Const of Compound wall and Upgration work in Various Primary School in Mahuva Taluka (1) Const. of Compound Wall in Nava faliya Primary School at Village Dungari Ta. Mahuva Dist.Surat. (2) Upgration of Existing Primary School Ghadoi Ta. Mahuva Dist.Surat. (2nd time)

Name of Work:- Const of Compound wall and Upgration work in Various Primary School in Mahuva

Taluka [1] Const. of Compound Wall in Nava faliya Primary School at Village Dungari Ta. Mahuva

Dist.Surat. [2] Upgration of Existing Primary School Ghadoi Ta. Mahuva Dist.Surat.

: : 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 124.88 Cum. 268.93

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 62.44 Cum. 136.92

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

3 Providing and laying cement concrete 1:2:4 (1- 8.33 Cum. 3741.69

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)

4 Providing and laying controlled cement concrete 20.26 Cum. 4611.06

M.250 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

5 Providing and laying controlled cement concrete 2.81 Cum. 9540.19

M-250 and curing complete including the cost of

form work but excluding cost of reinforcement

for reinforced concrete work for Column upto

6 Providing and laying controlled cement concrete 8.64 Cum. 6412.67

M.250 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

7 Brick work using common burnt clay building 3.41 Cum. 4214.33

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)

8 Providng TMT bars renforcement of FE 5537.02 kg 77.29

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

binding and placing in position complete for all

9 Providing and laying controlled cement concrete 5.11 Cum. 9503.27

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)

10 Providing and casting in situ ordinary cement 3.41 Cum. 4232.51

concrete M-150 for coping, over riding returns

including formwork curing and finishing complete.

11 Brick work using common burnt clay building 42.08 Cum. 4503.05

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

12 Providing 15mm thick cement plaster in single 220.00 Sqmt 161.20

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)

13 20 mm thick sand faced cement plaster with on 253.00 Sqmt 315.69

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.

14 Finishing wall with water proofing cement paint 253.00 Sqmt 120.27

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.

15 Wall painting (two coats) with plastic emulsion 220.00 Sqmt 90.09

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.

16 Providing and fixing Decorative Entrance Gate 305.76 kg 178.17

made out of cast iron and various mild steel

tabular section combination , the Ornamental

entrance gate should be fixed at column

including pattern and die making , cutting

welding , grinding, fabrication , fixing in position

at column with necessary pedestal, bearing

block and other locking arrangement. The

entrance gate should be painted with two coats

of priming coat of paint, and two coat of oil paint

etc complete. As per detail design and directed

by engineer in charge.

17 Finishing wall with weather proof exterior 505.40 Sqmt 132.63

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

including Cement washing with portland cement

slurry of one coat on wall surface to give a

smooth finish including thoroughly broomings

the surface to remove all dirt, mortar drops and

other foreign Brand etc complete as directed by

Engineer Incharge

18 Wall painting (two coats) with plastic emulsion 633.67 Sqmt 124.96

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 including Applying

two coats of acrylic laphy (putty) & two coats of

primer of approved brand etc complete as

directed by Engineer incharg

19 Providing and laying broken chine mosaic 169.13 Sqmt 779.70

flooring for terrace using 12 mm to 20 mm

broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto surface

using white cement including rounding off

junctions and extending them upto 15 cm along

the wall,clearing with water and oxalic acid etc.

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