Construction of Compound Wall at Viramgam Aganvadi No, 14,3,6,8 and Bhojava Aganvadi 1,2 at Viramgam Nagarpalika (10th Attempt)

NAME OF WORK: -

Construction of Compound Wall at Viramgam Aganvadi No, 14,3,6,8 and Bhojava Aganvadi

1,2 at Viramgam Nagarpalika (7th Attempt)

RECAPITULATION SHEET

Name Of Work Amount

Construction of Compound Wall at 14,3,6,8 Ni Compound

1 Wall at Viramgam Nagarpalika, Viramgam.

Construction of Compound Wall at Aganvadi -1 (Bhojva) &

2 Aganvadi -2 (Bhojva) at Viramgam nagarpalika, Viramgam.

Estimated amount Estimated amount

Put to tender Rs……………………… Put to tender Rs………

Deduct .............% below Rs………… Add............% above Rs

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of

Division or as directed.

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Note : 2 All the columns is Schedule should be filled in ink and the total of the entries in the last column

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Note : 4 ToJU[be

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The Chief Officer

Viramgam Nagarpalika

Name of Work :Construction of Compound Wall at 14,3,6,8 Ni Compound Wall at

Viramgam Nagarpalika, Viramgam.

Memorandum showing items works to be carried out :

Item QuantitiesEs Item Of Work Tendered Unit Total Amount

Item QuantitiesEs Item Of Work Tendered Unit Total Amount

No. timated Qty. Rate according to

In Figure estimated

Construction of Compound Wall at 14,3,6,8 Ni Compound Wall at Viramgam Nagarpalika,

Excavation for foundation in sand, gravel, clay soft

soils and murrum etc. including shoring, strutting

1 56.00 dewatering as necessary and disposing of the 486.77 Cu.Mt

excavated stuff as directed.(A) Depth upto 3.0 M.

and lead upto 100m for 10 Cum

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

not exceeding 20 cm. in depth consolidation each

deposited layer by ramming and watering.

Providing and laying controlled cement concrete

1:3:6 (1 Cement :3 Coarsed Sand :6 B.T. Stone

Aggregates 40mm nominal Size) and curing

complete including the cost of form work and

but excluding cost of reinforcement for reinforced

concrete work in : (a) Foundations, footings Bases of

columns and the like and Mass concrete.

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm.

in foundation and plinth in Cement Mortar 1:6 (1-

4 53.00 Cement : 6 -fine sand) for brick work in 4295.99 Cu.Mt

superstructure above plinth level upto floor two

level (B) Conventional=3981.21+272.25=4253.46

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- Coarse sand : 6- crushed stone

5 5.00 aggregates 20 mm nominal size) and curing complete 4046.21 Cu.Mt

including cost of formwork in (A) Wall Caps / Coping

Providing TMT Bar FE 500 reinforcement for

R.C.C. work including bending, binding and placing

in position complete upto floor two level (more

20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick finishing coat

of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free rom

mortar droppings and other foreign matter and

sand papered smooth.

Providing and fixing M.S. grills of required pattern

to wooden frames of windows etc. with M.S. flats

at required spacings and frame alround, square or

round bars with round headed bolts and nuts or

by screws. (B) ORNAMENTAL GRILL (upto 10 ton)

Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel

paint, brushing, interior to give an even shade

including cleaning the surface an even shade

including cleanicn the surface of all dirt, dust and

other foreign matter.

Estimated amount Estimated amount

Put to tender Rs …432232.00 Put to tender Rs…432232.00

Deduct .............% below Rs………… Add............% above Rs……………

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as

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Note : 2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by

the contractor under this signature.

GM\W o Z VG];}lRDF\ AWF BFGFGL lJUTM ;CLYL EZJL VG[ K[<,F BFGFGL GM\WMGM ;ZJF/M SZL SMg8=FS8Z[ 5MTFGL ;CL SZJLP

Note : 3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good

for work under all conditions, site, moisture, weather etc.

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Note : 4 To be continued on additional sheets, if found necessary.

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Name of Work :Construction of Compound Wall at Aganvadi -1 (Bhojva) & Aganvadi -2

(Bhojva) at Viramgam nagarpalika, Viramgam.

Memorandum showing items works to be carried out :

Item QuantitiesEs Item Of Work Tendered Unit Total Amount

Item QuantitiesEs Item Of Work Tendered Unit Total Amount

No. timated Qty. Rate according to

In Figure estimated

A Construction of Compound Wall at Aganvadi -1 (Bhojva) at Viramgam nagarpalika, Viramgam.

Excavation for foundation in sand, gravel, clay soft

soils and murrum etc. including shoring, strutting

1 16.00 dewatering as necessary and disposing of the 486.77 Cu.Mt

excavated stuff as directed.(A) Depth upto 3.0 M. and

lead upto 100m for 10 Cum

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidation each

deposited layer by ramming and watering.

Providing and laying controlled cement concrete 1:3:6

(1 Cement :3 Coarsed Sand :6 B.T. Stone Aggregates

40mm nominal Size) and curing complete including

the cost of form work and but excluding cost of

reinforcement for reinforced concrete work in : (a)

Foundations, footings Bases of columns and the like

and Mass concrete.

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm.

in foundation and plinth in Cement Mortar 1:6 (1-

Cement : 6 -fine sand) for brick work in superstructure

above plinth level upto floor two level (B)

Conventional=3981.21+272.25=4253.46

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- Coarse sand : 6- crushed stone aggregates

5 2.00 20 mm nominal size) and curing complete including 4046.21 Cu.Mt

cost of formwork in (A) Wall Caps / Coping (upto

Providing TMT Bar FE 500 reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level (more than

20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level

7 53.00 consisting of 12mm thick backing coat of C.M. 1:3 300.66 Sq.Mt

(1-cement : 3-sand) and 8mm thick finishing coat of

C.M. 1:1 (1-cement : 1-sand) etc. complete.

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free rom

mortar droppings and other foreign matter and

sand papered smooth.

Providing and fixing M.S. grills of required pattern

to wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or

round bars with round headed bolts and nuts or by

screws. (B) ORNAMENTAL GRILL (upto 10 ton)

Painting two coats (excluding priming coat) on new

steel and other metal surface with enamel paint,

brushing, interior to give an even shade including

cleaning the surface an even shade including

cleanicn the surface of all dirt, dust and other

foreign matter.

B Construction of Compound Wall at Aganvadi -2 (Bhojva) at Viramgam nagarpalika, Viramgam.

Excavation for foundation in sand, gravel, clay soft

soils and murrum etc. including shoring, strutting

1 12.00 dewatering as necessary and disposing of the 486.77 Cu.Mt

excavated stuff as directed.(A) Depth upto 3.0 M. and

lead upto 100m for 10 Cum

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidation each

deposited layer by ramming and watering.

Providing and laying controlled cement concrete 1:3:6

(1 Cement :3 Coarsed Sand :6 B.T. Stone Aggregates

40mm nominal Size) and curing complete including

the cost of form work and but excluding cost of

reinforcement for reinforced concrete work in : (a)

Foundations, footings Bases of columns and the like

and Mass concrete.

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm.

in foundation and plinth in Cement Mortar 1:6 (1-

Cement : 6 -fine sand) for brick work in superstructure

above plinth level upto floor two level (B)

Conventional=3981.21+272.25=4253.46

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- Coarse sand : 6- crushed stone aggregates

5 2.00 20 mm nominal size) and curing complete including 4046.21 Cu.Mt

cost of formwork in (A) Wall Caps / Coping (upto

Providing TMT Bar FE 500 reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level (more than

20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level

7 44.00 consisting of 12mm thick backing coat of C.M. 1:3 300.66 Sq.Mt

(1-cement : 3-sand) and 8mm thick finishing coat of

C.M. 1:1 (1-cement : 1-sand) etc. complete.

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free rom

mortar droppings and other foreign matter and

sand papered smooth.

Providing and fixing M.S. grills of required pattern

to wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or

round bars with round headed bolts and nuts or by

screws. (B) ORNAMENTAL GRILL (upto 10 ton)

Painting two coats (excluding priming coat) on new

steel and other metal surface with enamel paint,

brushing, interior to give an even shade including

cleaning the surface an even shade including

cleanicn the surface of all dirt, dust and other

foreign matter.

Estimated amount Estimated amount

Put to tender Rs …335076.00 Put to tender Rs…335076.00

Deduct .............% below Rs………… Add............% above Rs……………

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as

GM\Wv! AW]\ H SFD AF\WSFD lJEFUGL 5]l:TSF VG[ l0JLhGGL ALHL BF; lJUT D]HA VYJF ;}RGF 5|DF6[ SZL VF5JFG]\ ZC[X[P

Note : 2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by

the contractor under this signature.

GM\W o Z VG];}lRDF\ AWF BFGFGL lJUTM ;CLYL EZJL VG[ K[<,F BFGFGL GM\WMGM ;ZJF/M SZL SMg8=FS8Z[ 5MTFGL ;CL SZJLP

Note : 3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for

work under all conditions, site, moisture, weather etc.

GM\Wv# o 8F\S[,F NZDF\4 :Y/GL sSFDGF VFZ\E[ VG[ 5}~ YFI T[ JBT[fNZ[S ZLT[ ;FO;}OL SZJFGM\ ;DFJ[X YFI K[4 VG[ T[ NZ TDFD 5lZl:YlT4 :Y/4 E[H4 CJFDFG JU[Z[

C[9/ SFD VD,DF\ ZC[X[P

Note : 4 To be continued on additional sheets, if found necessary.

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