esti. shed

1. Division

2. Sub-Division

3. Sanctioned Estimate No:

4. Fund Head:

5. Major Head:

6. Minor Head:

7. Serviceable Head:

8. Departmental Head:

Date :

Date:

Call or Authority:

Deputy Executive Engineer

R & B Sub Division,

Kapadwanj

Current Repairs

: R & B Sub Division, Kapadwanj.

: Kheda (R&B) Division, Nadiad

Estimate checked by:

Technically sanctioned under No.:

Administrative approval No.:

P.M.Parmar A.E.

V.N.JAM A.E.

E S T I M A T E

Estimated framed in the office of the Executive Engineer, R&B Division,

(Kheda) Nadiad by the Deputy Ex. Engineer R&B Sub-Division Kapadwanj for the

expenses that will be incurred in the

Amounting to Rs. 703238.00

Name of Work: Providing Canteen shed to P.N. Technical HighSchool at Kapadvanj

Estimate prepared by

Name of Work: Providing Canteen shed to P.N. Technical HighSchool at

Kapadvanj

Qty Unit

1 Provi

ding

A B S T R A C T S H E E T

Qty Unit

1 Provi

ding 260.00 Smt

Qty Unit

1 Provi

ding

Add for Q.C. 1%

Total

Total Rs.

Add for Contigency 1%

260.00 Smt

Qty Unit

1 Provi

ding Say Rs.

Name of Work: Providing Canteen shed to P.N. Technical HighSchool at

Kapadvanj

Item

3

A B S T R A C T S H E E T

Item

3

Item No.1 Providing & Fixing

parking shed with frame

structure having ( 16 G) 25 x

25 mm size M S hollow pipe

for internal support and equal

angle section of 75 x 75 mm x

6mm on supported on equal

angle section of 75 x 75mm x

6mm welded as per detailed

Item

3

R.A No.1

Add for Q.C. 1%

Total

Total Rs.

Add for Contigency 1%

Item

3

Deputy Executive Engineer

R & B Sub Division,

Kapadwanj

Say Rs.

Name of Work: Providing Canteen shed to P.N. Technical HighSchool at

Kapadvanj

SOR Rate

Incl. 1 %

Labour cess

Per

4 5

A B S T R A C T S H E E T

SOR Rate

Incl. 1 %

Labour cess

Per

4 5

2625.48

Smt

SOR Rate

Incl. 1 %

Labour cess

Per

4 5

26.25

2651.73

Add for Q.C. 1%

Total

Total Rs.

Add for Contigency 1%

Smt

SOR Rate

Incl. 1 %

Labour cess

Per

4 5

Executive Engineer

R & B Division,

Nadiad

Say Rs.

Name of Work: Providing Canteen shed to P.N. Technical HighSchool at

Kapadvanj

Amount

6

A B S T R A C T S H E E T

Amount

6

689449.15

Amount

6

689449.15

6894.49

6894.49

703238.13

689449.15

Amount

6

703238.00

Executive Engineer

R & B Division,

Nadiad

Name of Work: Providing Canteen shed to P.N. Technical HighSchool at

Kapadvanj

Deputy Executive Engineer

R & B Sub Division,

Kapadwanj

P & F 2.50 mm thick U.P.V.C. sheets roofing

Cost /Smt @ Rs 1000 - MR

The Rate for this Estimate is based on S.O.R. of 2012 - 13 of

(R & B) Division, Nadiad. And Non S.O.R. Items are supported with detailed Rate

Analysis.

GENERAL DESCRIPTION

P.N.Technical Highschool is main study centre of

kapadwanj Taluka for Technical students which is situated at Kapadwanj

Town.There are different types of building blocks working in P.N.Technical

highschool Campus like workshop building, theory building block,Suthari

building block,Administrative building block etc.

Now in Tech campus authority is starting polytech. college in

old building.But there is not any provision for canteen and other waitimg rooms,

so as per AICTE norms they require a two sheds for fullfill requirement of

polytech. college.

0

0

0

Deputy Executive Engineer

0

1000

0

0

0

Name of Work: Providing Canteen shed to P.N. Technical HighSchool at Kapadvanj

Providi

ng &

Nos. L B

Canteen Area 1 x 10.00 x 10.00

1 x 10.00 x 16.00

Total

Say

Item No.1 Providing & Fixing parking shed with frame structure having ( 16 G) 25 x 25 mm size M S hollow pipe for

internal support and equal angle section of 75 x 75 mm x 6mm on supported on equal angle section of 75 x 75mm x

6mm welded as per detailed drawing including 2.5mm th FRP sheet with necessary fixtures fastening welding and oil

painting to all M S structure work etc. complete as directed

MEASUREMENT SHEET

Name of Work: Providing Canteen shed to P.N. Technical HighSchool at Kapadvanj

Qty.

= 100.00

= 160.00

= 260.00

= 260.00

Item No.1 Providing & Fixing parking shed with frame structure having ( 16 G) 25 x 25 mm size M S hollow pipe for

internal support and equal angle section of 75 x 75 mm x 6mm on supported on equal angle section of 75 x 75mm x

6mm welded as per detailed drawing including 2.5mm th FRP sheet with necessary fixtures fastening welding and oil

painting to all M S structure work etc. complete as directed

MEASUREMENT SHEET

Providing & Fixing parking shed with frame structure having ( 16 G) 25 x 25 mm size M S hollow pipe for internal support and equal angle section of 75 x 75 mm x 6mm on supported on equal angle section of 75 x 75mm x 6mm welded as per detailed drawing including 2.50 mm thick U.P.V.C. sheets roofing with necessary fixtures fastening welding and oil painting to all M S structure work etc. complete as directed.

0

P & F 2.50 mm thick U.P.V.C. sheets roofing

Cost /Smt @ Rs 1000 - MR

Name of Work: Providing Canteen shed to P.N. Technical

HighSchool at Kapadvanj

Name of Work: Providing Canteen shed to P.N. Technical

HighSchool at Kapadvanj

It.No1

1

Calculation for Size…….

1.00 x 4.50 x 3.00 = 13.50 Sqm

No Description

1 Cost of Welded Steel Structure :-(SOR It No 37 / P - 3 )

M S Angle - 75 x 75 x 6 m (On bottom periphery of roof )

2.00 x (4.5 + 3) = 15.00 Rmt

M S Angle - 75 x 75 x 6 m (For vertical supports)

2.00 x 3.00 + 2.65 = 11.30 RmtWeight of M S Angle - 75 x 75 x 6mm

26.30 x 6.80 Kg/Rmt = 178.84 Kg 50.40 = 9013.54

=2 Cost of MS Square Pipe (16G) 25 x25 mm size:-

M S square pipe @ 0.60 cms C/C bothway

Hori 9.00 x 3.00 = 27.00 Rmt

verti 6.00 x 4.50 = 27.00 Rmt

Cost / Rmt @ …….. = 110.00 Per Rmt ( M R )

Cost of M S Square pipe 1.20 x 54.00 = 64.80 Kg 50.40 = 3265.92

3 P & F 2.50 mm thick U.P.V.C. sheets roofing

1.00 x 4.50 x 3.00 = 13.50 Sqm

Cost /Smt @ Rs 1000 - MR 13.50 Rmt 1000.00 = 13500.00

4 Cost for fitting fixtures fastening welding & erection for shed. :Jobwork @ Rs 500.00 per Smt- MR 13.50 Sqm 500.00 = 6750.00

5 Oil Painting to steel Structure = 0.5 x 13.5 Sqm 84 = 567

(It No 19.2 + 19.7 /P -56 }

6 Cost of Excavation for foundation …

(SOR It No 1.0.0 {A} / P -20 )4.00 x 0.35 x 0.35 x 0.60 0.29 Cmt 46.50 = 13.49

7 Cost of Cement concrete 1 :2:4….(SOR It No 5.3.13 / P -19 )

4.00 x 0.35 x 0.35 x 0.60 0.29 Cmt 3814.00 = 1106.06

8 Add 10 % contractor s profit :-

Sr No 1 & 2

9013.54 + 3265.92 x 0.10 = 1227.95

Total = = 35443.9Grand Total Per 13.50 Sqm = 35443.9

Cost Per Sqm = 2625.48

Providing & Fixing parking shed with frame structure having ( 16 G) 25 x 25 mm size M S hollow pipe for internal support and

equal angle section of 75 x 75 mm x 6mm on supported on equal angle section of 75 x 75mm x 6mm welded as per detailed

drawing including 2.50 mm thick U.P.V.C. sheets roofing with necessary fixtures fastening welding and oil painting to all M S

structure work etc. complete as directed.

Name of Work: Providing Canteen shed to P.N. Technical HighSchool at Kapadvanj

{1}

{2}

{3}

{4}

{5}

{6}

{7}

{8}

Providing & Fixing parking shed with frame structure having ( 16 G) 25 x 25 mm size M S hollow pipe for internal support and

equal angle section of 75 x 75 mm x 6mm on supported on equal angle section of 75 x 75mm x 6mm welded as per detailed

drawing including 2.50 mm thick U.P.V.C. sheets roofing with necessary fixtures fastening welding and oil painting to all M S

structure work etc. complete as directed.

Name of Work: Providing Canteen shed to P.N. Technical HighSchool at Kapadvanj