PAI

Name of Work :- Construction of Community Hall at Village Pir Khijadiya Taluka :-

Babra 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 In Figure In Words. according to

less. Rs. Ps estimated

1 19.000 Cum Excavation for foundation upto 1.50 157.16 Rupees One One

M.depth including sorting out Hundred Fifty Cubic

&stacking of useful materials i.e. Seven and Paise metre

dispositing the excavated stuff up to Sixteen only

All lead (a)Dense or Hard soil.

2 8.000 Cum Excavation for foundation upto 1.5 m 268.92 Rupees Two One

depth including sorting out and Hundred Sixty Cubic

stacking of useful materials and Eight and Paise metre

disposing off the excavated stuff upto Ninety Two only

All lead.(C) Hard Murrum

3 9.000 Cum Providing and laying cement concrete 2932.73 Rupees Two One

1:4:8 (1 cement, 4sand,8 Crushed Thousand Nine Cubic

stone aggregates 40 mm.Nominal Hundred Thirty metre

size)and curing complete, excluding Two and Paise

cost of formwork in(a) Foundation and Seventy Three

4 3.600 Cum Providing and laying ordinary cement 8824.65 Rupees Eight One

concrete1:1.5:3 (1cement,1.5sand, 3 Thousand Eight Cubic

gradedstone aggregates 20 Hundred Twenty metre

mm.Nominal size) and finishing Four and Paise

smooth with curing etc. complete Sixty Five only

excluding cost of form work and

reinforcement for reinforced cement

concrete work in in A) Foundations,

footings, base of columns and mass

5 3.700 Cum Providing and laying ordinary cement 10839.25 Rupees Ten One

concrete1:1.5:3 (1cement, 1.5sand, 3 Thousand Eight Cubic

graded stone aggregates 20 mm Hundred Thirty metre

.Nominal size) and finishing smooth Nine and Paise

with curing etc. complete including the Twenty Five only

cost of formwork but excluding the

cost of reinforcement of R.C.C. work

in Column (iii) Having cross-sectional

area more than 0.085 Sq.M. and up to

6 10.000 Cum Brickwork using common burnt clay 4214.33 Rupees Four One

building brick shaving crushing Thousand Two Cubic

strength not less than 35 Kg/Sqcm. in Hundred Fourteen metre

foundation and plinth in cement mortar and Paise Thirty

1:6(1 Cement ; 6 Fine sand) Three only

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 In Figure In Words. according to

less. Rs. Ps estimated

7 22.000 Cum Filling in foundation and plinth with 301.78 Rupees Three One

murrum or selected soil in layers of Hundred One and Cubic

20cm. thickness including watering, Paise Seventy metre

ramming and consolidating etc. Eight only

8 21.000 Cum Brickwork using common burnt clay 4496.05 Rupees Four One

building brick shaving crushing Thousand Four Cubic

strength not less than 35 Kg/Sqcm. in Hundred Ninety metre

super structure Upto floor two level in Six and Paise Five

cement mortar 1:6(1 Cement ; 6 Fine only

9 0.400 Cum Providing and laying cement 7207.30 Rupees Seven One

concrete1:1.5:3 (1cement, 1.5sand, 3 Thousand Two Cubic

gradedstone aggregates20 Hundred Seven metre

mm.Nominal size) and curing and Paise Thirty

complete, including cost of formwork only

in sill and sides (R.C.C. band) but

excluding the cost of reinforcement

upto floor all level

10 0.600 Cum Providing & laying ordinary C.C. 8888.18 Rupees Eight One

1:1.5:3 ( 1 cement ,1.50 course sand, 3 Thousand Eight Cubic

graded stone agg. of 20 mm nominal Hundred Eighty metre

size )and for R.C.C. LINTELS incl. Eight and Paise

Finishing smooth with curring of Eighteen only

formwork but excl. the cost of

reinforcement..for above floor upto

floor all level.

11 0.700 Cum Providing & laying cement concrete 7063.33 Rupees Seven One

1:1.50:3 (1 cement ,1.50 course sand,3 Thousand Sixty Cubic

graded stone agg.of 20 mm nominal Three and Paise metre

size) for reinforcement concrete Thirty Three only

CHHAJJAS not exceeding 10cm.

thickness upto floor two level incl.

finishing the exposed surface with

C.M. 1:3 (1 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

12 7.300 all level. & laying C.C. 1:1.5:3 (1

Cum Providing 8035.64 Rupees Eight One

cement ,1.5 course sand,3 graded stone Thousand Thirty Cubic

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

finishing smooth with curring etc. Sixty Four only

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

Sqm..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 In Figure In Words. according to

less. Rs. Ps estimated

13 6.000 Cum Providing & laying ordinary cement 4681.83 Rupees Four One

concrete 1:1.50:3 (1 cement ,1.50 Thousand Six Cubic

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

mm nominal size) exposed work with One and Paise

curring etc.comp. incl. the cost of Eighty Three only

formwork but excluding the cost of

reinforce ment for R.C.C. work in.

SLAB :- having more then 10cm. and

end upto 13cm. thickness.upto floor all

14 2807.000 Kg Providing TMT Bar FE 500/500D 77.29 Rupees One

reinforcement for R.C.C. work Seventy Seven Kilogra

including bending, binding and placing and Paise Twenty m

in position complete upto floor ALL Eight only

15 6.800 Sqm Providing and laying Green marble 1636.20 Rupees One One

(18 mm thick ) in Jambs & Sills of Thousand Six Squere

Windows and pillers laid on 10 MM Hundred Thirty metre

thick cement mortar 1:3 (using Six and Paise

Sulphate Resistant Cement) (1

Cement - 3 coarse sand) laid and

jointed with grey cement slurry

including rubbing and polishing

16 154.000 Sqm 20 mm thick sand faced cement 342.41 Rupees Three One

plaster on walls upto height 10 Hundred Forty Squere

metres above ground level consisting Two and Paise metre

of 12mm thick backing coat of C.M. Forty One only

1:3 (1-cement : 3-sand) and 8mm

thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete.

17 2.500 Sqm Providing and fixing 35 mm. Thick 3916.74 Rupees Three One

Panelled,glazed or Panelled and glazed Thousand Nine Squere

shutters for doors,windows Hundred Sixteen metre

andclearstory windows including and Paise Seventy

anodised alluminiumbutt hinges with Four only

necessary screws and Indian

TeakWood shutters with-(B) Partical

board panells.12mm. thick including

applying primer and two coats of oil

painting etc. complete

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 In Figure In Words. according to

less. Rs. Ps estimated

18 75.000 Sqm Providing 10 mm thick cement plaster 196.27 Rupees One One

in single coat on fair side of Hundred Ninety Squere

Brick/concrete walls for interior Six and Paise metre

plastering upto floor two level and Twenty Seven

finished even and smooth in (I)cement only

mortar 1:3 (1 cement:3 sand) .Upto

floor two level finished even & Smooth

with floating coat of neat cement

19 37.000 Sqm Providing 10 mm thick cement plaster 171.71 Rupees One One

in single coat on brick/concrete walls Hundred Seventy Squere

for interior plastering upto floor two One and Paise metre

level and finished even and smooth in Seventy One only

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

for plastering on ceilings and sofits of

stairs upto floor two level instead of

plastering on walls.

20 46.000 Sqm Providing and laying 24" x 24" vitrified 1264.41 Rupees One One

8MM thick tile flooring over 20MM Thousand Two Squere

(average) base of cement mortar 1:6 (1- Hundred Sixty metre

Cement : 6-Coarse Sand) on new Four and Paise

surface or fixing on existing flooring Forty One only

by adhe-sive material including

dismentalling of existing flooring and

jointed with colour cement slurry

including finished with flush pointing

and cleaning the surface etc. complete.

For Light shade

21 154.000 Sqm Finishing wall with weather proof 120.26 Rupees One One

exterior emulsion paint on wall Hundred Twenty Squere

surface(two coats) to give an required and Paise Twenty metre

shape even shade after thoroughly Six only

brushing the surface to remove all dirt,

and remains of loose powdered

materials etc complete

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 In Figure In Words. according to

less. Rs. Ps estimated

22 75.000 Sqm Wall painting (two coats) with plastic 123.44 Rupees One One

emulsion paint of approved brands and Hundred Twenty Squere

manufacture on undecorated wall Three and Paise metre

surfaces to give an even shade Forty Four only

including thorougnly brushinf the

surface free from mortar droppings and

other foreign matter and sand papered

smooth including Applying two coats

of Birla or Asian acrylic lappy (purty)

and two coats of primer of approved

brand and manufacture on new wall

surface to give an even shade

23 53.000 Sqm Ceiling painting (two coats) with 128.97 Rupees One One

plastic emulsion paint of approved Hundred Twenty Squere

brands and manufacture on Eight and Paise metre

undecorated wall surfaces to give an Ninety Seven only

even shade including thorougnly

brushinf the surface free from mortar

droppings and other foreign matter and

sand papered smooth including

Applying two coats of Birla or Asian

acrylic lappy (purty) and two coats of

primer of approved brand and

manufacture on new wall surface to

give an even shade.

24 8.000 Rm Providing, laying and jointing in true 876.90 Rupees Eight One

line and level 110 diametre U.P.V.C Hundred Seventy Running

(Type B) conforming to IS 13592-1992 Six and Paise metre

with one end plain and other end Ninety only

socketed with rubber ring, & fittings

conforming to ISI 14735-1999 of

approved make for drainage system

pipe line, pipe shall be jointed with

each other with rubber lubricant, pipe

shall be fixed on wall using of PVC

clamp of the size 110 mm diametre x

149 mm length x 145 mm heigh at

every 2000 mm center to center or shall

be concealed in walls as directed

including necessary fittings such as

bends, shoes etc. including testing of

pipes and joints and jointed with

adhesive solvent cement including cost

of all materials.

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 In Figure In Words. according to

less. Rs. Ps estimated

25 47.000 Sqm Providing and laying broken 779.70 Rupees Seven One

china mosaic flooring for terrace Hundred Seventy Squere

using 12 mm to 20 mm broken Nine and Paise metre

pieces of glazed tiles to be laid over Seventy only

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.

26 7.200 Sqm Providing and fixing Window having 1713.70 Rupees One One

extruded Alluminium Colour anodized Thousand Seven Squere

Section frame main outer size 63.50 x Hundred Thirteen metre

38.10 x 1.95mm (of Jindal Section No. and Paise Seventy

4605, @ Wt. 1.094 Kg./Rmt.) only

horizontal Two Track member size

Jindal Section No. 8687 @ Wt.

Kg./mt.) vertical member of size

Jindal Section No. 8758 @ Wt. of

0.659 Kg./mt.) with Sliding Shttuer of

Horizontal member size 40mm x

18mm x 1.29mm (of Jindal Section No.

8949 @ Wt. of 0.456 Kg./mt.) Vertical

member of size 40mm x 18mm x

1.29mm (of Jindal Section No. 8947 @

Wt. of 0.456 Kg./mt. / Section 8948 @

Wt. 0.457 Kg/mt.) with 5mm thick

transparent bronze colour tinted float

glass with powder coated alluminium

fittings and fixtures and transparent

silicon section glass fixing to frame as

per details etc. complete for window

27 108.000 Kg Providing and fixing M.S. grills of 160.85 Rupees One One

required pattern to wooden frames of Hundred Sixty Kilogra

windows etc. with M.S. flats at and Paise Eighty m

required spacings and frame alround, Five only

square or round bars with round

headed bolts and nuts or by screws.

(B) ORNAMENTAL GRILL

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 In Figure In Words. according to

less. Rs. Ps estimated

28 1.000 No Providing & Fixing Marble Takti of 2020.00 Rupees Two One

Size 60cm x45 m. including carving & Thousand Number

painting the letters related to scheme & Twenty and Paise

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Eight Lakh Twenty Six Thousand Three Hundred Sixty and Paise Thirty only Total

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………………….………………

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 ( D P ) Road & Building Division

Kunkavav Amreli