Construction of Milk House at Dhuda Village Deval Faliya Taluka. Ahwa, Dist.Dang.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Excavation for foundation upto 1.5 M depth 16.20 Cum. 125.86

including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 M lead (A) Loose or Soft Soil

2 Filling available excavated earth (excluding 12.10 Cum. 137.47

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 6.50 Cum. 304.60

including watering ramming and consolidating

etc. complete

4 Providing and laying cement concrete 1:2:4 1.10 Cum. 4112.90

(M-150) ( 1-cement: 2- Course sand: 4-

graded stone aggregates 20 m, nominal size )

and curing complate excluding cost of

reinforcement for reinforced concrete work in

(A) Foundations, footings bases of columns

and the like and Mass concrete

5 Providing and laying cement concrete 1:1:2 2.90 Cum. 4728.82

(M-250) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work in

Foundations, footings bases of columns and

the like and Mass concrete for Footing

6 Providing and laying cement concrete 1:1:2 0.50 Cum. 9151.62

(M-250) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work in

Foundations, footings bases of columns and

the like and Mass concrete for below plinth

7 Providing and laying cement concrete 1:1: 2 1.90 Cum. 6388.25

(M-250) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work

for Ground Beam.

8 Brick work using common burnt clay building 1.40 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 1.70 Cum. 4738.92

1:1.5:3 (M 200) and curing complete Including

the cost of formwork But Excluding the cost of

reinforcement for reinforced concrete work in

R.C.C. Plinth Slab.

10 Providng TMT bars renforcement of FE 500 / 1540.50 kg 77.29

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

binding and placing in position complete for

all floor.

11 Providing and laying cement concrete 1:1.5:3 1.10 Cum. 9268.77

(M 200) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work

for Column in Goround Floor

12 Providing and laying cement concrete 1:1.5:3 0.20 Cum. 9310.20

(M 200) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work

for Column in First Floor

13 Providing laying cement concrete 1:1.5:3 (M 1.90 Cum. 7096.26

200) and curing complete including the cost of

formwork but cost of form work but excluding

the cost of reinforcement of reinforced

concrete work in (C) Beams, Girders and

Cantileve for Ground Floor

14 Providing and laying cement concrete 1:1.5:3 0.30 Cum. 9653.57

(M 200) and curing complete including the

cost of form work and excluding the cost of

reinforcement for reinforced concrete work in

(c) Lintel in Ground Floor

15 Providing and laying cement concrete 1:1.5:3 0.30 Cum. 10326.23

(M 200) and curing complete including the

cost of form work and excluding the cost of

reinforcement for reinforced concrete work in

(c) Chajja in Ground Floor

16 Providing and laying cement concrete 1:1.5:3 2.60 Cum. 9189.99

(M 200) and curing complete including the

cost of form work but excluding cost of

reinforcement for reinforced concrete work for

Slab in Ground Floor

17 Brick work using hydraulically pressed 9.90 Cum. 4575.57

common burnt clay building 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 (

Cement: 6 fine sand) (B) Convention for G.F

18 Providing and laying Machine cut, Free 8.20 sqmt 2385.92

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 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 R.A.)

19 Providing and fixing 35 mm thick shutters for 3.20 sqmt 5533.68

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x

cm. size including black enamelled iron

oxidixed fixtures and fastenings including

primer coat of approved quality and two coats

of oil painting etc, complete. (ii) Fully

20 Providing and fixing window having extruded 5.40 sqmt 1583.95

aluminum Colour anodized section frame

main outer size 63.50 x 38.10 x 1.95 mm,@

Wt 1.094 Kg / Rmt, horizontal two track

member size 61.85 mm x 31.75 mm x

1.20mm @ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x 31.75mm x

mm @ wt.of 0.659 Kg/mt with sliding shutters

of horizontal member size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, vertical member

of size 40mm x 18mm x 1.29mm @ wt.of

0.456Kg/mt, @ Wt. 0.457 Kg/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

complete for window.

21 Providing 15mm thick cement plaster in single 53.40 sqmt 188.10

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) and

Extra add for finishing with a floating coat of

neat cement slurry with all lead and lift.

22 Providing 20 mm thick double coat mala 91.00 sqmt 271.90

cement plaster on brick / concrete work for

plastering comprising of base coat of 12 mm

thick cement plaster in cement mortar (1

Cement : 4 coarse sand) in rough finishing

and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with

trovel including scaffolding curing etc.

23 P & L 24" x 24" vitrified 8 mm thick tile flooring 18.00 sqmt 1195.34

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 DARK

24 Providing and laying Ceramic tiles 6mm thick 17.80 sqmt 1091.96

(vitrified 8 mm thick tile) in skrting risers of

steps and dedo on 10mm thick cement

plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry

25 Providing and laying Marbo Grenite tiles 6 to 2.00 sqmt 1195.02

8mm thick 24"X24" Skrting riser of steps and

dedoon on 10mm thick cement plaster 1:3 (1-

cement : 3-coarse sand) and jointed with

white cement slurry

26 Providing and fixing G.I. Rain water spout of 16.00 rmt 101.91

50mm dia. and 30cm. length.

27 Wall painting (two coats) with plastic emulsion 53.40 sqmt 85.35

paint of approved brand and manufacture 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.

28 Finishing wall with weather proof exterior 91.00 sqmt 122.14

emulsion paint on wall surface (two coats) to

give an required shape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete

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

*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.

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Ahwa Dang

Signature of the contractor