pid

Name of Work :- Construction of Community Hall and Toilet Block at Gadhali Village

Tal.Gadhada Dist. Botad

Bill of Quantities

Memorandum showing items of works to be carried out

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

1 60.300 Cum Excavation for foundation upto 1.50 212.52 Rupees Two One

M.depth including sorting out Hundred Twelve Cubic

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

dispositing the excavated stuff up to Two only

50.M.lead (a)Loose or soft soil

2 47.000 Cum Excavation for foundation upto 1.50 272.57 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

50.M.lead (a)Dense or Hard soil

3 34.600 Cum Providing and laying cement 2927.46 Rupees Two One

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

Hundred Twenty metre

machine crushed stone aggregates

mm.Nominal size)and curing Seven and Paise

complete, excluding cost of

formwork in(a) Foundation and

4 25.500 Cum Providing and laying ordinary 5471.35 Rupees Five One

cement concrete1:1.5:3 Thousand Four Cubic

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

aggregates 20 mm.Nominal size) and One and Paise

Thirty Five 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

5 9.500 Cum Providing and laying ordinary 10469.21 Rupees Ten One

cement concrete1:2:4 (1cement, 2 Thousand Four Cubic

sand, 4 graded stone aggregates 20 Hundred Sixty metre

mm.Nominal size) and finishing Nine and Paise

Twenty One only

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 0.085 Sq.M. and up to

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

6 63.100 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. Hundred Fourteen metre

in foundation and plinth in cement and Paise Thirty

mortar 1:6(1 Cement ; 6 Fine sand)

Conventional bricks

7 69.700 Cum Filling available excavated earth 136.92 Rupees One One

(excluding rock) in trenches. Hundred Thirty Cubic

plinth, sides of foundations etc. in Six and Paise metre

layers not exceeding 20 cm. in depth Ninety Two only

consolidating each disposited

layer by ramming and watering.

8 31.900 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. Hundred Ninety metre

in super structure Upto floor two Six and Paise Five

level in cement mortar 1:6(1 Cement

9 1.000 Cum Providing and laying cement 7207.31 Rupees Seven One

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

Hundred Seven metre

gradedstone aggregates20

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 floor all level

10 1.500 Cum Providing & laying ordinary C.C. 1:1 8888.19 Rupees Eight One

1/2:3 ( 1 cement ,1 1/2 course sand, Thousand Eight Cubic

3 graded stone agg. of 20 mm Hundred Eighty metre

nominal size )and for R.C.C. Eight and Paise

LINTELS incl. Finishing smooth

with curring of formwork but excl.

the cost of reinforcement.for above

floor upto Floor all level.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

11 0.900 Cum Providing & laying cement concrete 7063.33 Rupees Seven One

1:11/2:3 (1 cement ,11/2 course Thousand Sixty Cubic

sand,3graded 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

floor all level.

12 15.500 Cum Providing & laying C.C. 1:11/2:3 (1 8035.64 Rupees Eight One

cement ,11/2 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 floor all level

13 15.200 Cum Providing & laying ordinary cement 7258.19 Rupees Seven One

concrete1:11/2:3 (1 cement ,11/2 Thousand Two Cubic

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

mm nominal size) exposed work Eight and Paise

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

floor all level

14 10092.000 Kg Providing TMT Bar FE 500D 77.29 Rupees One

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

including bending, binding and and Paise Twenty m

placing in position complete upto Eight only

floor all level.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

15 4.200 Sqm Providing fixing of Polished Kotah 859.61 Rupees Eight One

stone frame for Doors & wIndows Hundred Fifty Squere

of 15cmx4 cm. Size including Nine and Paise metre

necessary holdfasts, holes for Sixty One only

fixtures and fastenings incl. all

labour & materials etc. comp

16 12.000 Sqm Providing fixing of Polished Kotah 2252.65 Rupees Two One

stone frame for windows of Thousand Two Squere

15cmx4cm. Size including ordinary Hundred Fifty metre

grill fitting,painting the grill, Two and Paise

Sixty Five only

necessary holdfasts, holes for

fixtures and fastenings incl. all

labour & materials etc. comp

17 13.500 Sqm Providing and fixing 35mm. Thick 3933.51 Rupees Three One

Panelled,glazed orPanelled and Thousand Nine Squere

glazed shutters for doors,windows Hundred Thirty metre

andclearstory windows including Three and Paise

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

18 302.000 Sqm 20mm 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.

19 369.000 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 floor all level

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

20 108.900 Sqm P & L 24" x 24" vitrified 8 mm thick 1264.41 Rupees One One

tile flooring over 20 mm (average) Thousand Two Squere

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

by adhesive material including

dismentaling of existing flooring and

jointed with color cement slurry

including finised with flush pointing

& cleaning the surface etc. complete

for light shade

21 302.000 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 and Paise Twenty metre

required shape even shade after Six only

thoroughly brushing the surface to

rempve all dirt, and remains of loose

powdered materials etc complete.

22 218.000 Sqm Distempering (Three coats) with oil 106.92 Rupees One One

bound distemper of approved brand Hundred Six and Squere

and manufacture and of required Paise Ninety Two metre

shade on wall surface to give an only

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

23 5.000 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.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

24 28.000 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

25 1.200 Sqm Providing & Fixing Acrylic sheet 1515.00 Rupees One One

name board size 2.00 mt x 0.60 sqm. Thousand Five Squere

With painting letters Indicating Hundred Fifteen metre

Gram panchayat office / Village/ and Paise Zero

Taluka/ Dist. Etc. as directed by

Adm. Department etc. with all

required material & Labour comp.

26 1.000 No Providing & Fixing Marble Takti of 505.00 Rupees Five One

Size 60cm x45 m. including carving Hundred Five and Number

27 6.000 No Providing and planting tree plants 161.60 Rupees One One

including making pit of size MR 0.30 Hundred Sixty Number

x 0.30 x 0.30M with filling red/black One and Paise

garden soil along with watering and Sixty only

fertilizing the same as directed

including suggested tree plants and

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

28 0.800 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),

horizontal two track member size

Jindal Section no: 8687 @ wt.of

0.695 Kg/mt), vertical member of

size 61.85 mm x 31.75mm x

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

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

29 9.600 Sqm Providing and fixing 30mm thick 1146.37 Rupees One One

FACTORY MADE SOLID PANEL Thousand One Squere

PVC DOOR SHUTTER consisting Hundred Forty Six metre

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

19 gauge thickness and size of 19mm

x 19mm for stiles and 15mm x

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

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

30 4.000 No Providing and fixing wash down 1951.80 Rupees One One

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

with integral P or S trap including Hundred Fifty One

jointing the trap with soil pipe in and Paise Eighty

cement mortar 1:1 (1 cement : 1 fine

sand) (sand) seat and 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 & nozal spray

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

31 3.000 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

32 7.000 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

33 6.000 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

34 1.000 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

35 1.000 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

36 1000.000 Lit Providing erecting and fixing double 3.95 Rupees Three One

coated Syntex PVC. (ISI) water and Paise Ninety Litre

tank of required capacity each with Five only

all necessary fittings and connection

etc. complete on terrace

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

37 1.000 No 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

38 12.000 Rm Proving and fixing to wall,ceiling 401.95 Rupees Four One

and floor galvanised mild steel Hundred One and Running

tubes(Medium grade) of the Paise Ninety Five metre

following nominal bore, tube, fittings only

and clamps including making good

the wall,ceiling and floor.(A) 25mm.

39 10.000 Rm Proving and fixing to wall,ceiling and floor 252.49 Rupees Two One

galvanised mild steel tubes(Medium grade) Hundred Fifty Running

of the following nominal bore, tube, fittings Two and Paise metre

and clamps including making good the Forty Nine only

wall,ceiling and floor.(A) 15mm

40 7.000 No Proving and fixing screw down bib taps of 186.83 Rupees One One

following size.(A) Brass screw downbib tap Hundred Eighty Number

polished bright. (I) 15 mm. Dia. Six and Paise

Eighty Three only

41 46.900 Sqm Ceramic flooring tiles tiles 8mm thick in 992.15 Rupees Nine One

flooring, treads of steps and landing laid on Hundred Ninety Squere

a bed of 12mm thick cement mortar 1:3 (1 Two and Paise metre

cement : 3 coarse sand) finishing with flush Fifteen only

pointing in white cement.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

42 6.000 Point Point wiring for Light / Bell with 2- 493.89 Rupees Four 0

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

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

KV grade FRLS PVC insulated Eighty Nine only

multistrand copper wires, in

following type of pipe to be erected

concealed in/ on surface on

wall/ceiling complete with 6A

Modular type switch / bell push &

accessories and earth continuity of

following type, erected on PVC /

Metallic box, single mounting base

frame covered with

textured/metallic front plate modules

erected on / in wall / ceiling as per

pipe erected, with necessary Lamp

holder/ceiling rose / H.D.Connector

(a) with medium class Rigid PVC

pipe and accessories Cat- III

43 12.000 Point Point wiring for FAN with 2-1.5 705.99 Rupees Seven 0

sq.mm & earthwire of 1.5 sq.mm Hundred Five and

(Green) both are of .ISI marked 1.1 Paise Ninety Nine

KV Grade FRLS PVC insulated only

multistrand copper wires, in

following type of pipe to be erected

concealed in / flushed on wall/ceiling

complete with 6A Modular type

switch 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/metallic front plate modules

erected on / in wall / ceiling as per

pipe erected. with necessary ceiling

rose / H.D.Connector as directed.

(a) with medium class Rigid PVC

pipe and accessoriesCat- III

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

44 8.000 Point Point wiring for Looped Plug with 283.81 Rupees Two 0

6A Modular type switch & 5 pin Hundred Eighty

socket erected on PVC / Metallic Three and Paise

box, single mounting base frame Eighty One only

covered with textured / metallic front

plate modules erected on / in wall /

ceiling with following type

accessories Cat- III

45 8.000 Point Point wiring for individual Plug with 524.19 Rupees Five 0

& Earth wire of FRLS PVC insulated Hundred Twenty

multistrand copper wires, in Four and Paise

following type of pipe to be erected Ninteen only

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

(a) With medium class rigid PVC

Pipe and accessories - Cat_III

46 12.000 No Supplying and erecting LED lamps 304.01 Rupees Three One

with following wattage capacity of Hundred Four and Number

220 to 240 voltage, minimum 15000 Paise One only

burning hours life, 500 V in built-

surge protection,Polycarbonate

diffuser, mounting suitable for E14 /

E27 / B22 lamp holders, pf >=

(A) LED Lamps integral type, with

PC diffuser suitable LAMP holder

(iv) 16 to 20 watts Cat-III

47 1.000 No providing and erecting Miniature 131.30 Rupees One One

circuit breaker single pole 6A to 25A Hundred Thirty Number

suitable to operate on 240 V A.C. One and Paise

system and having breaking capacity Thirty only

10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

48 1.000 No Providing & erecting 240 V MCB 348.45 Rupees Three One

double pole switch for lighting load Hundred Forty Number

(B Curve) having 10 KA breaking Eight and Paise

capacity & Confirming to IS :8828 in Forty Five only

Existing box , having capacity

(B) 40 Amp.- Cat-III

49 1.000 No Providing and erecting Sheet Steel 1759.42 Rupees One One

powder coated MCB distribution Thousand Seven Number

board - flush / surface mounted fitted Hundred Fifty

with busbar, neutral link, earth bar Nine and Paise

and DIN rail, confirming to IS

and BS 5486-1986 without MCB to

house appropriate nos. of

MCBs.(The DBs should be used of

same company of MCB to be used)

(A) Single phase (b) SS double door

50 12.000 No Providing & erecting Approved 1883.65 Rupees One One

make Ceiling Fan with double ball Thousand Eight Number

bearing ISI mark with Condenser 230 Hundred Eighty

volt A.C. 50 c/s, 1200 mm sweep Three and Paise

Sixty Five only

complete having 3blades with

aluminium blades with , canopy &

30 cms. down rod erected on

existing hook or Clamp with 24/ 0.2,

3 core flexible wire with earthing.

(Make shall be approved by

Engineer in charge)

51 1.000 No Pipe type earthing having 150 636.30 Rupees Six One

cms.long and 2.5 cms. dia. Hundred Thirty Number

galvanised iron pipe with coupling Six and Paise

and buch buried in specially Thirty only

prepared earth pit complete with

necessary 8 SWG earth wire. For

using salt and charcoal / coke as

required for pipe type earthing

52 4.000 No Providing & fixing electrification as per 500.00 Rupees Five One

requirement using approved ISI materials Hundred and Number

comp As direceted by in charge engineer (A)

Wiring Ele. Points

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

53 3.000 No Providing & fixing electrification as per 300.00 Rupees Three One

requirement using approved ISI materials Hundred and Number

comp As direceted by in charge engineer (B)

Wiring Loop point.

54 2.000 No Providing & fixing electrification as per 600.00 Rupees Six One

requirement using approved ISI materials Hundred and Number

comp As direceted by in charge engineer (C)

55 2.000 No Electrical accessories (1) Tube lights T5 650.00 Rupees Six One

Hundred Fifty and Number

56 2.000 No Electrical accessories (2) CFL 300.00 Rupees Three One

Hundred and Number

57 1.000 No Electrical accessories (3) Ele. Motor 0.5 6000.00 Rupees Six One

HP Thousand and Number

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Twenty Four Lakh Seventy Nine Thousand Two Hundred Sixty Five and Paise Total

Twenty Eight only 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………………….………………

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure 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 Panchayat R.& B. Division