PAI

Name of Work :- Construction of Community Hall at Village krankach Ta. Liliya Dist. Amreli

Bill of Quantities

Memorandum showing items of works to be carried out

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

In Figure In Words.

less. Rs. Ps quantieis.

1 45.630 Cum Excavation for foundation up to 256.12 Rupees Two One

1.5m depth including sorting out and Hundred Fifty Six Cubic

staking of useful materials and and Paise Twelve metre

disposing of the excavated stuff up only

to all lead hard Murrum.

2 7.000 Cum Providing and laying cement 2830.46 Rupees Two One

concrete 1:4:8 (1 cement, 4sand,8 Thousand Eight Cubic

machine crushed stone aggregates Hundred Thirty metre

40 Mm.Nominal size)and curing and Paise Forty

complete, excluding cost of

formwork in(a) Foundation and

3 24.400 Cum Providing and laying ordinary 5294.78 Rupees Five One

cement concrete1:1.5:3 Thousand Two Cubic

(1cement,1.5sand, 3 gradedstone Hundred Ninety metre

aggregates 20 mm.Nominal size) Four and Paise

Seventy Eight only

and finishing smooth with curing

etc. complete excluding cost of form

work and reinforcement for

reinforced cement concrete work in

in A) Foundations, footings, base of

columns and mass concrete

4 2.500 Cum Providing and laying ordinary 10340.71 Rupees Ten One

cement concrete1:1.5:3 Thousand Three Cubic

(1cement,1.5sand, 3 gradedstone Hundred Forty metre

aggregates 20 mm.Nominal size) and Paise Seventy

and finishing smooth with curing

etc. complete including the cost of

formwork but excluding the cost of

reinforcement of R.C.C. work in

Column (iii) Having cross-sectional

area ore than 0.085 Sq.M. and up to

5 16.500 Cum Brickwork using common burnt clay 4051.78 Rupees Four One

building brick shaving crushing Thousand Fifty Cubic

strength not less than 35 KG/Sqcm. One and Paise metre

in foundation and plinth in cement Seventy Eight only

mortar 1:5(1 cement , 5 fine sand)

Conventional bricks

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

In Figure In Words.

less. Rs. Ps quantieis.

6 7.700 Cum Providing & laying C.C. 1:1 1/2:3 (1 8035.64 Rupees Eight One

cement , 1 1/2 course sand, 3 graded Thousand Thirty Cubic

stone agg. of 20mm nominal size) Five and Paise metre

and finishing smooth with curring Sixty Four only

etc. comp. incl. the cost of formwork

but excl. the cost of reinforcement

for R.C.C. work in. (A) Beam :-

Having cross sectional Area 0.085 to

0.12 Sqm.upto floor all level

7 6.900 Cum Providing & laying ordinary Cement 7258.19 Rupees Seven One

Concrete 1:1 1/2:3 (1 cement , 1 1/2 Thousand Two Cubic

course sand, 3 graded stone agg. of Hundred Fifty metre

20mm nominal size) exposed work Eight and Paise

with curring etc. comp. incl. the cost

of formwork but excluding the cost

of reinforcement for R.C.C. work in.

SLAB :- Having more then 10cm.

and end upto 13cm thickness.upto

floor all level

8 1.000 Cum Providing & laying ordinary C.C. 8482.57 Rupees Eight One

1:1 1/2:3 ( 1 cement , 1 1/2 course Thousand Four Cubic

sand, 3 graded stone agg. of 20mm Hundred Eighty metre

Nominal size) and for R.C.C. Two and Paise

LINTELS incl. Finishing smooth

with curring of formwork but excl.

the cost of reinforcement. for above

floor upto Floor all level

9 1.100 Cum Providing and laying cement 6921.98 Rupees Six One

concrete 1:1 1/2:3 (1 cement , 1 1/2 Thousand Nine Cubic

course sand, 3 graded stone add. of Hundred Twenty metre

20mm nominal size) for rein- One and Paise

Ninety Eight only

forcement concrete CHHAJJAS not

exceeding 10cm. thickness upto

floor two level incl. finishing the

exposed surface with C.M. 1:3 (

cement , 3 fine sand) to give a

smooth and ever surface, centering,

formwork and curring comp.Excl.

the cost of reinforcement.above

plinth Upto floor all level.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

In Figure In Words.

less. Rs. Ps quantieis.

10 2935.000 Kg Thermo Mechanically treated bar 76.21 Rupees One

F.E. 500 Steel reinforcement for Seventy Six and Kilogram

R.C.C. work including bending, Paise Twenty One

binding and placing in position only

complete upto floor all level

11 43.500 Cum Filling available excavated earth 130.39 Rupees One One

(excluding rock) in trenches. plinth, Hundred Thirty Cubic

sides of foundations etc. in layers and Paise Thirty metre

not exceeding 20 cm.in depth Nine only

consolidating each disposited layer

by ramming and watering

12 180.260 Sqm Providing 15mm thick cement 186.12 Rupees One One

plaster in single coat on fair side of Hundred Eighty Squere

Brick/concrete walls for interior Six and Paise metre

plastering upto floor two level and Twelve only

finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-

sand) .Uoto floor all level

13 167.700 Sqm Providing 10mm thick cement 186.92 Rupees One One

plaster in single coat on fair side of Hundred Eighty Squere

Brick/concrete walls for interior Six and Paise metre

plastering upto floor all level and Ninety Two only

finished even and smooth in

(i)Cement mortar 1:3 (1-cement:3-

sand) .Upto floor all level finished

even & Smooth with floating coat of

neat cement slurry.

14 52.200 Sqm Providing and laying polished kota 704.17 Rupees Seven One

stone slab 25mm thick in risers of Hundred Four and Squere

steps,skirting Dedo and pillars laid Paise Seventeen metre

on 10mm thick cement mortar 1:3 (1- only

Cement : 3 coarse sand) and jointed

with gray cement slury mixed with

pigment to match the shade of slab

including rubbing and polishing etc.

15 5.100 Sqm Pro. /Fix. Steel door having of 3636.00 Rupees Three One

40x40x5mm. Iron angle, & Double Thousand Six Squere

Shutter arrangement, shutter frame Hundred Thirty metre

of 30x30x4mm. Iron Angle and B.G. Six and Paise

22 Gauge Plate with Hold fasts,Iron

hinges, handles, stopper , locking

arrangement etc. comp. Steel welded

is built up section of oil painting

over coat of primer coat etc. comp

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

In Figure In Words.

less. Rs. Ps quantieis.

16 4.400 Sqm Providing and fixing window having 1713.70 Rupees One One

extructed aluminum Colour Thousand Seven Squere

anodized section frame main outer Hundred Thirteen metre

size 63.50 × 38.10 ×1.95 mm(of and Paise Seventy

jindal Section no:4605,@ Wt

Kg/Rmt), horizontal two track

member size 61.85 mm×

mm×1.20 mm (of jindal Section

no:8687,@ Wt 0.695 Kg/Rmt),

verticle member of size 61.85 mm×

31.75 mm×1.30 mm (of jindal

Section no:8758 @ Wt

Kg/Rmt) with sliding shutter of

horizontal member size 40 mm ×

mm × 1.29 mm (of jindal Section

0.456Kg/mt,verticle member of size

jindal Section no:8947 @ wt. of

0.456Kg/mt/ Section 8948,@ Wt

0.457 Kg/mt) with 5 mm thick

transparent bronze colour tinted

float glass with powder coated

aluminum fitting and fixtures and

transparent silicon sealent glass

fixing to frame as per details etc

17 167.700 Sqm complete for window.with oil bound

Distempeing(Twocoats) 72.07 Rupees One

distemper of approved brand and manufacture Seventy Two and Squere

and of required shade on wall surfaces to give

Paise Seven only metre

an even shade, over and including a priming

coat with distemper primer of approved brand

and manufacture after thoroughly brushing the

surface free from mortar dropping and other

foreign matter and also including preparing the

surface even and sand papered smooth.

18 180.260 Sqm Finishing wall with weather proof exterior 114.53 Rupees One One

emulsion paint on wall surface (two coats) to Hundred Fourteen Squere

give an required shape even shade after

and Paise Fifty metre

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete.

19 4.000 No Providing and fixing PVC rain water 76.57 Rupees One

spout of 50mm dia. and 30cm Seventy Six and Number

length. Paise Fifty Six

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

In Figure In Words.

less. Rs. Ps quantieis.

20 52.290 Sqm Providing and laying broken 747.29 Rupees Seven One

chine mosaic flooring for Hundred Forty Squere

terrace using 12 mm to 20 mm Seven and Paise metre

broken pieces of glazed tiles to be Twenty Eight only

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. as directed.

21 2.450 Cum Box cutting the road surface to 104.20 Rupees One One

proper slope and camber for making Hundred Four and Cubic

a base for road work including Paise Twenty only metre

removing the excavated stuff and

depositing on the excavated stuff

and depositing on the road side

slope as directed upto all.lead.

22 32.250 Sqm Providing and interlocking CC 752.45 Rupees Seven One

Paving block in every square meters Hundred Fifty Squere

as per selected size and shape and 80 Two and Paise metre

M-200 without pigmentation the Forty Five only

blocks will be rubber moulded of

uniform staight edges. even colour

and without any damages the paving

blocks will be laid in pattern

specification packed, in different

colour in half thickness will filled in

a clean manner finished with edge

detailing as specified paver blocks

will be laid dry on a layer of sand of

finished 50MM thick with wooden

mallet or rubber hammer the rates

are excl. edge dataling rubble soling

bed as required.

23 0.250 Cum Providing and laying C.C. 1:2:4 (1 3697.88 Rupees Three One

cement, 2 coarse sand , 4 graded Thousand Six Cubic

stone agg. 20mm Nominal size) and Hundred Ninety metre

curring comp. excluding cost of Seven and Paise

Eighty Eight only

forwork in. (A) foundation and

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

In Figure In Words.

less. Rs. Ps quantieis.

24 2.000 Point Point wiring forFAN with 2-1.5 669.63 Rupees Six 0

sq.mm & earthwire of 1.5 sq.mm Hundred Sixty

(Green) both are of ISI marked 1.1 Nine and Paise

KV Grade FRLS PVC insulated Sixty Three only

multistrand copper wires, in

following type of pipe to be erected

concealed in flushedon on

wall/celling complete with 6A

Modular type awitch and hum free

EME four or more step type

electronic fan regulator with

separately mounted and accessories

with earth continuity of following

type, erected on PVC / Metallic box,

single mounting base frame covered

with textured/metalic front plate

modules erected on / in wall /

ceilling as per pipe erected, with

necessary ceilling rose

/H.D.Connector as directed.(a) with

medium class Rigid PVC pipe and

accessories Cat-III

25 2.000 Point Point wiring for Light /Bell with 2- 467.63 Rupees Four 0

1.5 sq.mm (Green) both are of ISI Hundred Sixty

marked 1.1 KV Grade FRLS PVC Seven and Paise

insulated multistrand copper wires, Sixty Three only

in following type of pipe to be

erected concead in/on surface on

wall/celling complete with 6A

Modular type awitch / bell push &

accessories and earth continuity of

following type, erected on PVC /

Metalic box, single mounting base

frame covered with textured/metalic

front plate modules erected on / in

wall / ceilling as per pipe erected,

with necessary Lamp holder/ceilling

rose / H.D.Connector as directed.(a)

with medium class Rigid PVC pipe

and accessories Cat-III

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

In Figure In Words.

less. Rs. Ps quantieis.

26 2.000 No Providing & Errecting approved 1717.00 Rupees One One

make ceilling Fan with double ball Thousand Seven Number

bearing ISI mark with codencer 230 Hundred

Volt A.C. 50 c/s ,1200MM sweep Seventeen and

complete having 3 blades with

alluminium blades with canopy &

Cms down rod erected on existing

hook or clamp with 24/0.2, 3 core

flexible wire with earthing (Make

shall be app. by enginner in charge )

27 2.000 No Supplying and erecting LED indoor 212.10 Rupees Two One

fittings with LEDs of wattage 0.2 Hundred Twelve Number

watt to 0.5 Watt assembled on single and Paise Ten only

MCPCB, with housing used as a

heat sink shall be made of thick

sheet conforming to IS:513/CRCA

polyester powder coated and high

U.V. & corrosion resistance with

diffuser and/or polycarbonate optics

with company mark/name 120 to

300 V,Power Factor more than 0.9,

THD < 10 %, CCT 4000 K to

6500K, Uniformity ratio >0.7,

Luminaire efficiency>

lumens/watt, LED driver efficiency>

85 % CREE / OSRAM / PHILIPS

Lumileds / NICHIA / SEOUL/

Bridgelux (U.S.A.) make LED used

for luminaire. (Each fitting required

LM-79 & LM-80 Certificates)(B)

LED Lamps intgra Type, cool white

with PC diffuser suitable for B22

LAMP holder(b) 5 to 10 watts

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

In Figure In Words.

less. Rs. Ps quantieis.

28 1.000 No Point wiring for individual Plug 449.45 Rupees Four One

with & Earth wire of FRLS PVC Hundred Forty Number

insulated multistrand copper wires, Nine and Paise

in following type of pipe to be Forty Five only

erected concealed in / surface of

wall/ ceiling complete with Modular

type switch and 5 Pin plug erected

on PVC/ Metallic box covered with

appropriate front plate modules

erected on / in wall/ ceiling as per

pipe erected with following type of

(I) For 6A Plug with 2-1.5 Sq.mm

Cu.wire (a) With medium class rigid

PVC Pipe and accessories Cat-III

29 1.000 No Providing & Fixing marble Takti as 1200.89 Rupees One One

directed Thousand Two Number

Paise Eighty Nine

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Eight Lakh Forty Three Thousand Eight Hundred Eighty and Paise Forty Five Total Rs.

I \ We am \ are willing to carry out the work at ……………………… % above\bellow percent (

Should be written in figures and words ) of the estimated rate mentioned above. Amount of My \

Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

In Figure In Words.

less. Rs. Ps quantieis.

1.The Contractor shall exhibit a board with detailed specification and details of work as directed by

the Engineer-In-Charge for which no extra payment shall be made.

2.The labour cess 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 there is a 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.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division