MPLADS

Name of Work :- Construction of Library Hall with Solar and Furniture in Mota Devaliya

Village Ta. 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

1 138.500 Cum Excavation for foundation upto 1.5 m 122.93 Rupees One One

depth including sorting out and Hundred Twenty Cubic

stacking of useful materials and Two and Paise metre

disposing off the excavated stuff upto Ninety Three only

2 72.500 Cum Excavation for foundation upto 1.5 m 136.29 Rupees One One

to 3.0 m depth including sorting out Hundred Thirty Cubic

and stacking of useful materials and Six and Paise metre

disposing off the excavated stuff upto Twenty Eight only

3 184.500 Cum Filling available excavated earth 136.92 Rupees One One

(Including rock in trenches plinth, Hundred Thirty Cubic

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

exceeding 20 cm. in depth Ninety Two only

consolidating each deposited layer by

ramming and watering)

4 38.000 Cum Providing & filling in plinth with 301.77 Rupees Three One

murrum or yellow soil or selected soil Hundred One and Cubic

in layers of 20 cm. Thickness. Incl. Paise Seventy metre

watering, ramming & consolidation Seven only

5 19.000 Cum Filling in plinth with sand under 481.80 Rupees Four One

floors including watering ramming, Hundred Eighty Cubic

consolidating and dressing complete One and Paise metre

6 22.500 Cum Providing and laying cement concrete 3989.50 Rupees Three One

1:2:4 (1-Cement : 2- coarse sand : 4- Thousand Nine Cubic

hand Machine crushed stone Hundred Eighty metre

aggregates 40 mmnominal size) and Nine and Paise

curing complete including cost of Fifty only

formwork in (A) PCC

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 17.000 Cum Providing and laying controlled 4557.12 Rupees Four One

cement concrete M.250 and curing Thousand Five Cubic

complete inculding the cost of Hundred Fifty metre

formwork but Excluding the cost of Seven and Paise

reinforcement for reinforced concrete Twelve only

work in foundation, footings base of

column and mass concrete. (A)

8 6.000 Cum Providing and laying controlled 8287.05 Rupees Eight One

cement concrete M.250 and curing Thousand Two Cubic

complete inculding the cost of Hundred Eighty metre

formwork but Excluding the cost of Seven and Paise

reinforcement for reinforced concrete Five only

work in All Types of Column D)

Column, Pillers, posts and struts

9 6.000 Cum Providing and laying controlled 8260.65 Rupees Eight One

cement concrete M.200 and curing Thousand Two Cubic

complete inculding the cost of Hundred Sixty metre

formwork but Excluding the cost of and Paise Sixty

reinforcement for reinforced concrete Five only

work in All Types of Column D)

Column, Pillers, posts and struts, upto

10 13.000 Cum Providing and laying controlled 6502.38 Rupees Six One

cement concrete M.250 and curing Thousand Five Cubic

complete inculding the cost of Hundred Two and metre

formwork but Excluding the cost of Paise Thirty Eight

the cost of reinforcement for only

reinforced concrete work in Beams.

(E) Beam, upto Plinth

11 9.000 Cum Providing and laying controlled 6469.05 Rupees Six One

cement concrete M.200 and curing Thousand Four Cubic

complete inculding the cost of Hundred Sixty metre

formwork but Excluding the cost of Nine and Paise

reinforcement for reinforced concrete Five only

work in All Types of Beams,(E)

Beam, Ground Floor

12 11.500 Cum Providing and laying controlled 6426.63 Rupees Six One

cement concrete M.200 and curing Thousand Four Cubic

complete inculding the cost of Hundred Twenty metre

formwork but Excluding the cost of Six and Paise

reinforcement for reinforced concrete Sixty Three only

work in All Types of Slab,All

Thickness (C) Slab upto Plinth 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 In Figure In Words. according to

less. Rs. Ps estimated

13 1.500 Cum Providing and laying controlled 6793.26 Rupees Six One

cement concrete M.200 and curing Thousand Seven Cubic

complete inculding the cost of Hundred Ninety metre

formwork but Excluding the cost of Three and Paise

reinforcement for reinforced concrete Twenty Six only

work in All Thickness in Walls

PARDI Ground Floor

14 1.500 Cum Providing and laying controlled 6012.53 Rupees Six One

cement concrete M.200 and curing Thousand Twelve Cubic

complete inculding the cost of and Paise Fifty metre

formwork but Excluding the cost of Three only

reinforcement for reinforced

concrete work in Lintel upto

15 1.000 Cum Providing and laying controlled 5735.79 Rupees Five One

cement concrete M.200 and curing Thousand Seven Cubic

complete inculding the cost of Hundred Thirty metre

formwork but Excluding the cost of Five and Paise

Seventy Nine only

reinforcement for reinforced

concrete work in Chajja. Upto

16 7999.000 Kg Providing and fixing TMT bars Fe- 78.33 Rupees One

500D steel reinforcement for R.C.C. Seventy Eight and Kilogram

work including binding, bending and Paise Thirty Three

placing in position complete upto only

floor two level ,Ground Floor, First

Floor , Second Floor, Third Floor,

Terrace Floor (all floor).

17 115.500 Sqm Applying general insecticide pest 39.08 Rupees Thirty One

control treatment to floors, cupboards Nine and Paise Squere

etc including labour material etc. Eight only metre

complete. Using Heptachloride

EC. As Per 6113_pests Consentration

Weight 0.50 percent is recommended

one litre chemical emulsion dillute

18 57.000 Cum Brick work using common brunt clay 4398.78 Rupees Four One

building bricks having crushing Thousand Three Cubic

strength not less than 35 kg/sqcm. in Hundred Ninety metre

foundation and plinth in cement Eight and Paise

mortar 1:6 (1 cement :6 fine sand) Seventy Eight only

etc.comp. (B) Conventional 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

19 9.000 Sqm Half brick masonry in common brunt 684.26 Rupees Six One

clay building bricks having crushing Hundred Eighty Squere

strength not less than 35 Kg/Sq.Cm. Four and Paise metre

in Cement mortar 1:4 (1- Cement : 4 - Twenty Six only

coarse sand ) in (B) Conventional

20 230.500 Sqm Providing 15mm thick cement plaster 174.42 Rupees One One

in single coat on Rough (Similar)side Hundred Seventy Squere

of single or Full/half brick walls for Four and Paise metre

interior plastering upto floor two level Forty Two only

and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-sand)

21 132.000 Sqm Providing & laying10 mm. thick 155.34 Rupees One One

cement plaster in single coat on fair Hundred Fifty Squere

side of ceilings for interior Five and Paise metre

plastering upto floor two level and Thirty Four only

finishing with smooth mala

plaster.(i) Cement mortar 1:4 (1

cement : 4 sand) ALL Floor

22 210.000 Sqm 20mm thick sand faced cement 342.41 Rupees Three One

plaster on walls upto height 10 Hundred Forty Squere

metres above ground level Two and Paise metre

consisting of 12mm thick backing Forty One only

coat of C.M. 1:3 (1-cement : 3-

sand) and 8mm thick finishing coat

of C.M. 1:1 (1-cement : 1-sand) etc.

complete. Upto ALL Floor to

23 46.000 Rm Providing throating or plaster drip 43.04 Rupees Forty One

and moulding to R.C.C. Chhajja. Three and Paise Running

Four only metre

24 92.000 Rm Providing 20 mm deep finished 30.30 Rupees Thirty One

groove in plaster in line and level and Paise Thirty Running

etc. Comp. For all Floor only metre

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 22.500 Sqm Providing and laying polished 2377.54 Rupees Two One

Granite Slab 18mm thick in Thousand Three Squere

Flooring laid 20mm thick Cement Hundred Seventy metre

Mortar 1:4 (1-Cement : 4-Coarse Seven and Paise

Fifty Four only

Sand) and jointed with Grey

Cement Slurry including full

molded round front edges , rubbing

and polishing etc. complete.

26 18.000 Sqm Providing and laying polished 2408.85 Rupees Two One

Granite Slab 18mm thick in Risers Thousand Four Squere

of steps Dedo, window sill, jembs Hundred Eight metre

and pillars laid 10 mm thick Cement and Paise Eighty

Mortar 1:4 (1-Cement : 4-Coarse

Sand) and jointed with Grey

Cement Slurry including full

molded round edges , rubbing an

27 65.000 Sqm Providing and laying Vitrified tiles 1120.36 Rupees One One

8 to 10 mm thick , 24'' x 24'' in Thousand One Squere

flooring treads of steps and landing Hundred Twenty metre

laid on a bed of 12mm thick cement and Paise Thirty

mortar 1:3 (1-cement : 3-coarse

sand ) finishing with flush pointing

in white cement.Soluble Salt PVT.

Tiles in All Rooms.

28 38.000 Sqm Providing and laying Vitrified tiles 1195.02 Rupees One One

8 mm thick , 24'' x 24'' in skrting Thousand One Squere

risers of steps and dedo on 10mm Hundred Ninety metre

thick cement plaster 1:3 (1-cement : Five and Paise

3-coarse sand) and jointed with

white cement slurry Soluble Salt

PVT. Tiles in All Rooms.

29 4.000 Sqm Providing and fixing 37 mm thick 3737.00 Rupees Three One

flush door both sides laminated Thousand Seven Squere

andshutter fabricated from 35 mm Hundred Thirty metre

thick solid core malemine faced three Seven and Paise

wood based exterior grade bonded

BWP/BWR synthetic resin having

stamped IS 12823 grade (double door

and single door)

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

30 4.500 Sqm Providing and fixing FRP frame size 2615.04 Rupees Two One

125x65 mm and 35mm thick FRP Thousand Six Squere

shutter having extra reinforcement on Hundred Fifteen metre

sides & edges in polish finish. The and Paise Four

core of the shutter & frame is to be only

filed up with injected polyurethene

foam done in situ alongwith

embedded wooden pieces for

stiffening & also taking hinges &

fintures. The whole FRP frame &

shutter is to be water proof weather

proof, termite proof & resistance to

mild acid/alkali. Rates are to be

inclusive of S.S hinges with necessary

screws & alluminium S.S fixtures &

fastenings & fastener sleeve.

31 4.000 Sqm Providing and fixing window having 1583.95 Rupees One One

extruded aluminum Colour anodized Thousand Five Squere

section frame main outer size 95mm x Hundred Eighty metre

24mm x 1.17mm @ wt.of 0.738 Three and Paise

Kg/mt , horizontal Three track Ninety Five only

member size 92mm x 31.75mm x

1.30mm,@ Wt.1.07 Kg/mt , vertical

member of size 92mm x 31.75mm x

1.50mm @ Wt. 1.06 Kg/mt with

sliding shutters of horizontal member

size 40 mmx18mm x1.29mm @ wt.of

0.456 Kg/mt, vertical member of size

0.456Kg/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

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

32 2.500 Sqm Providing and fixing window 1713.69 Rupees One One

having extruded aluminum Colour Thousand Seven Squere

anodized section frame main outer Hundred Thirteen metre

size 63.50 x 38.10 x 1.95 mm,@ Wt and Paise Sixty

1.094 Kg / Rmt, horizontal two

track member size 61.85 mm x

Kg/mt, vertical member of size

wt.of 0.659 Kg/mt with sliding

shutters of horizontal member size

0.456Kg/mt, vertical member of

size 40mm x 18mm x 1.29mm @

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

33 1.000 Sqm Providing and fixing standared 1175.55 Rupees One One

extruded of alluminium section of Thousand One Squere

size 63mm x 38.10mm x 1.2mm Hundred Seventy metre

(Wt. 0.643 Kg/mt) with colour Five and Paise

Fifty Five only

anodized alluminium frame for

ventilation with 5 mm thick frosted

glass as details etc complete for

34 127.000 Kg Providing and fixing M.S. grill of 114.13 Rupees One One

required pattern of windows etc. with Hundred Fourteen Kilogram

M.S.. flats at required spacing and and Paise Thirteen

frame alround square or round headed only

bolts and nuts or by screws.including

applying a priming coat of red lead

paint and two coats of oil painting

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

35 230.500 Sqm Applying two coats of Birla (white cement 128.96 Rupees One One

based) or (acrylic lapy- putty) or equivalent Hundred Twenty Squere

& two coats of primer of approved brand Eight and Paise metre

and manufacture on new wall surface to Ninety Six only

give an even shade including thoroughly

brushing the surface free from mortar

dropping and other foreign matter and sand

papered smooth. with Wall painting (three

coats) with plastic emulsion paint of

approved brand and manufacture 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

36 132.000 Sqm Applying two coats of Birla (white cement 171.51 Rupees One One

based) or (acrylic lapy- putty) or equivalent Hundred Seventy Squere

& two coats of primer of approved brand One and Paise metre

and manufacture on new Ceiling surface to Fifty One only

give an even shade including thoroughly

brushing the surface free from mortar

dropping and other foreign matter and sand

papered smooth. Ceiling painting (three

coats) with plastic emulsion paint of

approved brand and manufacture on

undecorated Ceiling surface to give an even

shade including throughly brushing the

surface free from mortar droppings and

other foreign matter and sand papered

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

37 209.610 Sqm Finishing wall with weather proof 166.65 Rupees One One

exterior emulsion paint on wall Hundred Sixty Six Squere

surface (two coats) to give an and Paise Sixty metre

required shape even shade after Five only

thoroughly brushing the surface to

remove all dirt, and remains of

loose powdered materials.etc

38 85.500 Sqm Providing and laying integral cement 916.07 Rupees Nine One

based water proofing treatment Hundred Sixteen Squere

including preparation of surface as and Paise Seven metre

required for treatment of roofs, only

balconies, terraces etc. consisting of

following operations. (a) Applying

and grouting a slurry coat of neat

cement u brick bats is finally covered

by jointless cement plaster 20mm th.

in C.M. 1:4 added with special water

proofing compound confirming to

IS:2645 & top smooth finished with

trowel with false chequered marking

of 300 mm.size.The treatment is

39 85.500 Sqm Providing and laying broken 779.69 Rupees Seven One

chine mosaic flooring for Hundred Seventy Squere

terrace using 12 mm to 20 mm Nine and Paise metre

broken pieces of glazed tiles to be Sixty Nine only

laid over cement mortar 1:3 to plain

or slope and to be tempered to

bring mortar creme out upto

40 12.000 Rm Providing and fixing Stainless Steel 3101.71 Rupees Three One

railing having 50 mm dia hollow Thousand One Running

stainless steel pipe as hand rail and Hundred One and metre

32 mm dia hollow stainless steel Paise Seventy One

pipe with combination of 10 cm

long 16mm dia pipe as per virtical

supports 20 mm dia hollow stainless

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

41 2.000 No Providing and fixing wash down water 4327.52 Rupees Four One

closet (European type, W.C. Pan) with Thousand Three Number

integral P or S trap including jointing Hundred Twenty

the trap with soil pipe in Cement Mortar Seven and Paise

1:1 (1-Cement : 1-fine sand) (Seal and Fifty Two only

cover to be measured and paid for

separately)(A) vitreous China Pattern

:(i) in white colour, Providing and

fixing 12.5 Litres low level flushing

cistern with a pair, of C.I. or Mild

brackets, complete with fittings such as

lead valve less syphon, 15mm nom.nal

size brass ball valve with polythene

float, C.P brass handle unions and

couplings for connections, with inlet,

outlet and overflow pipes, 40mm

dia.porcelain enamelled flush bend

including cutting holes in walls and

making good the same connecting the

flush bend with cistern and closet

(overflow pipe to be measured and paid

for separately)(A) Vitreous China (I) In

white colour, Providing and fixing

plastic seat and cover for wash down

water closer with C.P. brass hinges and

rubber buffers. (B) Black plastic seal

and cover, With Jet spray heavy duty

with S.S. Braided hose 60 cm long.

42 2.000 No Providing and fixing washbasin 2363.15 Rupees Two One

with single hole for pillar tap with Thousand Three Number

C.I. or M.S. brackets painted white Hundred Sixty

including sutting holes and making Three and Paise

good the Providing and fixing C.P.

brass waste for washbasin or sink.

(A) 32mmdia.,Providing and fixing

43 4.000 No Providing and fixing PVC SWR Nahni 586.27 Rupees Five One

trap IS 14735 for drain - 100 mm Hundred Eighty Number

diameter with jali of the following Six and Paise

nominal diameter of self cleansing design Twenty Seven

with C.I scread down or hinged grating only

including the cost of cutting and making

good the walls.

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

44 2.000 No Providing and fixing screw down 186.82 Rupees One One

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

screw down bib tap polished bright. Six and Paise

(i) 15mm dia. Eighty Two only

45 2.000 No Providing and fixing 600mm x 859.40 Rupees Eight One

450mm bevelled edge mirrror of Hundred Fifty Number

superior glass mounted on 6mm Nine and Paise

thick A.C. sheet or plywood sheet Forty only

and fixing to wooden pluge with

C.P. brass screws and washers.

46 2.000 No Providing and fixing Gun metal 420.53 Rupees Four One

check or non-return fullway wheel Hundred Twenty Number

valve. 25mm. dia. and Paise Fifty

47 2.000 No Providing and fixing Gun metal 663.42 Rupees Six One

check or non-return fullway wheel Hundred Sixty Number

valve. 40mm. dia. Three and Paise

48 2.000 No Providing and fixing chromium 263.77 Rupees Two One

plated brass half turn flush cock of Hundred Sixty Number

approved quality including fixing in Three and Paise

pipe line etc. complete.(ii) 25mm Seventy Seven

49 1.000 No Providing and fixing ball cock of 132.88 Rupees One One

approved. quality as directed.(A) Hundred Thirty Number

Copper Metal (A) 25mm. dia. Two and Paise

Eighty Eight only

50 8.000 Rm Providing laying and jointing in true 72.64 Rupees One

line and level 15mm dia. U.P.V.C. Pipe Seventy Two and Running

( SCH- 40) for cold water including Paise Sixty Four metre

fittings as approved by Engineer In only

Charge. Pipe shall be fixed on the wall

with the help of clamp at every two

metre C/C or shall be concealed as

directed including necessary fittings etc.

including testing of pipe and joints and

fixing the same with adhesive solvent,

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

51 21.000 Rm Providing laying and jointing in true 91.83 Rupees One

line and level 25mm dia. U.P.V.C. Ninety One and Running

Pipe ( SCH- 40) for cold water Paise Eighty Three metre

including fittings as approved by only

Engineer In Charge. Pipe shall be

fixed on the wall with the help of

clamp at every two metre C/C or

shall be concealed as directed

including necessary fittings etc.

including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

52 26.000 Rm Providing, laying and jointing in 876.90 Rupees Eight One

true line and level 110 diametre Hundred Seventy Running

U.P.V.C (Type B) conforming to IS Six and Paise metre

13592-1992 with one end plain and Ninety only

other 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

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.

53 2.000 No Providing and fixing S.W. gully trap 1246.91 Rupees One One

with C.I. grating brick masonry Thousand Two Number

chamber and water tight C.I. cover Hundred Forty Six

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

(inside) with standard weight.(i)

Square mouth traps.(B) 150mm x

100mm size P or R type

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

54 2.000 No Constructing Brick masonry road 2017.19 Rupees Two One

gully chamber 500mm x 450mm x Thousand Number

600mm including 500mm x 450mm Seventeen and

C.I. horizontal grating wih frame Paise Ninteen only

55 2.000 No Constructing brick masonry 2932.92 Rupees Two One

chamber for underground C.I. Thousand Nine Number

Inspection chamber and bends with Hundred Thirty

bricks having crushing strength not Two and Paise

Ninety Two only

less than 35Kg/Cm2 in C.M. 1:5

C.I. cover with frame (Light duty)

455mm x 610mm intenal

dimensions total weight of cover

with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe

with 1:2:4 mix (1-cement :2- coarse

sand :4-graded stone aggregate

20mm size) foundation concrete

1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished

smooth with a floating coat of neat

cement on walls and bed concrete

etc. complete.(i) Inside dimensions

455mmx 610mm and 450mm deep

for single pipe line.

56 10.000 Rm Providing laying (to level or slopes) 250.54 Rupees Two One

and jointing reinforced concrete Hundred Fifty and Running

Light duty non-pressure pipes I.S. Paise Fifty Four metre

class NP2 of the following internal only

diameter with collars and butt ends

prepared for collar joints including

testing of joints complete. (B)

57 10.000 Rm Providing laying (to level or slopes) 359.84 Rupees Three One

and jointing reinforced concrete Hundred Fifty Running

Light duty non-pressure pipes I.S. Nine and Paise metre

class NP2 of the following internal Eighty Four only

diameter with collars and butt ends

prepared for collar joints including

testing of joints complete.(C)

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

58 2.000 No Providing & fixing G.I. Rain water 101.90 Rupees One One

spout of 50 mm.dia & 30 cm length Hundred One and Number

etc. Paise Ninety only

59 2.000 No Providing and fixing in position 505.17 Rupees Five One

cowel went to pipes.(C) 100mm dia Hundred Five and Number

Paise Seventeen

60 1000.000 Lit Providing erecting and fixing 3.94 Rupees Three One Liter

double coated PVC. (ISI) water and Paise Ninety

tank of required capacity each with Four only

all necessary fittings and connection

etc. complete on terrace.

61 1.000 No Providing & fixing & making Table 14180.40 Rupees One

LxBxH (1.20 x 0.60 x 0.75) using Fourteen Number

Ply Wood ISI Brand Using IS 710 Thousand One

Plywood ( 8mm, 10mm, 12mm, Hundred Eighty

and Paise Forty

19mm, & 25mm) Top with All side

square top for superior quality table

with thickness of 25 mm.All the

outer & Inner surface cover by I.S.I.

brand Sunmica of Formica , silicone

,bloom green or equivalent & inner

1.5mm thick Laminate Sheet

silicone or bloom or equivalent

Brand.using drawer channel of

Hetich brand & handle s.s. matt &

drawer lock , including S.S Screws

necessary hardware etc. complete

including necessary polish,

hardware and labour etc. As per

attached drawing & instructed by in

charge Consultant. key board tray,

CPU stand Ebaco Brand, drawer

cabinat,horizontal - vertical cable

cover, LEG frame )

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

62 1.000 No Providing and fixing of OFFICE 3989.50 Rupees Three One

CHAIRS of pvc base and armrest,40 Thousand Nine Number

density high mould foam in seat and Hundred Eighty

back,or mesh, pu upholstry,multi Nine and Paise

funtional mechenism, bifma class

IV gas lift and p.a

castors,REVOLVING chairs as per

the specified company of HOF,

Feather light, Wipro, Godrej etc.as

per selection and complete the work

satisfactorily as per instruction of

architect or Engineer-in charge

63 30.000 No Providing and placing of Study 2666.40 Rupees Two One

Chair With Extra Support Of Pips Thousand Six Number

Must Be required For Long Time Hundred Sixty Six

Usage Chair Overall Size (approx): and Paise Forty

Material Description: Seat & Back:

Seat & back from hot mould

plywood of minimum 12 mm

thickness of ergonomic design to

avoid back pain. Cushioning: PU

foam having density of 40 kg for

back and 50kgs/m3 for seat.

Average thickness of foam not less

than 50 mm + 10 mm Polly foam.

Tapestry: Minimum average weight

required 400to490 gms per sq.

mtr,with average weight of

grams per square meter ● Frame

structure: 4 legs type Frame and

handle for arm rest from ERW

prime quality tube of 14 swg,

reinforced at all bends for static and

impact load with cushioning effect

● Finishing: All steel parts will be

epoxy polyester powder coated to

the thickness not less than

microns finish after 10 tank anti-

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

64 30.000 No Providing & Fixing single Modular 5767.10 Rupees Five One

Reading table Thousand Seven Number

Table Size 900 x 610 x 760 with Hundred Sixty

1370mm high partition and extra Seven and Paise

Table top made with 19mm thick

Semi water proof plywood of ISO

303, with all sides border of 40 mm

thick in 19mm thick ply wood,

single side seating system , with

extra book shelf above top , foot

rest, All outer surfaces are to be

laminated with 1.0 mm laminate and

bottom of table are to be laminated

with 0.80mm laminate sheet as

approved by architect. Including all

necessary hardware & fittings such

as screw, buffer, bonding material

etc.(Wall facing modular reading

tables) . all work must be done As

per Architect Drawing & Instructed

By Site Engineer Table

65 30.000 Sqm Providing & Fixing WALL Storage 2525.00 Rupees Two One

Cupboard Table Size 2000 x 500 x Thousand Five Squere

3000 with 5 self , 2 nos door 19 mm Hundred Twenty metre

plywood with 4 mm glass panal Five and Paise

door, Storage self made with 12mm

thick water proof plywood of ISO

710, door sides border of 20 mm

thick in teak wood, All outer

surfaces are to be laminated with

1.5 mm laminate and internal

laminated with 0.80mm laminate

sheet as approved by architect.

Including all necessary hardware &

fittings such as screw, buffer,

bonding material etc.all work must

be done As per Architect Drawing

& Instructed By Site Engineer

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Twenty Five Lakh Sixty Thousand Three Hundred Ninety One and Paise Fifty Total Rs.

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

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