Construction of Compound wall at motera steel store sabarmati Ahmedabad.

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

1 211.00 Demolition including stacking 1057.85 Rupees One Cmt

of serviceable materilas Thousand

anddisposal of unserviceable Fifty Seven

materials with all lead and And Paise

lift. (i) R.C.C. work Eighty Five

2 142.00 Demolition of brick work & 117.08 Rupees One Cmt

stone masonry incl.. Stacking Hundred

of serviceable materials and Seventeen

disposal of unserviceable And Paise

materials and disposal of Eight Only

unserviceable materials with

all lead and lift (II) in Cement

3 967.00 Excavation for foundation 117.08 Rupees One Cmt

upto 1.50 mt depth including Hundred

sorting out and stacking of Seventeen

useful materials and And Paise

disposing the excavated stuff Eight Only

upto 50 mt lead

(A) Loose or soft soil

4 75.00 Excavation for foundation for 162.38 Rupees One Cmt

depth from1.5m to 3.0m Hundred

including sorting out and Sixty Two

stacking of useful materials And Paise

and disposing off the Thirty Eight

excavated stuff upto 50 Meter Only

lead.(B) Dense or Hard soil

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

5 603.00 Filling available excavated 130.39 Rupees One Cmt

Earth (Excluding Rock) in Hundred

trench plinth side of Thirty And

foundation . in layer not Paise Thirty

excluding 20 cm in depth Nine Only

consolidation each deposited

layer by ramming and

watering etc. complete.

6 792.00 Collecting Carting and 112.74 Rupees One Cmt

disposing of surplus earth, Hundred

debris etc. with all lead and Twelve And

7 110.00 Providing and laying 4106.56 Rupees Cmt

controlled cement concrete Four

M.150 for curing complete Thousand

including cost of formwork One

and excluding reinforcement Hundred Six

for reinforced concrete work And Paise

in (A) Foundations Fifty Six

8 176.00 Providing and Laying in 4335.73 Rupees Cmt

position Controlled Cement Four

Concrete M-250 and curing Thousand

etc. complete for Reinforced Three

Cement Concrete work Hundred

including the cost of Thirty Five

formwork and excluding the And Paise

cost of reinforcement in Seventy

Foundations, footings, Base of Three Only

columns and Mass concrete.

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

9 91.00 Providing and laying in 7345.73 Rupees Cmt

position controlled cement Seven

concrete M.250 grade for Thousand

conctere work in Column from Three

foundation to floor two level Hundred

including cost of form work Forty Five

but excluding reinforcement And Paise

for reinforced concrete Seventy

work.in (D) Columns, Pillars Three Only

posts and struts, upto floor

10 146.00 Providing and laying in 6059.90 Rupees Six Cmt

position controlled cement Thousand

concrete M.250 grade for Fifty Nine

conctere work in Beam And Paise

including cost of form work Ninety Only

but excluding reinforcement

for reinforced concrete

work.in (C) Beams for all floor

11 58.00 Providing and laying in 6225.43 Rupees Six Cmt

position Controlled Concrete Thousand

M-250 grade for reinforced Two

cement conctere work in Hundred

Lintel/coping upto floor two Twenty Five

level curing complete And Paise

including cost of form work Forty Three

but excluding reinforcement Only

for reinforced concrete

work.in coping/lintel/chajja

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

12 4.00 Providing and laying in 7255.91 Rupees Cmt

position controlled cement Seven

concrete M.250 grade for Thousand

conctere work in Slab Two

including cost of form work Hundred

but excluding the cost of Fifty Five

reinforcement for reinforced And Paise

concrete work in Slab for all Ninety One

13 31085.00 Providing Thermo 76.21 Rupees Kg

Mechanically Treated Bars Seventy Six

(TMT) Fe500D reinforcement And Paise

for RCC work including Twenty One

bending binding and placing Only

in position upto floor Two

14 73.00 Providing and Laying Brick 4021.02 Rupees Cmt

work using common Brunt Four

clay building bricks having Thousand

crushing strength not less Twenty One

than 35 Kg./Sq.cm. In And Paise

foundation and plinth in Two Only

cement mortar 1:6 (1cement :

(b) Conventional

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

15 481.00 Providing and Laying Brick 4295.99 Rupees Cmt

work using common Brunt Four

clay building bricks having Thousand

crushing strength not less Two

than 35 Kg./Sq.cm..in cement Hundred

mortar 1:6 (1cement : 6 fine Ninety Five

sand) in super structure And Paise

above plinth level at Ground Ninety Nine

(b) Conventional

16 5224.00 20 mm. Thick sand faced 300.66 Rupees Smt

GUTAKA FINISHED cement Three

plaster on walls upto All Hundred

height above ground level And Paise

consisting of 12 mm. Thick Sixty Six

backing coat of c.m. 1:3 (1 Only

cement : 3 sand) and 8 mm.

Thick finishing coat of c.m.

1:1 (1 cement : 1 sand)

including making groove

mm wide and 8 mm deep as

approved pattern etc.

complete as directed.

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

17 40.00 Providing 10 mm thick Mala 153.67 Rupees One Smt

cement plaster in single coat Hundred

on brick/concrete wall/ceiling Fifty Three

for interior plastering finished And Paise

even and smooth including Sixty Seven

scaffolding, curing and 1 cm x Only

1 cm grooves at junction of

structural members etc.

complete. In Cement mortar

1:3(1 cement : 3 fine sand)

for all floors.

18 92.00 Providing 20 mm thick double 272.48 Rupees Two Smt

coat Mala cement plaster on Hundred

interior brick/concrete work Seventy Two

for plastering comprising of And Paise

base coat of 12 mm thick Forty Eight

cement plaster in Cement Only

mortar 1 : 4 ( 1 cement :

coarse sand ) in rough

finishing and 8 mm thick top

coat of cement mortar 1 : 2 (

cement : 2 coarse sand )

finished with trovel including

scaffolding curing and 1 cm x

1 cm grooves at junction of

structural members etc.

complete for all floors.

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

19 131.00 Wall painting (three coats) 153.54 Rupees One Smt

with plastic emulsion paint of Hundred

approved brand and Fifty Three

manufacture on new wall And Paise

surface to give an even shade Fifty Four

including two coats of acrylic Only

lapy ( putty) & two coats of

primer of approved brand

including thoroughly

brushing the surface free from

mortar dropping and other

foreign matter and sand

papered smooth for all floors.

20 5224.00 Finishing wall with weather 133.62 Rupees One Smt

proof exterior Acrylic Hundred

emulsion paint approved by Thirty Three

Engineer in Charge on wall And Paise

surface in two coats & One Sixty Two

coat of primer of white cement Only

material to give an required

shade after thoroughly

brushing the surface to

remove all dirt, and remains

of loose powdered materials

etc. complete for all floor.

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

21 40.00 P&L 24"x24" vitrified 8mm 1189.88 Rupees One Smt

thick tile flooring over 20mm Thousand

(average) baseof One

cementmortar 1:6 ( 1 cement: Hundred

6 coarse sand) on new surface Eighty Nine

or fixing on existing flooring And Paise

by adhesive material Eighty Eight

including dismentaling of Only

existing flooring and jointed

with color cement slurry

including finisedwith flush

pointing & cleaning

thesurfaceetc. complete for

22 25.00 Providing and laying 18 mm 2947.48 Rupees Two Smt

thick polished Black or colour Thousand

Granite stone slab machine Nine

cut in single piece in sill and Hundred

jambs and riser and steps laid Forty Seven

on 10 mm thick cement And Paise

mortar 1 : 3 ( 1 cement : 3 Forty Eight

coarse sand ) laid over and Only

jointed with grey cement

slurry including rubbing and

polishing and half round

moulding etc. complete. with

aproved colour, shade and

size by Architect or Engineer

in charge for all floors.

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

23 6.00 Providing and laying cement 7031.22 Rupees Cmt

concrete flooring 1:2:4 (1- Seven

cement : 2-coarse sand : 4- Thousand

graded stone aggregate Thirty One

20mm nominal size)laid in And Paise

one layer and finished with a Twenty Two

floating coat of neat cement of Only

24 26.00 Providing and laying broken 747.29 Rupees Smt

china mosaic flooring for plain Seven

and curve surfaces.12 mm.to Hundred

20 mm.of broken pieces of Forty Seven

ceramic tiles,glazed tiles (one And Paise

or more colour as directed) to Twenty Nine

be laid over cement mortar Only

bedding of C.M.1:3 to plain or

slopes and to be tempered to

bring mortar cream up to

surface with using white

cement and colour pigment

including rounding of

junctions and extending them

up to 15 Cms.along the wall

and curing with bends,any

patterns or design as per

drawing and direction

including cleaning with water

and oxilic acid including

using water proofing material

at the rate of 1 Kg./bag of

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

25 5.00 Providing and fixing factory made single 6618.53 Rupees Six Smt

extruded "Maica or equivalent" Brand WPC

[Wood Polymer Composite] both side Thousand

Laminated 30mm single shutter door with Six Hundred

100x50mm frame of same material and

frame joints after applying PVC solvent

cement and screwed with full body threaded And Paise

star headed SS screws position with MS

hold fast fasteners of required dia and

length and shutter comprising of virgin Only

polymer of K value 58-60 [suspension

grade, Calcium Carbonate and Natural

Fibers [wood powder/rice husk/wheat

husk] and non toxic additives (maximum

toxicity index 12 for 100 gms] baving

density 600 kg/cum and screw withdrawal

strength of 1800N (face] & 900 N (edgel,

minimum compressive strength 50 N/mm,

modulus of elasticity 850 N/ism2 and

resistance to spread of flame of Class A

Category with property of being

termite/borer proof, water /moisture proof

and fire retardant, WPC shutter and frame

to be laminated with PVC lamination foil of

14 microns thick of approved shade pasted

with hot melt adhesive on both faces of door

shutter and fixing with stainless steel butt

hinges of required size with necessary full

body threaded star headed counter sunk

S.S. Screws, all as per specification of

manufacture and direction of engineer in-

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

26 7.00 Providing and fixing Two track Sliding 4009.60 Rupees Smt

window having extruded aluminum

Colour anodized section frame Two

sliding shutters of Top member of Jindal Thousand

or equivalent Section no:21675 @ wt.of Nine And

0.642 Kg/mt, Bottom member of Jindal

or equivalent Section no:20772 @ wt.of

0.642 Kg/mt, Vertical Inernal Lock Only

member of Jindal or equivalent Section

no:20550 @ Wt.0.693 Kg/mt, Vertical

side (Handle) member of Jindal or

equivalent Section no:21675 @ Wt.

Kg/mt and Outer Bottom members with

Gutters of Window frames of Jindal or

equivalent Section no:20878 @ wt.of

1.502 Kg/mt, Outer Top & side members

of Window frames of Jindal or equivalent

Section no:20877 @ wt.of 0.904 Kg/mt

with 5 mm thick transparent tinted float

glass and one sliding shutter with

mosquito net with standard extruded

colour anodized aluminum fittings and

fixtures, rubber gasket, air lock strip and

finishing joints with silicon sealant glass

fixing to frame as per details etc.

27 195.00 Providing & fixing M. S. grills 101.17 Rupees One Kg

of required pattern to either Hundred

frames or wall surface of One And

windows etc. with either M.S. Paise

flats or M.S. pipes at required Seventeen

spacing & frame around, Only

square or round bars with

round headed bolts & nuts or

by screws. (A) Plain grill.

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

28 7.00 Painting three coats (one coat 122.49 Rupees One Smt

of priming coat + two coats of Hundred

enamel paint) on new steel Twenty Two

and other metal surface with And Paise

enamel paint, brushing Forty Nine

interior to give an even shade Only

including cleaning the surface

of all dirt, dust and other

foreign matter.

29 60.00 Providing and fixing to wall 336.24 Rupees Rmt

ceiling and floor10.0 Three

Kg.F/Cm2 working pressure Hundred

poluthene pipes of the Thirty Six

following out side Dia. Low And Paise

densidy, complete with special Twenty Four

falnge compression type Only

fittings, wall clipsetc.

including making good the

wal lceiling and floor.(G)110

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

30 6240.00 Providing and fixing 85.95 Rupees Kg

Structural Steel of M.S. Eighty Five

Hollow Section pipe using of And Paise

fabrication work including Ninety Five

using Anchor, Fastner, Bolt Only

for support for using all types

of section, size, etc. Complete.

31 840.00 Providing & fixing stainless 135.90 Rupees One Sq.

steel block letters up to 12" Hundred inch

height size including radiam Thirty Five

character as per the details & And Paise

design given by Engineer-in- Ninety Only

charge inluding scaffolding

Rs.In Word:- Rupees One Crore Sixteen Lakh(s) Seventy Five Thousand Four

Hundred Sixty One And Paise Twelve Only

I / We am / willing to carry out the work at __________ above / below __________ percentage

(should be written in figures and words) above / below the estimated amount mentioned

above. Amount of my/our tender works out as under.

Estimated Amount put to Estimated Amount put to

Deduct _________ % Below. Add _________ % Above.

It Qty. Item of Work Estimated Rates. Unit Amount

more or In Figure In Words

Note - 1 The Contractor shall exhibit a board with detailed specification and details

of work as directed by the Engineer-In-Charge for which no extra payment

Note - 2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work

Note - 3 GST and Income tax TDS will be deducted at a source while making

payments of bills

Note - 4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has

been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there

is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of

input rate mentioned in all the tender.

Note - 5 Credit of dismental material amount Rs.53888.55 will be deducted from 1st

Dated Signature of Executive Engineer

the Contractor A,bad Store (R&B) Division