Const of Compound wall and C.C. Road Pkg No. 27 at village Pipalvada Ta. Mandvi Dist Surat. (1) Const. of Compound Wall in Ayushyman Mandir at Village Pipalvadi Ta. Mandvi Dist.Surat. (2) Const.of C.C Road in Health & Welness Center at Village Pipalvada Ta: Mandvi Dist: Surat.

[1]Name of Work:- Const. of Compound Wall in Ayushyman Mandir at Village Pipalvadi Ta. Mandvi

Dist.Surat. [2] Const.of C.C Road in Health & Welness Center at Village Pipalvada Ta: Mandvi Dist:

: : 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 91.13 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 45.56 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- 7.43 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 18.28 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 1.93 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 7.50 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 2.92 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 4725.44 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 4.80 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 2.87 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 34.47 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 180.00 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 189.72 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 of 189.72 Sqmt 120.27

on wall surface ( Two coats) to give an approved

brand manufacture and of requred shape even

shade after throughtly brushing of loose powered

15 Wall painting (two coats) with plastic emulsion 180.00 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

16 Providing and fixing Decorative Entrance Gate 502.32 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 Clearing and grubbing road land including 0.04 Hect 28455.00

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle.

18 Earthwork in cuting in all sorts of soil and soft 226.44 Cum. 134.63

murrum including conveying and spreading the

stuff, embankment as and where directed within

200meters from the end of the cutting with all

required lead and lift.

19 Earth work for embankment including breaking 465.00 Cum. 177.91

clods dressing with all lead & lifts and including

watering rolling and consolidation of sub grade in

layers of O.M.C. to required dry density including

filling in depressions which occure during the

process using vibratory roller 80 to 100 KN (E)

From borrow area within 3.00 Km Lead

20 Providing and laying Granular Sub Base Grade I 44.48 Cum. 903.95

by providing course graded material conforming

to Table 400-2 of MOST specification of grading

I,using material combination of crushed

aggregate, stone dust etc. as required gradation

including spreading,watering & consolidation by

vibratory roller in grade and camber as directed.

21 Consructing of granular sub-base Gr-II by 53.25 Cum. 853.45

providing course graded B.T. machine crushed

material satisfying MOST specification of grading

II including spreading in uniform layer with motor

grader on prepared surface, mixing by mix in

place method with rotavator at OMC and

compacting with vibratory roller to achieve the

desired density etc. complete.

22 Providing and laying cement concrete 1:4:8 (1: 40.58 Cum. 2976.47

cement: 4 coarse sand: 8 crushed stone

aggregate 40 mm nominal size ) and curing

complete excluding the cost of formwork in (A)

Foundation and plinth

23 Providing & Laying cement concrete 1:1:5:3 (1 77.25 Cum. 5512.58

cement : 1:5 course sand : 3 graded stone

aggregate 20 mm nominal size) for C.C. road

including curing & cost of form work. Finishing

the cement concrete road by trimix process

inclusive of labour charges for trimix vacuum

dewatering process on cement concrete road by

using vacuum dewatering pump, surface floater,

surface vibrator and Groove cutting as per

direction by engineer incharge & as per

24 Providing and placing in position FE 500D bar 1.50 M.T. 73858.69

reinforcement for following items including cutting

bending hooking and tying complete as per

detailed drawing.For well :- curb, staining, cap

25 Supplying and fixing reinforced concrete heavy 22.50 Rmt 659.99

duty non pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(i)

26 Informatory Signs :-Providing and fixing sing 1.00 Nos 3856.90

boards made out of 2mm aluminium sheet; size

80 x 60cms. rectangle as per the design of IRC-

67-1977 pre treated with phospheting process &

acid teching; coated with one coat of epoxyprimer

and two coats of best qualityepoxy paint;

reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron

angle of 35 x 35 x 3mm75x75x6mm as required;

painted with best qualityepoxy coatings in black

and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard

shall be as per the instruction ofengineer in

charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x45 x 60cms. for each leg.

including excavation curing tec. complete under

the supervision of engineer in charge.(A)

Engineer Grade(VR)...

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