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Name of union: K.MayiladumparaiName of Panchayat: ThummagunduEstimate Amount: Rs.500000/-Admin. Sanction No:

Sl.No. QTY DESCRIPTION OF WORK RATE UNIT AMOUNT

1 73.98Earth Work excavation and depositing on bankwith in initial lead of 10m and lift of 2m in hardgravelly soil as per SS 20B for foundation

72.80 CUM 5386

2 10.31

Cement concrete 1:5:10 mix using 40mm ISSmetal fincluding cost and conveyance of allmaterials to site and all labour charges formixing laying and curing etc., completed forfoundation.

2504.54 CUM 25822

3 94.41

Cement concrete 1:3:6 mix using 40mm ISSmetal including cost and conveyance of allmaterials to site and all labour charges formixing laying and curing etc., completed forfoundation.

2890.14 CUM 272859

4 268.80

Supply and errection of Centering for sides and

soffits with M.S.Sheet and country Wood Propsincluding hire charges for materials and alllabour charges etc., complete

135.00 Sqm 36288

5 27.92

Collection and supply of Sand Filling with inone K.M. lead including cost and conveyanceand stecking at road side to deptl gauge fortaking precentand filling to the standardspecification etc. complete

134.00 CUM 3742

6 27.92

Cement concrete 1:4:8 mix using 40mm ISSmetal fincluding cost and conveyance of allmaterials to site and all labour charges for

mixing laying and curing etc., completed forfoundation.

2649.14 CUM 73964

Tech. Sanction No:

ABSTRACT ESTIMATE

Name of Work: Construction of Case Way at Veruchinnamalpuram to Vandiyur Road at ThummagunduPanchayat

Scheme:District Panchayat GeneralFundYear: 2012-2013

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7 22.50

Cement concrete 1:2:4 mix using 20mm ISSmetal fincluding cost and conveyance of all

materials to site and all labour charges formixing laying and curing etc., completed forfoundation.

3610.65 CUM 81240

8 L.S Photography Charges L.S 300

9 L.S Painting and lettering of Name Board L.S 300

10 L.S Contigencies & other unforeseen charges L.S 99

TOTAL 500000

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Name of union: K.Mayiladumparai

Name of Panchayat: Thummagundu

Sl.No. Description of work L B D Quantity

Caseway Side Wall 1 x 1 30.00 1.35 1.20 48.60


Caseway Edge Wall 1 x 2 6.60 0.75 0.60 5.94

Caseway Center Wall 1 x 2 6.60 0.75 0.60 5.94

Total Quantity 73.98



Caseway Edge Wall 1 x 2 6.60 0.75 0.10 0.99

Caseway Center Wall 1 x 2 6.60 0.75 0.10 0.99


Ist Footing


II nd Footing


DETAILED ESTIMATE

Nos.

Earth Work excavation and depositing on bank with in initial lead of 10m and lift of2m in hard gravelly soil as per SS 20B for foundation

Cement concrete 1:5:10 mix using 40mm ISS metal fincluding cost and conveyanceof all materials to site and all labour charges for mixing laying and curing etc.,completed for foundation.

Name of Work: Construction of Case Way at Veruchinnamalpuram to Vandiyur Road at Thummagundu Panchayat

Scheme:District Panchayat GeneralFund

Year: 2012-2013

1

2


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Nos.

ASL

Caseway Side Wall 1 x 1 30.00 (0.90+0.45)/2 1.50 30.38

ASL

Caseway Side Wall 1 x 1 30.00 (0.60+0.45)/2 1.00 15.75

Caseway Edge Wall 1 x 2 6.60 (0.60+0.45)/2 1.00 6.93

Caseway Center Wall 1 x 2 6.60 (0.60+0.45)/2 1.00 6.93

Slope Wall 1 x 4 10.00 0.45 (0.00+0.45)/2 4.05


Ist Footing

Caseway Side Wall 1 x 2 30.00 0.45 27.00

II nd Footing


ASL


ASL


Caseway Edge Wall 2 x 2 6.60 1.00 26.40

Caseway Center Wall 2 x 2 6.60 1.00 26.40

Slope Wall 2 x 4 10.00 (0.00+0.30)/2 12.00


Case Way CC Pavement 1 x 1 30.00 7.50 0.15 33.75

D/F Side Wall -1 x 2 30.00 0.45 0.15 -4.05

D/F Edge & Center Wall -1 x 4 6.60 0.45 0.15 -1.78


Supply and errection of Centering for sides and soffits with M.S.Sheet and country

Wood Props including hire charges for materials and all labour charges etc.,complete

Collection and supply of Sand Filling with in one K.M. lead including cost and

conveyance and stecking at road side to deptl gauge for taking precentand filling tothe standard specification etc. complete

3

4

5

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Nos.


D/F Side Wall -1 x 2 30.00 0.45 0.15 -4.05

D/F Edge & Center Wall -1 x 4 6.60 0.45 0.15 -1.78




8 Photography Charges LS

9Painting and lettering of NameBoard

LS

10Contigencies & other unforeseencharges LS


7

6


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72.80 CUM 5766

2 14.85


2525.28 CUM 37501

3 46.20


2924.70 CUM 135122

4 330.00



135.00 Sqm 44550

5 49.50


134.00 CUM 6633

6 49.50



2675.06 CUM 132416

Tech. Sanction No:

ABSTRACT ESTIMATE

Name of Work: Providing Cement Concrete Pavement with Drainage in Thummagundu School Street at Thummagundu Panchayat


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7 37.13



3662.49 CUM 135989

8 L.S Provision for Tar Bad L.S 1000




TOTAL 500000

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Drainage 1 x 1 110.00 1.05 0.60 69.30

Side Wall 1 x 1 110.00 0.30 0.30 9.90


Drainage 1 x 1 110.00 1.05 0.10 11.55

Side Wall 1 x 1 110.00 0.30 0.10 3.30


Drainage 1 x 2 110.00 0.30 0.60 39.60

Side Wall 1 x 1 110.00 0.20 0.30 6.60


Drainage 2 x 2 110.00 0.60 264.00

Side Wall 1 x 2 110.00 0.30 66.00


CC Pavement 1 x 1 110.00 4.50 0.10 49.50


Supply and errection of Centering for sides and soffits with M.S.Sheet and countryWood Props including hire charges for materials and all labour charges etc.,complete

Collection and supply of Sand Filling with in one K.M. lead including cost andconveyance and stecking at road side to deptl gauge for taking precentand filling tothe standard specification etc. complete

3

4


5

DETAILED ESTIMATE

Nos.





Year: 2012-2013

1

2

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Nos.

CC Pavement 1 x 1 110.00 4.50 0.10 49.50





9

Painting and lettering of Name

Board LS

10Contigencies & other unforeseencharges

LS


7

6


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Name of union: K.MayiladumparaiName of Panchayat: Manthisunai - MoolakadaiEstimate Amount: Rs.5,00,000/-Admin. Sanction No:



36.40 CUM 715

2 6.54


2179.21 CUM 14253

3 13.08


2576.61 CUM 33703

4 130.80



135.00 Sqm 17658

5 87.20


128.35 CUM 11193

6 87.20



2328.24 CUM 203023

Tech. Sanction No:

ABSTRACT ESTIMATE

Name of Work: Providing Cement Concrete Pavement in Singarajapuram Raja House side atSingarajapuram Panchayat


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7 65.40



3311.87 CUM 216597





TOTAL 500000

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Name of Panchayat: Manthisunai - Moolakadai


Side Wall 1 x 1 218.00 0.30 0.30 19.62


Side Wall 1 x 1 218.00 0.30 0.10 6.54

Total Quantity 6.54

Side Wall 1 x 1 218.00 0.20 0.30 13.08


Side Wall 1 x 2 218.00 0.30 130.80


CC Pavement 1 x 1 218.00 4.00 0.10 87.20




3

4


5

DETAILED ESTIMATE

Nos.



Name of Work: Providing Cement Concrete Pavement in Singarajapuram Raja House side atSingarajapuram Panchayat


Year: 2012-2013

1

2

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Nos.

CC Pavement 1 x 1 218.00 4.00 0.10 87.20





9


Board LS


LS


7

6


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Name of union: K.MayiladumparaiName of Panchayat: Manthisunai - MoolakadaiEstimate Amount: Rs.3,00,000/-Admin. Sanction No:



36.40 CUM 436

2 3.99


2131.76 CUM 8506

3 7.98


2527.27 CUM 20168

4 79.80



135.00 Sqm 10773

5 53.20


128.35 CUM 6829

6 53.20



2280.08 CUM 121301

Tech. Sanction No:

ABSTRACT ESTIMATE

Name of Work: Providing Cement Concrete Pavement in Siraparai West side at Manthisunai -Moolakadai Panchayat


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7 39.90



3260.15 CUM 130080





TOTAL 300000

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Name of Panchayat: Manthisunai - Moolakadai


Side Wall 1 x 1 133.00 0.30 0.30 11.97


Side Wall 1 x 1 133.00 0.30 0.10 3.99

Total Quantity 3.99

Side Wall 1 x 1 133.00 0.20 0.30 7.98

Total Quantity 7.98

Side Wall 1 x 2 133.00 0.30 79.80


CC Pavement 1 x 1 133.00 4.00 0.10 53.20


DETAILED ESTIMATE

Nos.



Name of Work: Providing Cement Concrete Pavement in Siraparai West side at Manthisunai -Moolakadai Panchayat


Year: 2012-2013

1

2



3

4


5

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Nos.

CC Pavement 1 x 1 133.00 4.00 0.10 53.20





9


Board LS


LS


7

6


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Name of union: K.MayiladumparaiName of Panchayat: MyladumparaiEstimate Amount: Rs.4,95,000/-Admin. Sanction No:



72.80 CUM 0

2 0.00


2108.38 CUM 0

3 14.18


2741.25 CUM 38871

4 94.50



135.00 Sqm 12758

5 65.10


128.35 CUM 8356

6 97.65



2256.27 CUM 220325

ABSTRACT ESTIMATE

Name of Work: Providing Cement Concrete Pavement in Myladumparai Burrial Ground Street atMyladumparai Panchayat


Tech. Sanction No:

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7 65.10



3234.20 CUM 210547





TOTAL 495000

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Name of Panchayat: Myladumparai


Drainage Raising 1 x 1 0.00

Total Quantity 0.00


Total Quantity 0.00

Drainage Raising 1 x 2 52.50 0.30 0.45 14.18


Drainage Raising 2 x 2 52.50 0.45 94.50


CC Pavement 1 x 1 52.50 12.40 0.10 65.10


DETAILED ESTIMATEName of Work: Providing Cement Concrete Pavement in Myladumparai Burrial Ground Street atMyladumparai Panchayat


Year: 2012-2013

Nos.

1


2


3


4


5


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Nos.

CC Pavement 1 x 1 52.50 12.40 0.15 97.65





9


Board LS


LS

6


7


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Name of union: K.MayiladumparaiName of Panchayat: MyladumparaiEstimate Amount: Rs.4,95,000/-Admin. Sanction No:



72.80 CUM 0

2 0.00


2108.38 CUM 0

3 14.18


2741.25 CUM 38871

4 94.50



135.00 Sqm 12758

5 65.10


128.35 CUM 8356

6 97.65



2256.27 CUM 220325

ABSTRACT ESTIMATE

Name of Work: Providing Cement Concrete Pavement in Myladumparai Main Road to Near ManaiyanHouse at Myladumparai Panchayat


Tech. Sanction No:

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7 65.10



3234.20 CUM 210547





TOTAL 495000

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Name of Panchayat: Myladumparai



Total Quantity 0.00


Total Quantity 0.00

Drainage Raising 1 x 2 52.50 0.30 0.45 14.18


Drainage Raising 2 x 2 52.50 0.45 94.50


CC Pavement 1 x 1 52.50 12.40 0.10 65.10


DETAILED ESTIMATEName of Work: Providing Cement Concrete Pavement in Myladumparai Main Road to Near ManaiyanHouse at Myladumparai Panchayat


Year: 2012-2013

Nos.

1


2


3


4


5


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Nos.

CC Pavement 1 x 1 52.50 12.40 0.15 97.65





9


Board LS


LS

6


7


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ESTIMATE AMOUNT

NAME OF UNION K.MYLADUMPARAI

NAME OF PANCHAYAT MYLADUMPARAI

SCHEME &YEAR District Panchayat General Fund 2012 - 2013

AS NO

The above Road is of earthen Surface and it becomes slushy during rain

very difficult to ride &to cross the Road Hence it is found essentiol to provide Cement

Concrete Pavement to a length of m with the following Provisions.

The following Provisions are made in the Estimate :-

1. Eathe work excavation and depositing on bank with initial lead as per ss20a

2. CC1:5:10 mix using 40mm matel has to be laid to a thickness of 0.10m

3.CC1:3:6 mix using 20mm matel has to be laid

4. Centering and shuttering charges for side wall side works

6. Supplying and filling in foundation and basement with filling sand

7. CC1:4:8 mix using 40mm matel has to be laid


This estimate is prepared based on the current schedule of rates for the year

2012-2013. The work on sanction will be carried out as per standard apecification and time

to time instruction issued by the higher authorities.

SPECIFICATION REPORT TO FOR THE WORK OF Providing Cement Concrete Pavement inMyladumparai Burrial Ground Street at Myladumparai Panchayat

Rs: 4,95,000 /=

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ESTIMATE AMOUNT


NAME OF PANCHAYAT MYLADUMPARAI


AS NO



Concrete Pavement to a length of m with the following Provisions.






6. Supplying and filling in foundation and basement with filling sand






SPECIFICATION REPORT TO FOR THE WORK OF Providing Cement Concrete Pavement inMyladumparai Main Road to Near Manaiyan House at Myladumparai Panchayat

Rs: 4,95,000 /=

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ESTIMATE AMOUNT


NAME OF PANCHAYAT Manthisunai - Moolakadai


AS NO



Concreete Pavement to a length of m with the following Provisions.






5. Plastering with cement mortor 1:5 mix using 12mm thickness




SPECIFICATION REPORT TO FOR THE WORK OF Providing Cement Concrete Pavement inSiraparai West side at Manthisunai - Moolakadai Panchayat

Rs: 3,00,000 /=

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ESTIMATE AMOUNT


NAME OF PANCHAYAT Thummagundu


AS NO









5. Collection and supply of Sand Filling

6. Cement concrete 1:4:8 mix using 40mm ISS metal

7. Cement concrete 1:2:4 mix using 20mm ISS metal




SPECIFICATION REPORT TO FOR THE WORK OF Providing Cement Concrete Pavement withDrainage in Thummagundu School Street at Thummagundu Panchayat

Rs: 5,00,000 /=

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ESTIMATE AMOUNT


NAME OF PANCHAYAT Singarajapuram


AS NO









5. Plastering with cement mortor 1:5 mix using 12mm thickness




SPECIFICATION REPORT TO FOR THE WORK OF Providing Cement Concrete Pavement inSingarajapuram Raja House side at Manthisunai - Moolakadai Panchayat

Rs: 5,00,000 /=

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36.00 CUM 610

2 5.64


2525.00 CUM 14234

3 7.52


2924.50 CUM 21981

4 75.16

Supply and errection of Centering for sides andsoffits with M.S.Sheet and country Wood Propsincluding hire charges for materials and alllabour charges etc., complete

135.00 Sqm 10147

5 79.00


134.00 CUM 10586

6 79.00


2675.00 CUM 211325

ABSTRACT ESTIMATE


Year: 2012-2013 Tech. Sanction No:

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7 63.29



3662.40 CUM 231781

8 L.S Provision for Tar Bad L.S

9 L.S Photography Charges L.S

10 L.S Painting and lettering of Name Board L.S

11 L.S Contigencies & other unforeseen charges L.S -664

TOTAL 500000

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1

Community Hall St Side Wall R/S 1 x 1 37.60 0.30 0.30 3.38

Community Hall St Side Wall L/S 1 x 1 27.10 0.30 0.30 2.44



Near Dhomotharan House St R/S 1 x 1 26.50 0.30 0.30 2.39

Near Dhomotharan House St L/S 1 x 1 37.40 0.30 0.30 3.37

Near Anganwadi R/S 1 x 1 7.80 0.30 0.30 0.70

Near Anganwadi L/S 1 x 1 7.00 0.30 0.30 0.63



2










Total Quantity 5.64

DETAILED ESTIMATEName of Work: Providing Cement Concrete Pavement with Drainage in Thummagundu School Street at

Thummagundu Panchayat


Year: 2012-2013

Nos.

Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2min hard gravelly soil as per SS 20B for foundation

Cement concrete 1:5:10 mix using 40mm ISS metal fincluding cost and conveyance ofall materials to site and all labour charges for mixing laying and curing etc., completedfor foundation.

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Nos.

3










Total Quantity 7.52

4

Community Hall St Side Wall R/S 1 x 2 37.60 0.20 15.04

Community Hall St Side Wall L/S 1 x 2 27.10 0.20 10.84

Community Hall St Side Wall L/S 1 x 2 30.10 0.20 12.04

Community Hall St Side Wall R/S 1 x 2 5.90 0.20 2.36

Near Dhomotharan House St R/S 1 x 2 26.50 0.20 10.60

Near Dhomotharan House St L/S 1 x 2 37.40 0.20 14.96

Near Anganwadi R/S 1 x 2 7.80 0.20 3.12

Near Anganwadi L/S 1 x 2 7.00 0.20 2.80

Near Anganwadi L/S 1 x 2 8.50 0.20 3.40


Cement concrete 1:3:6 mix using 40mm ISS metal fincluding cost and conveyance of allmaterials to site and all labour charges for mixing laying and curing etc., completed forfoundation.

Supply and errection of Centering for sides and soffits with M.S.Sheet and country WoodProps including hire charges for materials and all labour charges etc., complete

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Nos.

5

Near Coummunity Hall 1 x 1 10.50 (8.80+8.10)/2 0.10 8.87

" 1 x 1 10.00 (8.20+7.90)/2 0.10 8.05

" 1 x 1 17.10 (7.90+6.50)/2 0.10 12.31

" 1 x 1 5.60 (5.30+5.40)/2 0.10 3.00

" 1 x 1 12.50 (9.20+8.60)/2 0.10 11.13

" 1 x 1 3.40 (8.60+7.90)/2 0.10 2.81

" 1 x 1 6.50 (7.10+6.00)/2 0.10 4.26

" 1 x 1 5.90 (6.00+4.90)/2 0.10 3.22

D/F Side wall R/S -1 x 1 37.60 0.20 0.10 -0.75

D/F Side wall L/S -1 x 1 27.10 0.20 0.10 -0.54

D/F Side wall L/S -1 x 1 30.10 0.20 0.10 -0.60

D/F Side wall R/S -1 x 1 5.90 0.20 0.10 -0.12

Community Hall Step -1 x 1 2.40 0.90 0.10 -0.22

Hand Pump -1 x 3.14 1.00 1.00 0.10 -0.31

Hand Pump -1 x 1 0.60 0.60 0.10 -0.04

Hand Pump -1 x 1 2.00 0.40 0.10 -0.08

Near Dhomotharan House 1 x 1 10.00 (4.80+4.70)/2 0.10 4.75

" 1 x 1 16.50 (4.70+4.60)/2 0.10 7.67

" 1 x 1 10.90 (4.60+4.70)/2 0.10 5.07

D/F Side wall R/S -1 x 1 26.50 0.20 0.10 -0.53

D/F Side wall L/S -1 x 1 37.40 0.20 0.10 -0.75

D/F Step -1 x 1 1.50 0.90 0.10 -0.14

Near Anganwadi 1 x 1 3.30 (7.80+7.60)/2 0.10 2.54

" 1 x 1 7.90 (8.50+8.70)/2 0.10 6.79

" 1 x 1 7.00 (9.10+8.50)/2 0.10 6.16

D/F Side wall R/S -1 x 1 7.80 0.20 0.10 -0.16

D/F Side wall L/S -1 x 1 7.00 0.20 0.10 -0.14

Collection and supply of Sand Filling with in one K.M. lead including cost andconveyance and stecking at road side to deptl gauge for taking precentand filling to thestandard specification etc. complete

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Nos.

D/F Side wall L/S -1 x 1 8.50 0.20 0.10 -0.17

D/F Kitchen Step -1 x 1 1.50 0.35 0.10 -0.05

D/F Main Step -1 x 1 1.20 0.45 0.10 -0.05

D/F Toilet Step -1 x 1 1.10 0.50 0.10 -0.06

D/F Bore well -1 x 1 0.60 0.75 0.10 -0.05

D/F Hand pump -1 x 3.14 0.85 0.85 0.10 -0.23

D/F Core wall -1 x 1 15.30 0.30 0.10 -0.46


6


" 1 x 1 10.00 (8.20+7.90)/2 0.10 8.05

" 1 x 1 17.10 (7.90+6.50)/2 0.10 12.31

" 1 x 1 5.60 (5.30+5.40)/2 0.10 3.00

" 1 x 1 12.50 (9.20+8.60)/2 0.10 11.13

" 1 x 1 3.40 (8.60+7.90)/2 0.10 2.81

" 1 x 1 6.50 (7.10+6.00)/2 0.10 4.26

" 1 x 1 5.90 (6.00+4.90)/2 0.10 3.22

D/F Side wall R/S -1 x 1 37.60 0.2 0.10 -0.75

D/F Side wall L/S -1 x 1 27.10 0.2 0.10 -0.54

D/F Side wall L/S -1 x 1 30.10 0.2 0.10 -0.60

D/F Side wall R/S -1 x 1 5.90 0.2 0.10 -0.12


Hand Pump -1 x 3.14 1.00 1 0.10 -0.31

Hand Pump -1 x 1 0.60 0.6 0.10 -0.04

Hand Pump -1 x 1 2.00 0.4 0.10 -0.08


" 1 x 1 16.50 (4.70+4.60)/2 0.10 7.67

" 1 x 1 10.90 (4.60+4.70)/2 0.10 5.07

Cement concrete 1:4:8 mix using 40mm ISS metal fincluding cost and conveyance of allmaterials to site and all labour charges for mixing laying and curing etc., completed forfoundation.

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Nos.

D/F Side wall R/S -1 x 1 26.50 0.2 0.10 -0.53

D/F Side wall L/S -1 x 1 37.40 0.2 0.10 -0.75

D/F Step -1 x 1 1.50 0.9 0.10 -0.14

Near Anganwadi 1 x 1 3.30 (7.80+7.60)/2 0.10 2.54

" 1 x 1 7.90 (8.50+8.70)/2 0.10 6.79

" 1 x 1 7.00 (9.10+8.50)/2 0.10 6.16

D/F Side wall R/S -1 x 1 7.80 0.2 0.10 -0.16

D/F Side wall L/S -1 x 1 7.00 0.2 0.10 -0.14

D/F Side wall L/S -1 x 1 8.50 0.2 0.10 -0.17

D/F Kitchen Step -1 x 1 1.50 0.35 0.10 -0.05

D/F Main Step -1 x 1 1.20 0.45 0.10 -0.05

D/F Toilet Step -1 x 1 1.10 0.5 0.10 -0.06

D/F Bore well -1 x 1 0.60 0.75 0.10 -0.05

D/F Hand pump -1 x 3.14 0.85 0.85 0.10 -0.23

D/F Core wall -1 x 1 15.30 0.3 0.10 -0.46


7


" 1 x 1 10.00 (8.20+7.90)/2 0.075 6.04

" 1 x 1 17.10 (7.90+6.50)/2 0.075 9.23

" 1 x 1 5.60 (5.30+5.40)/2 0.075 2.25

" 1 x 1 12.50 (9.20+8.60)/2 0.075 8.34

" 1 x 1 3.40 (8.60+7.90)/2 0.075 2.10" 1 x 1 6.50 (7.10+6.00)/2 0.075 3.19

" 1 x 1 5.90 (6.00+4.90)/2 0.075 2.41


Hand Pump -1 x 3.14 1.00 1.00 0.075 -0.24

Hand Pump -1 x 1 0.60 0.60 0.075 -0.03

Cement concrete 1:2:4 mix using 20mm ISS metal fincluding cost and conveyance of all

materials to site and all labour charges for mixing laying and curing etc., completed forfoundation.

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Nos.

Hand Pump -1 x 1 2.00 0.40 0.075 -0.06

Drain -1 x 1 37.60 0.15 0.075 -0.42


" 1 x 1 16.50 (4.70+4.60)/2 0.075 5.75

" 1 x 1 10.90 (4.60+4.70)/2 0.075 3.80

D/F Step -1 x 1 1.50 0.90 0.075 -0.10

Near Anganwadi 1 x 1 3.30 (7.80+7.60)/2 0.075 1.91

" 1 x 1 7.90 (8.50+8.70)/2 0.075 5.10

" 1 x 1 7.00 (9.10+8.50)/2 0.075 4.62

D/F Kitchen Step -1 x 1 1.50 0.35 0.075 -0.04

D/F Main Step -1 x 1 1.20 0.45 0.075 -0.04

D/F Toilet Step -1 x 1 1.10 0.50 0.075 -0.04

D/F Bore well -1 x 1 0.60 0.75 0.075 -0.03

D/F Hand pump -1 x 3.14 0.85 0.85 0.075 -0.17

D/F Core wall -1 x 1 15.30 0.30 0.075 -0.34



9 Painting and lettering of Name Board LS

10Contigencies & other unforeseencharges LS

Case Way

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