CONSTRUCTION OF SHED AT AMBEKAR HALL AT MAHEMDAVAD NAGARPALIKA MAHEMDAVAD.

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12 SCHEDULE – B

Mahemdavad Nagar Palika

Name of work : CONSTRUCTION OF SHED AT AMBEKAR HALL AT MAHEMDAVAD NAGARPALIKA

CONSTRUCTION OF SHED AT AMBEKAR HALL AT MAHEMDAVAD

NAGARPALIKA MAHEMDAVAD.

Chief Officer Administrator

Stamp With Signature Of

Mahemdavad NagarPalika Mahemdabad Nagarpalika

Mahemdavad Mahemdabad

Sr.no Description Quantity Unit Amount

Excavation for foundation upto

1.5 m depth including sorting

out and stacking of useful

materials and disposing off the

excavated stuff upto 50 Meter

lead.(A) Loose or soft soil

Excavation for foundation for

depth from 1.5 m to 3.0 m

including sorting out and

2 stacking of useful materials 6.56 Cum

and disposing off the excavated

stuff upto 50 Meter lead.(A)

Loose or soft soil

Providing and laying cement

concrete 1:3:6 (1 cement :3

coarse sand: 6 hand broken

stone aggregates 40 mm

nominal size) and curing

complete excluding the cost of

formwork in foundation and

plinth( more than 10 ton)

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Providing and laying controlled

cement concrete M.250 and

curing complete including the

cost of formwork but exluding

4 reinforcement for reinforced 4.76 Cum

concrete work in (A)

Foundations, footings, Base of

columns and Mass concrete.

Providing and laying controlled

cement concrete M.250 and

curing complete Including the

5 cost of formwork but Excluding 4.61 Cum

reinforcement for reinforced

concrete work in (D) Columns,

Pillars posts and struts, upto

floor two level.

Providing and laying controlled

cement concrete M.250 and

curing complete Including the

6 cost of formwork but excluding 10.08 Cum

reinforcement for reinforced

concrete work in © Ground

Filling with available excavated

earth (excluding rock) in

trenches, plinth, sides of

foundations etc. in layers not

exceeding 20 cm, in depth

consolidating each disposited

layer by ramming and

Brick work using common

burnt clay building bricks

having crushing strength not

8 less than 35 kg./Sq.Cm. in 7.45 Cum

foundation and plinth in

Cement Mortar 1:6 (1- Cement

: 6 -fine sand)(B)Conventional

Filling in foundation and plinth

with murrum or selected soil in

layers of 20cm. thickness

including watering, ramming

and consolidating etc.

Providing and Laying ordinary

cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4-

graded stone aggregates 20 mm

nominal size) and finishing

smooth with curing etc.

complete including the cost of

formwork but excluding the

cost of reinforsement for R.C.C

work in (ii) Slabs having more

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than 8 cm and upto

Providing TMT Bar FE 500D

reinforcement for R.C.C. work

11 including bending, binding and 3,463.62 Kg

placing in position complete

upto floor two level

Carring out plinth treatment to

post construction / existing

structure by spraying chemical

solution for termite control

treatment including labour and

material consistment with I.S.I

specification. Using Chlordene

and Chiorpurfiles 20 EC. As

Per 6131_paret-II

Consentration Weight one

percent is recommended i.e one

litre 20 EC chemical emulsion

with 19 liter give 1 %

concrentration inclusive of one

litre chemical emulsion

appication at the rate of 5 Litre

chemical / Sqm of surface is

recommended as per I.S

Steel work, welded in built up

sections framed work including

cutting,hoisting, fixing in

position and applying a

priming coat of red lead paint.

(D) In trussses and trussed

purlins, upto 25 M. span and

15 M. ovarall height.

Providing corrugated G.I. sheet

of class-3 roofing fixed with

glavanished iron J or L Hooks,

Bolts and nuts 8mm diameter

with bitumen and G.I. limpet

washer or G.I. limpet washer.

filled with white lead complete

excluding the cost of purlins,

Rafters and Trusses.(1)

mm thick sheet.

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Providing and fixing of Corner

Angle for Various Flashing in

100mm x 100mm size in Equal

Shape with 5mm edge lipping

on both side . The Angle

Flashing shall be made out of

0.5 mm thick pre coated GI

sheet with edge bending of

approximate 5mm. The

Precoated sheet shall be of

minimum 240 mpa steel grade

confirming to IS 14246:1995

and shall have zinc coating of

minimum 120 gsm as per

IS:277:1992 , 5-7 microns

epoxy primer on both side of

the sheet and polyester top coat

15-18 micron. The PPGI Sheet

shall have plastic protective

guard film of minimum

microns to avoid scratches

during transportation. The U

track shall be fixed with

suitable POP rivet with wall

and roof panels with minimum

spacing of 450 mm c/c.

Total Estimated Cost

I/We am/ are willing to carry out to work @ _____________ % Above /Below ____________

Percentage (Should be written in Figures and Words) of the Estimated rates mentioned above

amount of my/ our Tender work out as under.

Estimated Amount Estimated Amount

Put On Tender Rs. 10,95,303.00 Put On Tender Rs.

Add % Rs Deduct % Rs.

Total Rs. Total Rs.

(In Words (In Words

Chief Officer Municipal Engineer

Mahemdavad NagarPalika Mahemdabad Nagarpalika

Stamp With Signature Of Mahemdavad Mahemdabad

Mahemdavad Nagar Palika Page