15-52

Wiring of light point in 3/0.029 PVC

insulated bars cable in PVC Pipe rescessed

in wall comp

Each 20 1592.54 31850.8

2 15-48-cWiring of sub main/earthing in 1 single core

PVC insulated & sheathed cable : 7/0.044Rft 150 27.99 4198.5

3 15.24bP/F: 4' long tube light with starter, tube rod

(Phillips) and choke. Nos 6 528.17 3169.02

4 15.68c

P/F: of 56" sweep capacitor type ceiling fan

with dimmer, (Pak/Royal Fan Delux) i/c

suspension rod and canopy etc.

Nos 6 2191.13 13146.78

5 15-56-b

Supply and Erection white round globe with

holder, gallery & 100 Watt bulb complete :

8" dia.

Nos 5 285.97 1429.85

6 15-81 Supply and Fixing 20 Amp power plug Nos 5 182.7 913.5

7 NSI

P/F Main Board i/c switches and circuit

breaker of best quality Complete,according

to nomber of rooms and external wiring,

approved by engineer incharge.

Nos 1 10057.1 10057.1

8 NSI

P/Fixing: of 2 core 7/0.052 aluminum cable

in PVC pipe of approved quality i/c

connection from nearest source to main

board.

Rft 150 80.00 12000

9 15.69aP/Fixing: 12" Sweep (Pak/Royal) Exhaust

fan with louver. Nos. 2 1,571.40 3142.8

10 NSIProviding and Fixing Electirc water geyser

10 gallons best quality. No 2 10000 20000

10 15-53

Special earthing of iron/metal clad switches

etc with copper wire No. 8 SWG in GI pipe

1/2" dia

Nos. 1 6,220.81 6220.81

106,129.16 Sub Total :

Cost Estimate of Internal Eletrification of main Building

S

No.

CSR Item


1 NSI

Construction of 2'x2' or 2.5'dia BB manhole,

upto required depth i/c 4" PCC 1:4:8 in bed,

BB wall laid & plastered in 1:4 making

channel inside and RCC 1:2:4 cover, 4"

thick with 3/8" dia bars 4" C/C both side.

Each 5.00 1700.00 8500

2 14-37-cSupply and Fixing CI manhole cover with

frame etc complete 24" diaEach 5.00 2742.31 13711.55

3 23.01b

P/L: in trench, jointing and testing 6" dia

RCC pipe Complete as per specification

and instruction of Engineer Incharge.

Rft 54 98.32 5356.4736

4 24-18-c-05

Providing and Laying cut, joint, test,

disinfect PVC pipe line BSS Class 'D'

working pressure : 3" i/d

Rft 20.00 127.59 2551.80

5 14-34-a-02Providing and fitting CI soil pipe with : Lead

& yarn caulked joint : 2" dia.Rft 24 264.69 6352.56

6 14-36-aProviding and Fixing CI specials, such as

tees, bends etc Lead caulked jointEach 4 475.00 1900

7 23-10 Septic Tank (int.Size: 7'x2'x5') complete Each 1 10,154.55 10154.55

8 23-11 Soakage Pit (6'dia x 15' deep) complete Each 1 9,917.15 9917.15

58444.08

Sewerage system Of Main Building

Total :

1


Long Wall

Short wall

2


Long Wall

Short wall

3


1st Step 22.5" Thick

Long Wall

Short wall

2nd Step 18" Thick

Long Wall

Short wall

3rd Step 13.5" Thick

Long Wall

Short wall

4th Step 9" Thick Wall

Long Wall

Short wall

4

Description No Width (ft) Quantity (sft)

Long Wall

Short wall

5


Long Wall

Short wall


Damp proof of cem. conc. 1:2:4 i/c bitumen coat, 1 layer polythene & 2 coats bitumen (2" thick)

Estimate for Type 1 Room

Total:

Excavation in foundation of building, bridges etc complete : in hard soil or soft murum

Total:

Total :


Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah shingle well graded and cleaned) in foundation &

plinth (Ratio 1:4:8)

Length (ft)

Total:

Total:

Deduction

D1

W1

6

Description No Length Width (ft) Depth (ft) Quantity (cft)

Slabe

Room

D1

W1

7

Steel Reinforcement

8

Room

9

Description No Length Width (ft) Quantity (cft)

Room

10

Room

11

Room

12


13


Lintle

Total:

Total:

RCC in roof slab, beam, column & other structural members, insitu or precast. Type C (1:2:4)

Total:

Total:

2 coats of bitumen laid hot using 34 lbs. for %sft over roof & blinded with sand at 1 cft per % sft

Total:

Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4) On Roof

Total:

S/F of Polythene sheet on roof in two layers as spfd:

W1

S/F: of Steel doors 18 SWG MS sheet with angle iron frame 1½"x1½"x1/8", bolt, hinges & paint etc.

Description

Description

Providing and Fixing steel windows with openable glazed panels With 22 SWG wire gauze : Glass pane

3mm

Supply & fabricate M.S. reinforcement for cement concrete (Hot Rold Bars) Grade 40

Total:

D1

Total:

Single layer of tiles 10"x5"x1.25" laid over 4" earth and 1" mud plaster on top of RC roof slab

S.Total:

Total:

14

15

Description Side No. Width (ft) Height (ft) Quantity (sft)

D2

W1

16

Room

17

Room

18


Room

19

Description No Length (ft) Quantity (cft)

Room

20


Room Long Wall

Room Short Wall

Ceiling Bed Room

D1

W1

Total:

Provide & lay topping of concrete 1:2:4, incl. surface finishing & dividing in panels : 2" thick

Total:

Prepare & paint new surface door & windows prime coat & 2nd Coat

Total:

Filling, watering and ramming earth under floor with surplus earth from foundation, etc



MS flat 1/2"x1/8" grill in windows of approved design.

W1

Width (ft)

Total:

Total:

Total:

Supplying and filling sand under floor or plugging in wells

Deduction

S.Total:

Total:

S.Total :

21


Room Long Wall

Room Short Wall

Ceiling Bed Room

D1

W1

22

Description No. Length (ft) Weidth (ft) Height (ft) Quantity (Cft)Plinth Protiction (around the

Building

23


Long Wall

Short Wall

24

25

26

Khuras on roof 2'x2'x6"

Bottom khuras of brick masonry in c/s mortar 1:6,4'x2'x4.5" over 3" cem. concrete 1:4:8

Cast iron rain water down pipe fixed in position : 3" dia

Total:

Total:

Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4) as a copping

S.Total:

Total:

Deduction

Distempering New surface : Three coats

S.Total :


S. No.CSR Item


Amount

(Rs.)

1 03-23-cExcavation in foundation of building, bridges

etc complete : in hard soil or soft murumCft 0.00 33.33 0.00

2 06-03-b

Cement Concrete (brick/stone ballast, 1.5"

to 2"/nullah shingle well graded and

cleaned) in foundation & plinth (Ratio 1:4:8)

Cft 0.00 73.01 0.00



4 06-22-a-02

Damp proof of cem. conc. 1:2:4 i/c bitumen

coat, 1 layer polythene & 2 coats bitumen

(2" thick)

sft 0.00 31.07 0.00


sand mortar 1:4Cft 0.00 111.15 0.00

6 06-06-a-03


structural members, insitu or precast. Type

C (1:2:4)

Cft 0.00 148.99 0.00

7 06-07-cSupply & fabricate M.S. reinforcement for

cement concrete (Hot Rold Bars) Grade 40tonne 0.00 82234.55 0.00

8 25-47

S/F: of Steel doors 18 SWG MS sheet with

angle iron frame 1½"x1½"x1/8", bolt, hinges

& paint etc.Main Gate

sft 0 244.24 0.00

9 12-07-cFirst class deodar wood wrought joinery in

doors and windows etc. complete : 1.5" thickSft #REF! 614.38 #REF!

10 NSI

Provide & fix 20 gauge steel chowkat for

doors, windows & CS windows,including

holdfast etc

Sft #REF! 187.38 #REF!

11 12-13-d

First class deodar wood wrought joinery

work GI wire guaze fixed to chowkat with

1/2" strip

sft #REF! 108.83 #REF!

12 12-27-aMake & fix cleats for doors & windows

including hinges and screws.Each #REF! 84.91 #REF!

13 25-39-b-05

Providing and Fixing steel windows with

openable glazed panels With 22 SWG wire

gauze : Glass pane 3mm

Sft 0 430.76 0.00

14 12--50MS flat 1/2"x1/8" grill in windows of

approved design. sft 0.00 140.31 0.00

15 07--30Supplying and filling sand under floor or

plugging in wellsCft 0.00 11.86 0.00

16 03-16-aFilling, watering and ramming earth under

floor with surplus earth from foundation, etcCft 0.00 14.26 0.00

#REF!

#REF!

Main Building Type v House

17 06-05-iPlain Cement Concrete including placing,


18 10-15-e

Provide & lay topping of concrete 1:2:4, incl.

surface finishing & dividing in panels : 2"

thick

sft 0.00 31.42 0.00

19 10--47

Burnt brick (1st class) pavement on edge

grouted with sand including preparation of

bed


20 11-09-b Cement plaster 1:4 upto 20' height 1/2" thick sft 0.00 11.49 0.00

21 11-18-aCement pointing struck joints, on walls upto

20' Hight Ratio (1:2)sft #REF! 12.74 #REF!

22 11-23-a-03 Distempering New surface : Three coats sft 0.00 3.91 0.00


windows prime coat.sft 0.00 7.14 0.00


windows.Each Subsequent coat.sft 0.00 10.03 0.00

25 06-05-fPlain Cement Concrete including placing,

compacting, finishing & curing (Ratio 1:2:4) Cft 0.00 117.70 0.00

26 09--12

2 coats of bitumen laid hot using 34 lbs. for

%sft over roof & blinded with sand at 1 cft

per % sft

sft 0 10.92 0.00

27 NSIS/F of Polythene sheet on roof in two layers

as spfd:sft 0.00 10.00 0.00

28 09-10-b

Earth filling over roof including watering,

ramming etc 4" thick earth filling and 1" mud

plaster

sft 0.00 10.47 0.00

29 09--05

Single layer of tiles 10"x5"x1.25" laid over 4"

earth and 1" mud plaster on top of RC roof

slab

sft 0.00 49.21 0.00

30 06-05-hPlain Cement Concrete including placing,


31 06-05-f



as a copping

sft 0.00 117.70 0.00

32 10-37-c

Provide grey cement skirting 3/8" thick

complete Extra if skirting or dado is finished

with pigment


33 09-19-bCast iron rain water down pipe fixed in

position : 3" dia Rft 48.00 407.39 19554.72

34 09--20

Heads for cast iron rain water down pipe

fixed in place including cost of clamp

holdfast and painting

Each 4.00 500.35 2001.40

35 09--21Shoes, bends or offsets for cast iron ran

water down pipe, including fixing & paintingEach 4.00 445.79 1783.16

36 09--15 Khuras on roof 2'x2'x6" Each 4.00 571.97 2287.88

37 09--16

Bottom khuras of brick masonry in c/s

mortar 1:6,4'x2'x4.5" over 3" cem. concrete

1:4:8

Each 4.00 358.46 1433.84

#REF!Sub-Total:

S. No.CSR Item


Amount

(Rs.)

1 14-08-b


sink including set of brackets, waste pipe etc

: 25"x18"

Each 2 951.60 1903.20

2 14-10-a


low down flushing cistern 3 gallons capacity

: White

Each 1 1484.00 1484.00

3 14-05-a-01


WHB complete Size 22"x16" : White with

pedestal

Each 1 1611.05 1611.05

4 14-06-a

Providing and Fixing stainless steel sink with

drain board size 48"x24", including set of

brackets, waste pipe etc

Each 1 2524.60 2524.60

5 NSI

Providing and Fixing best quality 5mm

mirror 22"x16" size, Plastic towel rail,Plastic

shelf 24"x5",CP soap dish.

Set 1 1000.00 1000.00


type : 1/2"Each 4 343.27 1373.08

7 14-21-bProviding and Fixing CP pillar-cock, heavy

typeEach 4 417.08 1668.32

8 14-41-bProviding and Fixing CP waste coupling :

1.5"Each 3 299.83 899.49

9 14-31-a

Providing and Fixing CI floor trap including

CI grating & concrete chamber all round :

4"x2"

Each 3 240.85 722.55


1/2" diaEach 4 179.92 719.68

11 14-55-fProviding and Fixing GI pipe & including

specials complete 1/2" diaRft 120 153.98 18477.60

12 14-69-b-03P/F Polyethylene Water Tank 500 gallons

(Vertical)Each 1 21928.84 21928.84

54312.41Sub-Total:

Internal Water Supply

S No.CSR Item


1 15-52

Wiring of light point in 3/0.029 PVC

insulated bars cable in PVC Pipe rescessed

in wall comp

Each 15 1592.54 23888.1

2 15-48-cWiring of sub main/earthing in 1 single core

PVC insulated & sheathed cable : 7/0.044Rft 200 27.99 5598

3 15.24bP/F: 4' long tube light with starter, tube rod

(Phillips) and choke. Nos 2 528.17 1056.34

4 15.68c

P/F: of 56" sweep capacitor type ceiling fan

with dimmer, (Pak/ Royal Fan Delux) i/c

suspension rod and canopy etc.

Nos 2 2191.13 4382.26

5 15-56-b

Supply and Erection white round globe with

holder, gallery & 100 Watt bulb complete :

8" dia.

Nos 7 285.97 2001.79

6 15-81 Supply and Fixing 20 Amp power plug Nos 2 182.7 365.4

7 NSI

P/F Main Board i/c switches and circuit

breaker of best quality Complete,according

to nomber of rooms and external wiring,

approved by engineer incharge.

Nos 1 10057.1 10057.1

8 NSI

P/Fixing: of 2 core 7/0.052 aluminum cable

in PVC pipe of approved quality i/c

connection from nearest source to main

board.

Rft 150 80.00 12000

9 15.69aP/Fixing: 12" Sweep (Pak/Royal ) Exhaust

fan with louver. Nos. 2 1,571.40 3142.8

10 NSIProviding and Fixing Electirc water geyser

10 gallons best quality. No 1 10000 10000

11 15-53

Special earthing of iron/metal clad switches

etc with copper wire No. 8 SWG in GI pipe

1/2" dia

Nos. 1 6,220.81 6220.81

78,712.60

Internal Eletrification

Sub Total :

S No.CSR Item


1 NSI

Construction of 2'x2' or 2.5'dia BB manhole,

upto required depth i/c 4" PCC 1:4:8 in bed,

BB wall laid & plastered in 1:4 making

channel inside and RCC 1:2:4 cover, 4"

thick with 3/8" dia bars 4" C/C both side.

Each 4.00 1700.00 6800

2 14-37-cSupply and Fixing CI manhole cover with

frame etc complete 24" diaEach 4.00 2742.31 10969.24

3 23.01b

P/L: in trench, jointing and testing 6" dia

RCC pipe Complete as per specification

and instruction of Engineer Incharge.

Rft 46 98.32 4521.7368

4 24-18-c-05

Providing and Laying cut, joint, test, disinfect

PVC pipe line BSS Class 'D' working

pressure : 3" i/d

Rft 21.16 127.59 2699.80

5 14-34-a-02Providing and fitting CI soil pipe with : Lead

& yarn caulked joint : 2" dia.Rft 24 264.69 6352.56

6 14-36-aProviding and Fixing CI specials, such as

tees, bends etc Lead caulked jointEach 8 475.00 3800

7 23-10 Septic Tank (int.Size: 7'x2'x5') complete Each 1 10,154.55 10154.55

8 23-11 Soakage Pit (6'dia x 15' deep) complete Each 1 9,917.15 9917.15

55215.04Total :

Sewerage system Of Type 4 House

S. No. Item No Description Nos. Length Width Hight Quantity

1

1 150.00 5.00 1.50 1125.00

1125.00

2

20.00

1 150.00 5.00 0.33 247.50

267.5

3

1 150.00 5.00 0.16 120.00

2 150.00 0.75 0.16 36.00

156.00

4

2 150.00 1.13 0.75 254.25

2 150.00 0.75 1.00 225.00

479.25

5

2 6.00 5.00 0.75 45.00

45.00

6

45.00 6 0.121

12 4.00 4.16 2240.00 0.09

0.21 tonn

8

4 150.00 2.00 1200.00

1200.00

Plain Cement Concrete including placing, compacting, finishing & curring (Ratio 1:4:8 )

2240

For Drain Embankment (L/S)

Coping

TOTAL

Supply & fabricate M.S reinforcement for cement concrete (hot rolled deformed bars Grade 60)

Greting

TOTAL

TOTAL

TOTAL

For Side Walls

Drain Bed

Brick work for Side Walls 2nd Step

Lintle on opning

Estimate of Drain

Earth Excavation in Irrigation Channels/Drains & disposal upto 25m & Dressing in Shingle/Gravel

TOTAL

Drain

Plain Cement Concrete including placing, compacting, finishing & curring (Ratio 1:2:4)

(PCC 1:2:4 in Drain Bed)


TOTAL

RCC in roof slab, beam, column & other structural members, insitu or precast Type C (1:2:4) lintle

on opening

Lintle on opning

Task # 6

#REF!

For Drain Bed

Pacca Brick Work in Foundation & Plinth in Cement, Sand Mortar (1:4)

TOTAL

Brick work for Side Walls 1st Step

S. No. CSR Item No Description Unit Quantity Rate/Cft Amount

1 03-23-dExcavation in Foundation of Building,

bridges etc complete in shingle/gravelCft 1125.00 3.78 4,254.75

2 06-05-i

Plain Cement Concrete including

placing, compacting, finishing & curring

(Ratio 1:4:8)

Cft 267.50 81.84 21,893.32

3 06-05-f


placing, compacting, finishing & curring

(Ratio 1:2:4)

Cft 156.00 117.70 18,361.20

4 07-04-a-03Pacca Brick Work in Foundation &

Plinth in Cement, Sand Mortar (1:4) Cft 479.25 103.64 49,669.61

5 06-06-a-03


structural members, insitu or precast

Type C (1:2:4) lintle on opening

Cft 45.00 148.99 6,704.51

6 06-07-c

Supply & fabricate M.S reinforcement

for cement concrete (hot rolled

deformed bars Grade 40)

Ton 0.21 82234.55 17,242.82

7 11-09-aCement plaster 1:4 upto 20' height 3/4"

thickSft 1200.00 10.73 12,877.20

131,003.42 Total

Cost Estimate of Drain

Task # 6

#REF!

S No.CSR Item


1 3-23-b+3-16-a

Excavation in foundation of building, bridges

etc complete : in ordinary soil & Filling,

watering and ramming earth under floor with

surplus earth from foundation, etc

Cft 4260.75 3.07 13080.50

2 06-03-b

Cement Concrete (brick/stone ballast, 1.5" to

2"/nullah shingle well graded and cleaned) in

foundation & plinth (Ratio 1:4:8)

Cft 1149.75 73.01 83943.13




sand mortar 1:4Cft 2787.59 111.15 309838.29

5 11-09-b Cement plaster 1:4 upto 20' height 1/2" thick Sft 3256.65 11.49 37418.91

6 11-18-aCement pointing struck joints, on walls, upto

20' height Ratio 1:2Sft 3256.65 12.74 41480.28

7 11-25-a-03 White washing: New surface : Three coats Sft 3414.9 1.78 6074.77

8 06-05-f



as a Copping

Cft 69.975 117.70 8235.81

9 25-47-b

Supplying and Fixing 18 SWG MS Sheet

Gate with angle iron frame (2"x2"x3/16") with

side window, lock, painting etc

Sft 128.00 180 23040.00

10 15.63aP/F: of gate light of approved quality and

design. Each 2 663.90 1327.80

636,673.14

Cost Estimate of Compound Wall

Sub Total:

Task # 6

#REF!

S No. Descreption No length Wedth Height Qty

1

Boundry Wall 1 505.00 3.00 2.75 4166.25

Gate Piller 3 3.00 3.00 3.50 94.50

4260.75 cft

2

Boundry Wall 1 505.00 3.00 0.75 1136.25

Gate Piller 3 3.00 3.00 0.50 13.50

1149.75 cft

3

B/Wall 1st Step 1 505.00 1.50 0.60 454.50

B/Wall 2nd Step 1 505.00 1.13 0.60 342.39

B/Wall 3rd Step 1 505.00 1.13 0.50 284.06

Gate Pillre 1st Step 3 2.50 2.50 3.50 65.63

1146.58 cft

5

Compound Wall 1 505.00 0.75 6.33 2397.49

Gate Piller 3 2.50 2.50 8.00 150.00

Column 88 0.38 1.13 6.33 240.10

2787.59 cft

6

Compuond Wall 1 505.00 3196.65

Gate Piller 3 2.50 60.00

3256.65 Sft


Total:

8.00


Total:


6.33

Total:

Excavation in foundation of building, bridges etc complete : in ordinary soil & Filling, watering and

ramming earth under floor with surplus earth from foundation, etc

Total:

Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah shingle well graded and cleaned) in foundation

& plinth (Ratio 1:4:8)

Total:

Task # 6

#REF!

ESTIMATE OF COMPOUND WALL

7

Compuond Wall 1.00 505.00 3196.65

Gate Piller 3 2.50 60.00

3256.65 sft

8

1 530.00 6.33 3354.90

3 2.50 8.00 60.00

3414.90 sft

9

Compuond Wall 1.00 505.00 0.75 0.16 60.60

Gate Piller 3 2.50 2.50 0.50 9.38

69.98 cft

10

Steel Main Gate 1 12.00 96.00

Steel Door 1 4.00 32.00

128.00 sft

11

2 Nos

6.33

Total:

White washing: New Surface. Three Coats

Compuond Wall

P/F: of gate light of approved quality and design.

2 Nos

8.00

Supplying and Fixing 18 SWG MS Sheet Gate with angle iron frame (2"x2"x3/16") with side window,

lock, painting etc

8.00

8.00

Total:

Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4) as a Copping

Total:

Cement pointing struck joints, on walls, upto 20' height Ratio 1:2

Total:

Gate Piller

S No.CSR Item


1 NSI Resistivity of survey for selection of site. Job 1 30000 30000

2 24-01 Mobilization of boring plant and equipment to site Job 1 19360 19360

3 24-02-a-06Tubewell boring in all soils except shingle/rock

From ground upto 100' below ground : 10" i/dRft 100 614.5 61450

4 24-02-b-03Tubewell boring in all soils except shingle/rock

From 100' to 200' below ground : 8" i/dRft 100 575.61 57561

5 24-02-c-03Tubewell boring in all soils except shingle/rock

From 200' to 300' below ground : 8" i/dRft 100 634.57 63457

6 24-02-d-01Tubewell boring in all soils except shingle/rock

From 300' to 400' below ground : 8" i/dRft 50 863.41 43170.5

7 NSI Subsequent shifting to next site (if required) Job 1 20000

8 24-09-c-01

Providing and installing PVC strainer, in tubewell

borehole comp. BSS Class 'D' working pressure : 6"

i/d

Rft 100 525.55 52555

9 24-12-c-01Providing and installing PVC blind pipe in tubewell

with strainer BSS Class 'D' working pressure : 6" i/dRft 250 665.10 166275

10 24-06Furnishing sample of water from bore hole and

testing.Job 4 1285.4 5141.6

11 24-10-c-01

Providing and installing PVC pipe with wooden bail

plug in tubewell BSS Class 'D' working pressure : 6"

i/d : 2' Long

No 1 847.79 847.79

13 24-36-aFurnishing/installation of MS cap over housing pipe

with locking arrangement.Job 1 858.78 858.78

14 24-14Shrouding with graded gravel pack 3/8" around

tube well un bore hole Rft 350 129.77 45419.5

16 NSIDevelopment and testing of tube well with "D" and

"T" unit. CJob 1 2000 2000

17 NSI

Provision & instalition of Submersible 3HP

Pumping System (Felsum italy made) with all other

Accessories

Sets 1 50000 50000

18 24-22-b

Providing and Fixing sluice valve of BSS quality

weight for GI & PVC pipe line including jointing

material : 3" i/d

No 2 3,588.13 7176.26

19 24-30-a-03Providing and Laying HDPE pipe Din-8074/Din-

8075/ISO-4427 incl testing & disinfectNo 300 37.69 11307

616579.43

25 NSI

P/F: of transformer 25 KVA "Climax" I/c H.pole with

transformer for meter etc. as per WAPDA

specification.

No 1 400000 400000

1016579.43 Total :

Task # 6

#REF!

Name of Work (New Tube Well).

Sub Total :

S.No. Description No Lenght Weidth Hight Cty

1

Court Yard 1 200 100 1 20000 Cft

20000 CftTotal:

Task # 6


--------------------- FR D.I KHAN

Estimate of Leveling & Dressing

Earth fill in lawns including dressing & compaction with suitable earth borrowed.

S.No.CSR Item

CoadDescription Unit Qty Rate Amount

1 03-06-b

Earth fill in lawns including

dressing & compaction with

suitable earth borrowed.

Cft 2000 2.65 5,301.00

5,301.00 Total:

Task # 6

HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT-----

------------------- FR D.I KHAN

Cost Estimate of Leveling & Dressing

S No. Descreption No Length Weidth Depth Qty

1

walk way Length 1 1.00 214.25 10.00 0.25 535.63

walk way Length 2 1.00 61.00 6.00 0.25 91.50

walk way Length 3 1.00 22.75 5.00 0.25 28.44

655.56 cft

2

walk way Length 1 1.00 214.25 10.00 0.33 707.03

walk way Length 2 1.00 61.00 6.00 0.33 120.78

walk way Length 3 1.00 22.75 5.00 0.33 37.54

865.34 cft

3

walk way Length 1 1.00 214.25 2142.50

walk way Length 2 1.00 61.00 366.00

walk way Length 3 1.00 22.75 113.75

2622.25 sftTotal:

10.00

6.00

5.00

Task # 6

HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT------

------------------ FR D.I KHAN

Estimate of Walk Way

Excavation in foundation of building, bridges etc complete : in ordinary soil &

Dressing & levelling earth to designed sections Ashes, sand, silt or soft soil upto cut

or fill 6 inches

Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:4:8)

Burnt brick (1st class) pavement on edge grouted with sand including preparation of

bed

Total:

Total:

S No.CSR Item


13-23-b+3-

19-a

Excavation in foundation of building,

bridges etc complete : in ordinary soil &

Dressing & levelling earth to designed

sections Ashes, sand, silt or soft soil

upto cut or fill 6 inches

Cft 655.56 3.07 2012.58

2 06-05-i


placing, compacting, finishing & curing

(Ratio 1:4:8)

CfT 865.34 81.84 70823.26

3 10-47

Burnt brick (1st class) pavement on edge

grouted with sand including preparation

of bed

Sft 2622.25 36.87 96678.1619

169514.00

Cost Estimate of Walk Way

Total:

Task # 6

HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT------------------------

FR D.I KHAN

S No.

CSR

Item

Coad

Descreption Unit Qty Rate Amount

124-16-c-

06

Providing and Laying cut, joint, test &

disinfect GI pipe line Using light quality GI

Pipe : 2" i/d

Rft 186.1 233.41 43437.6

2 14-28-cProviding and Fixing gun metal peet / gate

valve (screwed) 2" diaEach 5.00 1,171.03 5855.15


1/2" diaEach 5.00 179.92 899.6

424.16c-

01

Providing and Fixing 1/2" dia GI pipe (IIL-L)

or equivalent wrapping with sanitary tape

i/c all required fittings and specials.

Rft 120 41.5 4980


type : 1/2"Each 2 343.27 686.54

6 14-24-bProviding and Fixing CP bib-cock, heavy

type : 1/2"Each 2 343.27 686.54

56545.43

Cost Estimate of External Water Supply

Total:

Task # 6

HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT-----------------

------- FR D.I KHAN

91488667 estimation-of-building-house

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