15ma Nanapanch 2020-21 to 2024-25 Const.of Prathana shed in Halpati Vaas Navi Primary School at Village Kamalchhod Ta. Valod Dist.Tapi.

Name of Work:- 15ma Nana PanchConst.of Prathana shed in Halpati Vaas Navi Primary School at

Village Kamalchhod Ta. Valod Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth 6.84 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 rock 3.42 Cum. 133.66

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

3 Filling in foundation and plinth with murrum or 10.87 Cum. 296.30

selected soil in layers of 20cm thickness including

watering ramming and consolidating etc.

4 Providing and laying cement concrete 1:2:4 (1- 5.32 Cum. 3786.47

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 concrete 1.40 Cum. 4737.21

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

6 Providing and laying controlled cement concrete 0.44 Cum. 8871.34

M-200 and curing complete including the cost of

form work but excluding cost of reinforcement

for reinforced concrete work for Column upto

7 Providing and laying controlled cement concrete 1.66 Cum. 6375.70

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 1.64 Cum. 4121.55

brick having crushing strength not less than

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

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

9 Providng TMT bars renforcement of FE 500/500D 641.88 kg 77.29

for R.C.C. work including bending binding and

placing in position complete for all floor.

10 Brick work using common burnt clay building 2.57 Cum. 4403.40

brick having crushing strength not less than

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

11 Providing 15mm thick cement plaster in single 11.40 Sqmt 222.25

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)

12 20 mm thick sand faced cement plaster with on 23.40 Sqmt 337.53

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.

13 P & L 24" x 24" vitrified 8 mm thick tile flooring 43.95 Sqmt 1432.78

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 antiskit.

14 Steel work, welded in built up sections framed 23.40 Qui 9951.07

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 roofing 157.67 Sqmt 734.19

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 Green Marble for Stair Toppa & Riser 14.10 Sqmt 2518.94

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

17 Finishing wall with water proofing cement paint of 11.40 Sqmt 117.41

on wall surface ( Two coats) to give an approved

brand manufacture and of requred shape even

shade after throughtly brushing of loose powered

18 Wall painting (two coats) with plastic emulsion 23.40 Sqmt 127.52

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 out as under.

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

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

*( 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