New Gujarat Pattern 2025-26 Construction of Canteen Shed for Sakhi mandal in Nizar Taluka Panchayat at village Nizar Ta. Nizar Dist.Tapi.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Excavation for foundation upto 1.5 m depth 11.31 Cum. 262.52

including sorting out and stacking of useful

materials and disposing off the excavated

stuff upto 50 Meter lead.(C) Hard Murrum

2 Filling available excavated earth (excluding 5.66 Cum. 133.66

rock in trenches plinth, slides of foundations

etc. in layers not exceeding 20 cm in depth

consolidating each deposited layer by

ramming and watering)

3 Filling in foundation and plinth with murrum 35.57 Cum. 296.30

including watering ramming and

consolidating etc. complete

4 Providing and laying cement concrete 1:2:4 14.25 Cum. 3786.47

(1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and

curing complete excluding cost of formwork

in (A) Foundation and Plinth (more than

5 Providing and laying controlled cement 2.09 Cum. 4738.72

concrete M.200 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete work in

(A) Foundations, footings, Base of columns

and Mass concrete. (more than 10 ton)

6 Providing and laying controlled cement 0.45 Cum. 8871.33

concrete M-200 and curing complete

including the cost of form work but excluding

cost of reinforcement for reinforced

concrete work for Column upto plinth level.

7 Providing and laying controlled cement 3.15 Cum. 6375.70

concrete M.200 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete work in

(D) Columns, Pillars posts and struts, upto

floor two level. (more than 10 ton

8 Brick work using common burnt clay building 1.05 Cum. 4121.55

brick having crushing strength not less than

35 kg/sq. cm. in foundation and plinth in

cement mortar 1:6 ( 1 Cement: 6 fine sand)

(B) Convention

9 Providng TMT bars renforcement of FE 1441.97 kg 77.29

500/500D for R.C.C. work including bending

binding and placing in position complete for

all floor.

10 Providing and laying controlled cement 1.62 Cum. 8871.33

concrete M.200 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete work in

(D) Columns, Pillars posts and struts, upto

floor two level. (more than 10 ton)

11 Providing laying controlled cement concrete 0.30 Cum. 9510.73

M 200 R.C.C lintel including finishing smooth

with,curing etc. complete including the cost

of formwork but excluding the cost of

reinforcement

12 Brick work using common burnt clay building 23.09 Cum. 4403.40

brick having crushing strength not less than

35 kg/sq. cm. in super structure above plinth

level up to floor two level in cement mortar

1:6 ( 1 Cement: 6 fine sand) (B) Convention

13 Steel work, welded in built up sections 23.20 Qui 6747.09

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

14 Providing corrugated G.I. sheet of class-3 172.91 Sqmt 734.19

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) 0.80 mm thick sheet.

15 Providing and laying Machine cut, Free 12.66 Sqmt 2506.93

edges, Machine polished Granite stone

slab 18 mm thick Single Piece For doors

and Windows Cill and Jambs Cladding as

per design including Full moulded Round

front edge and 1 cm nosing and laid on

mm thick cement mortar 1:6 (1 cement :

coarse sand) and jointed with gray cement

slurry including rubbing and polishing etc.

complete (As per R.A.)

16 Providing and fixing flush door both sides 3.78 Sqmt 4501.57

laminated andshutter fabricated from 35 mm

thick solid core malemine faced three

layered pre laminated flat pressed wood

based exterior grade bonded BWP/BWR

synthetic resin having stamped IS

grade I type II including three coats of

lacquer polishing to exposed wooden

surfaces and Stainless steel decorative type

designs fixtures / fastening 2Nos. Handles,

2Nos. Aldropes, towerbolt etc. as per

architectural detailed drawing and as

directed by engineer in charge..

17 Providing and fixing window having extruded 10.92 Sqmt 1591.88

aluminum Colour anodized section frame

main outer size 95mm x 24mm x 1.17mm @

wt.of 0.738 Kg/mt , horizontal Three track

member size 92mm x 31.75mm x 1.30mm,@

Wt.1.07 Kg/mt , vertical member of size

Kg/mt with sliding shutters of horizontal

member size 40 mmx18mm x1.29mm @

wt.of 0.456 Kg/mt, vertical member of size

0.456Kg/mt/ with 5 mm thick transparent

bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to

frame as per details etc

18 Providing 15mm thick cement plaster in 131.60 Sqmt 222.25

single coat on Rough (Similar)side of single

or half brick walls for interior plastering upto

floor two level and finished even and smooth

in (ii) Cement mortar 1:4 (1-cement :4-sand)

19 20 mm thick sand faced cement plaster with 88.16 Sqmt 337.53

on wall upto all height above ground level

consisting 12 mm thick backing coat of c.m.

1:3 (1 cement : 3 sand ) and 8 mm thick

finishing coat of cm 1:1 (1 cement : 1 sand)

etc. complete.all height etc. complete.

20 P & L 24" x 24" vitrified 8 mm thick tile 126.03 Sqmt 1432.78

flooring over 20 mm (average) base of

cement mortar 1:6 ( 1 cement: 6 coarse

sand) on new surface or fixing on existing

flooring by adhesive material including

dismentaling of existing flooring and jointed

with color cement slurry including finised with

flush pointing & cleaning the surface etc.

complete for light shade (more than 10 ton)

21 Providing Green Marble for Stair Toppa & 21.03 Sqmt 2518.94

Riser storage cabat partion,self complate

with material like cement,marble,camical etc

complate including all Labour work complate

as per drawing and direction by Site Engineer

22 Finishing wall with water proofing cement 88.16 Sqmt 117.41

paint of on wall surface ( Two coats) to give

an approved brand manufacture and of

requred shape even shade after throughtly

brushing of loose powered materials.

23 Wall painting (two coats) with plastic 131.60 Sqmt 127.52

emulsion paint of approved brand and

manufacture with on undecorated wall

surface to give an even shade including

throughly brushing the surface free from

mortar droppings and other foreign matter

and sand papered smooth along ceilings and

sloping roofs.

24 Providing & laying and jointing in true line 8.00 rmt 72.65

and level 15 mm dia UPVC pipe (SCH-40)

line including fitting make or equivalent as

approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at

every two mtr center to center or shall be

conseled as direct including necessesary

fitting etc including testing of pipe and jointes

and fixin the sam with adhesive solvent

including cost of matarial (A) 15 mm OD pipe

25 Providing & Fixing stainless steel Kitchen 1.00 Nos. 2689.87

sink Glossy ASIS 304 Grade and 1 mm thick

with with over all size 510mm X 432mm X

330mm deep having bowl size 445 mm X

368mm X 190mm with all fitting C I Or M.S

Brackets painted white or fixing on stone

base including cutting holes and making

good the same brass waste and M I fisher

union fitting including all necessary fitting etc

complete as per instruction of Enginer in

charge & approved make.

26 Providing and fixing screw down bib taps of 2.00 Nos. 186.83

following size.(B) Brass chromium plated

screws down Bib Tap. (i) 15mm dia

27 providing and fixing cast iron(spun) nanhi 2.00 Nos. 635.91

trap of the following nominal dia of self

cleaning design with C L screwed down of

hinged grating including cost of cutting and

making good the walls floos 100 mm inlet

and 50 mm out let etc complete

28 Providing and fixing S.W. gully trap with C.I. 1.00 Nos. 1246.92

grating brick masonry chamber and water

tight C.I. cover with frame of 300mm x

300mm size (inside) with standard weight.(i)

Square mouth traps.(B) 150mm x 100mm

size P or R type

29 providing and fixing cast iron spigot and 3.00 rmt 741.01

socket soil waste and ventilating pipe of the

following nominal size 75 mm dia.

30 Demolition of Existing Structure including 1.00 Nos. 10100.00

stacking of serviceable materilas and

disposal of unserviceable materials with all

lead and lift.

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should

Be written in figures and words) of the estimated rate mentioned above Amount of my / our

tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

Net Rs. …………………….… Total Rs. ………….……...

In words ………………….……………………………. In words ………………….…………………

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works

directed by the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

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 the reisa 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division