ayojan

Name of Work :- Construction of Atalvadi With Toilet Block (Gents & Ladies), Kitchen & Solar

Roof Top at Village Lathidad Tal. Botad Dist. Botad

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

less. estimated

In Figure In Words.

1 109.600 Cum Excavation for foundation upto 1.50 272.56 Rupees Two One

M.depth including sorting out Hundred Seventy Cubic

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

dispositing the excavated stuff up to Fifty Six only

all lead (b)Dense or Hard soil.

2 45.200 Cum Excavation for foundation upto 1.5 465.13 Rupees Four One

m depth including sorting out and Hundred Sixty Cubic

stacking of usefulmaterials and Five and Paise metre

disposing off the excavated stuff Thirteen only

upto all lead.(C) Hard Murrum

3 77.800 Cum Providing and laying cement 2927.46 Rupees Two One

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

Crushed stone aggregates 40 Hundred Twenty metre

mm.Nominal size)and curing Seven and Paise

complete, excluding cost of

formwork in(a) Foundation and

4 20.800 Cum Providing and laying cement 5458.98 Rupees Five One

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

gradedstone aggregates20 Hundred Fifty metre

mm.Nominal size) and curing Eight and Paise

Ninety Eight only

complete excluding cost of form

work and reinforcement for

reinforced cement concrete work in

(C) Columns, pillars, posts, struts up

to all floor level

5 82.800 Cum Brick work using common burnt clay 4214.33 Rupees Four One

building bricks having crushing Thousand Two Cubic

strength not less than 35 kg./Sq.Cm. Hundred Fourteen metre

in foundation and plinth in Cement and Paise Thirty

Mortar 1:6 (1- Cement : 6 fine

sand)(B) Conventional

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

less. estimated

In Figure In Words.

6 11.600 Cum Providing and laying cement 6204.95 Rupees Six One

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

gradedstone aggregates20 Hundred Four and metre

mm.Nominal size) and curing Paise Ninety Five

complete, including cost of

formwork -(a) Foundation and plinth

7 1.900 Cum Providing and laying ordinary 8596.43 Rupees Eight One

cement concrete 1:1.5:3 Thousand Five Cubic

(1cement,1.50 sand, 3 gradedstone Hundred Ninety metre

aggregates 20 mm.Nominal size) and Six and Paise

Forty Three only

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

8 139.400 Cum Filling available excavated earth 136.91 Rupees One One

(exclu-ding rock in trenches plinth, Hundred Thirty Cubic

sides of foundations etc. in layers not Six and Paise metre

exceeding 20cm in depth Ninety One only

consolidating each deposited layer

by ramming and watering).

9 18.300 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

10 71.500 Cum Brick work using common burnt clay 4496.05 Rupees Four One

building bricks having crushing Thousand Four Cubic

strength not less than 35 kg./Sq.Cm. Hundred Ninety metre

in foundation and plinth in Cement Six and Paise Five

Mortar 1:6 (1- Cement : 6 fine

sand)(B) Conventional

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

less. estimated

In Figure In Words.

11 2.400 Cum Providing and laying ordinary 9062.91 Rupees Nine One

cement concrete 1:1.5:3 Thousand Sixty Cubic

(1cement,1.5sand, 3 gradedstone Two and Paise metre

aggregates 20 mm.Nominal size) and Ninety One only

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 more than 0.12Sq.M. and up to

0.18Sq.M. From PL to Upto all Floor

12 4.600 Cum Providing & laying C.C. 1:1.5:3 (1 8035.64 Rupees Eight One

cement ,1.5 course sand,3 graded Thousand Thirty Cubic

stone agg.of 20 mm 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 all floor level

13 0.300 Cum Providing and laying cement 7207.30 Rupees Seven One

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

3 gradedstone aggregates 20 Hundred Seven metre

mm.Nominal size) and curing and Paise Thirty

complete, including cost of

formwork in sill and sides (R.C.C.

band) but excluding the cost of

reinforcement upto all floor level

14 2.300 Cum Providing & laying ordinary C.C. 1:1 8888.19 Rupees Eight One

1/2:3 ( 1 cement ,1 1/2 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

formwork but excl. the cost of

reinforcement.for above all floor

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

less. estimated

In Figure In Words.

15 0.600 Cum Providing & laying cement concrete 7063.33 Rupees Seven One

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

sand,3 graded stone agg.of 20 mm Three and Paise metre

nominal size) for rein-forcement Thirty Three only

concrete 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 all

16 9.400 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 One and Paise

Eighty Three only

with curring etc.comp. incl. the cost

of 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

all floor level

17 6382.000 Kg Providing TMT Bar FE 500D 77.28 Rupees One

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

including bending, binding and and Paise Twenty

placing in position complete upto all Eight only

18 843.600 Sqm Providing 15mmthick cement plaster 195.42 Rupees One One

in single coat on fair side of Hundred Ninety Squere

Brick/concrete walls for interior Five and Paise metre

plastering upto floor two level and Forty Two only

finished even and smooth in

(I)cement mortar 1:3 (1 cement:3

sand) .Upto all floor 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

less. estimated

In Figure In Words.

19 110.000 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.

20 59.600 Sqm Providing 10 mm thick cement 196.27 Rupees One One

plaster 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 mortar 1:3 (1 cement:3

sand) .Upto all floor level finished

even & Smooth with floating coat of

neat cement slurry.

21 31.000 Sqm Providing 10 mm thick cement 171.71 Rupees One One

plaster in single coat on Hundred Seventy Squere

brick/concrete walls for interior One and Paise metre

plastering upto floor two level and Seventy One only

finished even and smooth in

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

sand) for plastering on ceilings and

sofits of stairs upto all floor level

instead of plastering on walls.

22 147.600 Qtl Steel work, riveted in built up 5889.50 Rupees Five One

sections framed work including Thousand Eight Quintal

cutting, hoisting, fixing in position Hundred Eighty

and applying a priming coat of read Nine and Paise

lead paint. (A) In beams and joists,

channels angles Tees, flats, with

connecting plates or angle cleats as

in main and cross beams. Hip and

jack rafters, purlins conneted to

common rafters and the like.

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

less. estimated

In Figure In Words.

23 871.220 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 and Paise Twenty metre

required shape even shade after Six only

thoroughly brushing the surface to

remove all dirt, and remains of loose

powdered materials.etc complete

24 59.600 Sqm Wall painting (two coats) with 123.44 Rupees One One

plastic emulsion paint of approved Hundred Twenty Squere

brands and manufacture on Three and Paise metre

undecorated wall surfaces to give an Forty Four 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.

25 44.000 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.

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

less. estimated

In Figure In Words.

26 759.000 Sqm Providing Coated corrugated G.I. 734.18 Rupees Seven One

sheet of class-3 roofing fixed with Hundred Thirty Squere

glavanished iron J or L Hooks, Bolts Four and Paise metre

and nuts 8mm diameter with bitumen Eighteen only

and G.I. limpet washer or G.I. limpet

washer. filled with white lead

complete excluding the cost of

purlins, Rafters and Trusses.(1)

mm thick sheet.

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

less. estimated

In Figure In Words.

27 57.600 Sqm Providing and fixing 150mm wide 581.31 Rupees Five One

450mm over all semicircular plain Hundred Eighty Squere

G.I.sheet class-3 gutter with Iron One and Paise metre

brackets 40mm x 3mm size Bolts, Thirty One only

Nuts, washers etc. including making

necessary connection with rain water

pipes. (i) 0.80 mm thick Sheet.

28 552.000 Sqm Providing and laying polished Kota 1019.39 Rupees One One

stone slab flooring over 20mm Thousand Squere

(Average) thick base of cement Ninteen and Paise metre

mortar 1:6 (1-cement : 6coarse sand) Thirty Nine only

or L.M. 1.1.5 (1-Lime putty :1.5 -

coarse sand) laid over and jointed

with grey cement slurry mixed with

pigment to match the shade of slab

including rubbing and polishing etc.

complete. (A) 25mm thick

29 1.000 No Providing, fabricating, and fixing 4545.00 Rupees Four One

custom Stainless Steel (SS) Letter Thousand Five Number

Name Board / Signage made from Hundred Forty

grade SS-304 sheet The letters/text Five and Paise

shall be precision CNC laser cut as

per approved design, size, and font

face. Surface finish shall be Mirror

Polish. as directed & Instructed by

Engineer- inCharge

30 5.700 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

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

less. estimated

In Figure In Words.

31 35.200 Sqm Providing and laying 24" x 24" 1264.41 Rupees One One

vitrified 8 mm thick tile flooring Thousand Two Squere

over 20 mm (average) base of Hundred Sixty metre

cement mortar 1:6 (1- Cement : 6- Four and Paise

Coarse Sand) on new surface or

fixing on existing flooring 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

32 156.800 Sqm Ceramic flooring tiles tiles 6mm 943.16 Rupees Nine One

thick in flooring, treads of steps and Hundred Forty Squere

landing laid on a bed of 12mm thick Three and Paise metre

cement mortar 1:3 (1 cement : 3 Sixteen only

coarse sand) finishing with flush

pointing in white cement.

33 8.000 Rm Constructing a cooking platform 60 2694.18 Rupees Two One

cm. width and 70 cm high resting on Thousand Six Running

B.B.Masonry walls 23 cm.thick in Hundred Ninety metre

C.M.(1:6) with (i) Fixing or precast Four and Paise

R.C.C.1:2:4) 8 cm. thick slab with

marble chips set in C.M. (1:6)

(6mm thick terrazo) with

plastering on exposed faces walls

in C.M. (1:4) 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 according to

less. estimated

In Figure In Words.

34 8.680 Sqm Providing and fixing window having 1713.70 Rupees One One

extruded aluminum Colour anodized Thousand Seven Squere

section frame main outer size 63.50 x Hundred Thirteen metre

38.10 x 1.95 mm(of Jindal Section and Paise Seventy

no:4605,@ Wt 1.094 Kg / Rmt), only

horizontal two track member size

mm x 31.75 mm x 1.20mm (of Jindal

Section no: 8687 @ wt.of 0.695 Kg/mt),

vertical member of size 61.85 mm x

31.75mm x 1.30 mm (of Jindal Section

no:8758 @ wt.of 0.0.659 Kg/mt) with

sliding shutters of horizontal member

size 40mm x 18mm x 1.29mm (of Jindal

Section no:8949 @ wt.of 0.456Kg/mt),

vertical member of size 40mm x 18mm x

1.29mm (of 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

fittings and fixtures and transparent

silicon sealant glass fixing to frame as

per details etc complete for window.

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

Panelled,glazed or Panelled and Thousand Nine Squere

glazed shutters for doors,windows Hundred Sixteen metre

andclearstory windows including and Paise Seventy

anodised alluminiumbutt hinges with

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 according to

less. estimated

In Figure In Words.

36 25.200 Sqm Providing and fixing 30mm thick 1146.37 Rupees One One

FACTORY MADE SOLID PANEL Thousand One Squere

PVC DOOR SHUTTER consisting of Hundred Forty Six metre

frame made out of M.S. tubes of 19 and Paise Thirty

gauge thickness and size of 19mm x Seven only

19mm for stiles and 15mm x 15 mm for

top and bottom rails. M.S. frame shall

have a coat of steel primers of approved

make and manufacture, M.S. frame shall

be covered with 5 mm thick heat

moulded PVC ‘C’ channel of size 30 x

50 mm forming stiles, and 5mm thick

75mm wide PVC sheets for top rail, lock

rail and bottom rail on either side, and

10mm (5mm x 2) thick, 20mm wide

cross PVC sheet as gap insert for top rail

and bottom rail, Panelling of 5 stiles and

rails with 30mm wide x 5mm thick PVC

sheet beading on eighter side, and joined

together with solvent cement adhesive,.

An additional 5mm thick PVC strip of

20mm width is to be stculk on the

interior side of the ‘c’ channel using

PVC solvent cement adhesive etc.

complete as per direction of Engineer in

charge, manufacture’s specification and

37 86.400 Kg Providing and fixing M.S. grills of 160.85 Rupees One One

required pattern to wooden frames of Hundred Sixty Kilogram

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

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 according to

less. estimated

In Figure In Words.

38 6.000 No Providing and fixing wash down water 1951.80 Rupees One One

closet European type W.C. pan with Thousand Nine Number

integral P or S trap including jointing the Hundred Fifty One

trap with soil pipe in cement mortar 1:1 and Paise Eighty

(1 cement : 1 fine sand) (sand) seat and only

cover to be measured and paid for

separately) (A) Vitreous china pattern -

I (I) white colour.incl.32mm dia. Flush

pipe connected with W.C. & Seat cover

39 6.000 No Providing and fixing water closet 1464.39 Rupees One One

squatting pan (Indian type W. C., Thousand Four Number

Pan) size 580 mm. vitereous china Hundred Sixty

long pattern white colour 100 mm. Four and Paise

Thirty Nine only

size P or S trap with jointing the trap

with the pan & soil pipe in C. M. 1:1

and fixing a pair of footrest of size

M. 1:3 fixing and G. I. Inlet

connentions for flush pipe with W.

C. PAN etc. comp.

40 4.000 No Providing and fixing wash basin with 2177.92 Rupees Two One

single hole for pillars tap with C.I. or Thousand One Number

M. S. brackets painted white incl. Hundred Seventy

cutting holes and making good the Seven and Paise

Ninety Two only

same including fixing M. I., fisher

union of 40 mm. dia.,C. P. Brass

waste of 40 mm. dia,15 dia pillar tap

and brass screw down stop tap of

mm dia and etc. complete.(A)

Vitreous china (ii) flat back wash

basin 550 mm x 400 mm size in

41 16.000 No Providing and fixing PVC SWR 586.27 Rupees Five One

Nahni trap IS 14735 for drain - 100 Hundred Eighty Number

mm diameter with jali of the Six and Paise

following nominal diameter of self Twenty Seven

cleansing design with C.I scread

down or hinged grating including the

cost of cutting and making good the

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

less. estimated

In Figure In Words.

42 16.000 Rm Proving and fixing cast iron spigot 892.39 Rupees Eight One

and socket soil, waste and ventilating Hundred Ninety Running

pipes of the following nominal Two and Paise metre

size.(C) 100 mm. Dia. Thirty Nine only

43 4.000 No Proving and fixing in position cowl 505.17 Rupees Five One

vent to pipes(C) 100 mm. Dia. Hundred Five and Number

Paise Seventeen

44 12.000 No Providing and fixing S.W. gully trap 1292.19 Rupees One One

with C.I. grating brick masonry Thousand Two Number

chamber and water tight C.I. cover Hundred Ninety

with frame of 300mm x 300mm size Two and Paise

(inside) with standard weight.(i)

Square mouth traps. (A) 100mm x

100mm size P type.

45 2.000 No Constructing brick masonry road 3504.02 Rupees Three One

gully chamber 450mm x 450mm x Thousand Five Number

775mm with vertical grating Hundred Four and

complete With C.I.Manhole Cover Paise Two only

450x600 mm size

46 2000.000 Lit Providing erecting and fixing double 3.95 Rupees Three 0

coated Syntex PVC. (ISI) water and Paise Ninety

tank of required capacity each with Five only

all necessary fittings and connection

etc. complete on terrace.

47 2.000 No (B) Proving sock pit of 5.0 Cumt. 3457.27 Rupees Three One

Volume including excavating and Thousand Four Number

filling brick bats with dry masonary Hundred Fifty

work at top for 45 cm. Height Seven and Paise

including covering the top with stone

including providing vatas in c.m. 1;3

with finishing,curing 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 according to

less. estimated

In Figure In Words.

48 48.000 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- Six and Paise metre

1992 with one end plain and other Ninety only

end 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

mm diametre x 149 mm length x

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

49 30.000 Rm Providing and fixing concealed 338.24 Rupees Three One

center point to wall ceiling & floor Hundred Thirty Running

CPVC (SDR 13.5) PIPE having Eight and Paise metre

National Sanitation Foundation Twenty Four only

(NSF) seal for potable water of

following dia. nominal bore tube

fittings and clamps including making

good the wall, ceiling and floor etc.

complete. [D] 32mm.

50 30.000 Rm Providing and fixing concealed 208.80 Rupees Two One

center point to wall ceiling & floor Hundred Eight Running

CPVC (SDR 13.5) PIPE having and Paise Eighty metre

National Sanitation Foundation only

(NSF) seal for potable water of

following dia. nominal bore tube

fittings and clamps including making

good the wall, ceiling and floor etc.

complete. [B] 20mm.

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

less. estimated

In Figure In Words.

51 24.000 No Proving and fixing screw down bib 186.83 Rupees One One

taps of following size.(A) Brass Hundred Eighty Number

screw downbib tap polished bright. Six and Paise

(I) 15 mm. Dia. Eighty Three only

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

less. estimated

In Figure In Words.

52 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 Twenty and Paise

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Forty Six Lakh Ten Thousand Eight Hundred Sixty Two and Paise Six only 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………………….………………

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