Construction of Mid Day Meal Kitchen Shed in Ashramshala at Village Vahutiya Ta. Ahwa Dist. Dangs.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Excavation for foundation upto 1.5 m depth 29.70 Cum. 125.86

including sorting out and stacking of useful

materials and disposing off the excavated

stuff upto 50 Meter lead.(A) Loose or soft soil

2 Filling available excavated earth (excluding 14.85 Cum. 137.48

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 or 50.26 Cum. 304.60

including watering ramming and consolidating

etc. complete

4 Providing and laying cement concrete 1:2:4 (1- 2.48 Cum. 3824.11

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 10 ton)

5 Providing and laying controlled cement 6.79 Cum. 4517.03

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 0.87 Cum. 9124.11

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 5.40 Cum. 6507.63

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 2.71 Cum. 4279.98

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 Providing and laying cement concrete 1:2:4 (1- 11.21 Cum. 3824.11

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 10 ton)

10 Providng TMT bars renforcement of FE 2448.35 kg 77.29

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

binding and placing in position complete for all

11 Providing and laying controlled cement 3.10 Cum. 9124.11

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)

12 Providing laying controlled cement concrete M 0.21 Cum. 10618.00

200 R.C.C lintel including finishing smooth

with,curing etc. complete including the cost of

formwork but excluding the cost of

reinforcement

13 Brick work using common burnt clay building 25.17 Cum. 4575.58

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 for

14 Steel work, welded in built up sections framed 19.70 Qui 6747.09

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.

15 Providing corrugated G.I. sheet of class-3 131.16 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.

16 Providing and laying Machine cut, Free edges, 9.72 Sqmt 2535.71

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 20 mm thick cement

mortar 1:6 (1 cement : 6 coarse sand) and

jointed with gray cement slurry including

rubbing and polishing etc. complete (As per

17 Providing and fixing flush door both sides 5.04 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 12823 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..

18 Providing and fixing window having extruded 5.76 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 40mm x

18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with

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

19 Providing 15mm thick cement plaster in single 144.61 Sqmt 239.93

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)

20 20 mm thick sand faced cement plaster with 109.35 Sqmt 365.96

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.

21 Providing and laying polished Kota stone slab 106.91 Sqmt 1019.40

flooring over 20mm (Average) thick base of

cement mortar 1:6 (1-cement : 6-coarse sand)

or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand)

laid over and jointed with grey cement slurry

mixed with pigment to match the shade of

slab including rubbing and polishing etc.

complete. (A) 25mm thick

22 Finishing wall with water proofing cement 109.35 Sqmt 122.14

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 emulsion 144.61 Sqmt 91.17

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.

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