Construction of Smashanbhumi shed at Village pipalpada 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 7.13 Cum. 275.33

including sorting out and stacking of useful

materials and disposing off the excavated

stuff upto 50 Meter lead.(B) Dense or Hard

2 Filling available excavated earth (excluding 3.57 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 15.86 Cum. 304.60

including watering ramming and consolidating

etc. complete

4 Providing and laying cement concrete 1:2:4 6.72 Cum. 3824.11

(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 10 ton)

5 Providing and laying controlled cement 1.40 Cum. 4807.71

concrete M.200 and curing complete the cost

of formwork but excluding 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 0.29 Cum. 9124.10

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 2.05 Cum. 6507.63

concrete M.200 and curing complete the cost

of formwork but excluding 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 0.68 Cum. 4279.99

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 500 / 730.06 kg 77.29

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

binding and placing in position complete for

all floor.

10 Providing and laying controlled cement 0.32 Cum. 9124.13

concrete M.200 and curing complete the cost

of formwork but excluding reinforcement for

reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level.

(more than 10 ton)

11 Brick work using common burnt clay building 6.04 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

12 Steel work, welded in built up sections 13.50 Qui 9108.49

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.

13 Providing corrugated G.I. sheet of class-3 82.03 Cum. 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.

14 Providing 15mm thick cement plaster in 26.60 sqmt 239.93

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)

15 20 mm thick sand faced cement plaster with 37.86 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

16 Providing and laying polished Kota stone 57.27 sqmt 1019.40

slab 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

17 Finishing wall with water proofing cement 37.86 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.

18 Wall painting (two coats) with plastic 26.60 sqmt 91.17

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

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