Renovation of Sarkari Kumar Chhatralay, (vikasati Jati) at Kutchh-Bhuj (Constructing Compound Wall and Providing Mosque Net, drainage work, washroom accessories and other misc. works)

Name of work :-

Renovation of Sarkari Kumar Chhatralay, (vikasati Jati) at Kutchh-Bhuj

(Constructing Compound Wall and Providing Mosque Net, drainage work,

washroom accessories and other misc. works)

Bill of Quantity

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

1 135.00 Excavation for foundation upto 1.50 122.94 Rupees One Cumt.

mt depth including sorting out and Hundred

stracking of useful materials and Twenty Two

disposing the excaveted stuff upto And Paise

50 mt lead (A) Loose or Soft Soil Ninety Four

2 27.00 Providing and laying cement 2925.97 Rupees Two Cumt.

concrete 1 :4 :8 (1 cement : 4 coarse Thousand Nine

sand : 8 crushed stone aggregate 40 Hundred

mm nominal size) and curing Twenty Five

complete excluding cost of form And Paise

work in (A) Foundation and plinth Ninety Seven

3 81.00 Brick Work using common burnt 4245.09 Rupees Four Cumt.

clay building bricks having crushing Thousand Two

strength not less than 35 Kg/sm. in Hundred Forty

Foundation and plinth in cement Five And Paise

mortar (1:5) (1-cement : 5-fine sand) Nine Only

(B) Conventional

4 27.00 Filling available excavated Earth 136.92 Rupees One Cumt.

(Excluding Rock ) in trench plinth Hundred Thirty

side of foundation etc. in layer not Six And Paise

excluding 20 cm in depth Ninety Two

consolidation each deposited layer Only

by ramming and watering etc.

5 17.00 Providing and laying controlled 6401.38 Rupees Six Cumt.

cement concrete M.250 and curing Thousand Four

complete excluding the cost of Hundred One

reinforcement and including cost of And Paise

centering. shuttering, formwork Thirty Eight

finishing and admixtures for Only

reinforced concrete work in GF, FF,

SF and TF Coping.

6 1020.00 Providing Fe-500D TMT Bar 77.29 Rupees Seventy Kg.

reinforcement ISI mark for RCC Seven And

work including bending, binding Paise Twenty

and placing in position upto floor Nine Only

two level for Ground Floor

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

7 98.00 Brick Work using common burnt 4526.81 Rupees Four Cumt.

clay building bricks having crushing Thousand Five

strength not less than 35 Kg/sm. in Hundred

super structure above plinth level Twenty Six And

up to floor two level in cement Paise Eighty

mortar (1:5) For Ground Floor One Only

8 1263.00 20mm thick sand faced cement 315.69 Rupees Three Smt.

plaster on walls upto height 10 Hundred

metres above ground level Fifteen And

consisting of 12mm thick backing Paise Sixty Nine

coat of C.M. 1:3 (1-cement : 3-sand) Only

and 8mm thick finishing coat of

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

9 1263.00 Finishing wall (Three coats) with 288.86 Rupees Two Smt.

weather proof exterior emulsion Hundred Eighty

paint of approved brand and Eight And Paise

manufacture and of required shade Eighty Six Only

to give an even shade over and

including one coat of primer after

thoroughly brushing the surface to

remove all dirt and remains of loose

powered materials for all height.

10 14.00 P & L 24" x 24" vitrified 8 mm thick 1467.72 Rupees One Smt.

tile flooring over 20 mm (average) Thousand Four

base of cement mortar 1:6 ( 1 Hundred Sixty

cement: 6 coarse sand) on new Seven And

surface or fixing on existing flooring Paise Seventy

by adhesive material including Two Only

dismentaling of existing flooring and

jointed with color cement slurry

including finised with flush pointing

& cleaning the surface etc. complete

11 89.00 Providing and laying 18 mm thick 2961.32 Rupees Two Smt.

polished Black or colour Granite Thousand Nine

stone slab machine cut in single Hundred Sixty

piece with all exposed edges One And Paise

polished, chamfered and proected Thirty Two Only

6mm from finished wall thickness

in sill and jambs laid on 10 mm

thick cement mortar 1 : 3 (

cement : 3 coarse sand ) laid over

and jointed withgrey cement slurry

including rubbing and polishing etc.

complete. also Fixing: Rear face of

granite shall be standed using clean

sand sieve no. 10 passed 2mm fixed

with araldite and dried for at list

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

12 21.00 Providing and fixing 35 mm thick 2931.02 Rupees Two Smt.

flush door with solid core Thousand Nine

construction finished with 1 mm Hundred Thirty

thick lamination on both side with One And Paise

S.S handle and S.S Fixtures and Two Only

fastening including anodised

aluminum butt hinges with

necessary screws labour & material

equipments as directed

13 15.00 Providing and fixing standard 5120.70 Rupees Five Smt.

aluminum glass windows having Thousand One

standard extruded anodized Three Hundred

track sliding window jindal series C- Twenty And

20 mm section frame- bottom with Paise Seventy

gutter section No 21651(1.864 Only

Kg/Rmt), Top & Side section no.

21650 (1.685 KG/Rmt), shutter size

50 x 20 mm Top Rail section No.

20530(0.571 Kg./Rmt), Bottom Rail

section No 20529 (0.642 Kg/Rmt),

Side Rail section No 20544 (0.495

Kg/Rmt), interlock rail section

No.20531 (0.697 Kg/Rmt) with 5mm

thick transperant flot glass with

rubber gasket, air lock strip and

finishing with transparent silicon

sealant with alumium powder coted

fittings and fixtures complete as per

detailed drawing etc. complete.

14 253.00 Providing & fixing Curtain pipe fly / 1056.97 Rupees One Smt.

mosquito proof Micromax made Thousand Fifty

stainless steel grade no 316 wire Six And Paise

mesh jali to windows and clearstory Ninety Seven

windows including dismentaling old Only

15 4.00 Providing and fixing G.I. Rain water 101.91 Rupees One Each.

spout of 50 mm dia. And 30 cm. Hundred One

length And Paise

16 27.52 Providing and laying polished Kota 1080.68 Rupees One Smt.

stone slab flooring over 20mm Thousand

(Average) thick base of cement Eighty And

mortar 1:6 (1-cement : 6-coarse Paise Sixty

sand) or L.M. 1.1.5 laid over and Eight Only

jointed with grey cement slurry

including rubbing and polishing etc.

complete. (B) 30 mm thick

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

17 119.47 Providing and laying (approved size) 1017.30 Rupees One Smt.

matt finished Antiskid Ceramic tiles Thousand

in flooring, treads of steps & landing Seventeen And

on a bed of 12 mm thick cement Paise Thirty

mortar 1:3 (1 cement : 3 coarse Only

sand) finished with flush pointing in

white cement and aproved colour,

shade and size by Architect or

Engineer in charge for all floors.

18 304.50 Providing and laying white glazed 1127.48 Rupees One Smt.

tiles 6mm thick in skrting risers of Thousand One

steps and dedo on 10mm thick Hundred

cement plaster 1:3 (1-cement : 3- Twenty Seven

coarse sand) and jointed with white And Paise Forty

cement slurry Eight Only

19 42.00 (ii) Providing and fixing glazed 4434.35 Rupees Four Smt.

louvered glass windows and Thousand Four

ventilators with teak wood frame Hundred Thirty

10cm. x 7cm. size including 3 coats Four And Paise

of oil painting to wood work Thirty Five Only

etc.complete. with wooden louvers

plank 12mm thick

20 2.00 Providing and Fixing a set of wall 2671.45 Rupees Two Smt.

mounted horizontal stainless steel Thousand Six

collapsible grab bar and vertical Hundred

stainless steel fixed grab rail of Seventy One

grade SS 304 from round pipe And Paise Forty

supported with 75 mm dia 8 mm Five Only

thick SS 304 base flange on wall

including anchor fasteners, nuts,

accessories as per detailed drawing

etc. complete as directed by

Architect or Engineer in charge.

21 120.00 Providing laying and jointing in true 72.65 Rupees Seventy Rmt.

line and level 15mm dia. U.P.V.C. Two And Paise

Pipe ( SCH- 40) for cold water Sixty Five Only

including fittings make PRINCE /

SUPREME / ASTRAL / FINOLEX or

equivalent as approved by Engineer

In Charge. Pipe shall be fixed on

the wall with the help of clamp at

every two metre C/C or shall be

concelled as directed including

necessary fittings etc. including

testing of pipe and joints and fixing

the same with adhesive solvent,

including cost of all materials.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

22 120.00 Providing laying and jointing in true 91.84 Rupees Ninety Rmt.

line and level 25mm dia. U.P.V.C. One And Paise

Pipe ( SCH- 40) for cold water Eighty Four

including fittings make PRINCE / Only

SUPREME / ASTRAL / FINOLEX or

equivalent as approved by Engineer

In Charge. Pipe shall be fixed on

the wall with the help of clamp at

every two metre C/C or shall be

concelled as directed including

necessary fittings etc. including

testing of pipe and joints and fixing

the same with adhesive solvent,

including cost of all materials.

23 80.00 Providing laying and jointing in true 148.12 Rupees One Rmt.

line and level 40mm dia. U.P.V.C. Hundred Forty

Pipe ( SCH- 40) for cold water Eight And Paise

including fittings make PRINCE / Twelve Only

SUPREME / ASTRAL / FINOLEX or

equivalent as approved by Engineer

In Charge. Pipe shall be fixed on

the wall with the help of clamp at

every two metre C/C or shall be

concelled as directed including

necessary fittings etc. including

testing of pipe and joints and fixing

the same with adhesive solvent,

including cost of all materials.

24 120.00 Providing, laying and jointing in 876.90 Rupees Eight Rmt.

true line and level 110 diametre Hundred

U.P.V.C (Type B) conforming to IS Seventy Six And

13592-1992 with one end plain and Paise Ninety

other end socketed with rubber Only

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

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.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

25 120.00 Providing, laying and jointing in 834.38 Rupees Eight Rmt.

true line and level 160 diametre Hundred Thirty

U.P.V.C (Type B) conforming to IS Four And Paise

13592-1992 with one end plain and Thirty Eight

other end socketed with rubber Only

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 160 mm diametre x

mm length x 196 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.

26 190.00 Providing and fixing to wall ceiling 280.23 Rupees Two Rmt.

and floor 10.0 kgf/cm2 working Hundred Eighty

pressure polythelene pipes of the And Paise

following outside dia low density Twenty Three

complete with special flage Only

compression type fittings, wall clips

etc. including making good the wall

celling and floor (F) 75 mm

27 190.00 Providing and fixing to Rain water 339.05 Rupees Three Rmt.

pipe 10.0 Kg. f/cm2 working Hundred Thirty

pressure polythelene pipes of the Nine And Paise

following outside dia. low ensity, Five Only

complete with special flange

compression type fittings, wall clips

etc. including making good the wall

ceiling and floor.

28 11.00 Providing and fixing wash basin 2364.77 Rupees Two No.

with single hole for pillar tap with Thousand Three

C.I. Or M.S. brackers painted white Hundred Sixty

including cutting holes and making Four And Paise

good the same including providing Seventy Seven

and fixing C.P. brass waste 40 mm Only

dia. and M.I. fisher union 40 mm

dia. etc. complete Vitreous China

Flat back wash basin 550mm x

400mm size in white colour.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

29 20.00 Providing and fixing Urinal of 1628.53 Rupees One No.

approved quality including Thousand Six

connection with trap and with Hundred

integral longitudinal flush pipe.(A) Twenty Eight

Squating plate pattern white And Paise Fifty

earthenware 550mm x 300mm. Three Only

30 57.00 Providing and fixing PVC SWR 586.27 Rupees Five No.

Nahni trap IS 14735 for drain - 100 Hundred Eighty

mm diameter with jali of the Six And Paise

following nominal diameter of self Twenty Seven

cleansing design with C.I scread Only

down or hinged grating including

the cost of cutting and making good

31 9.00 Providing and fixing S.W. Gully trap 1246.92 Rupees One No.

with C I gratting brick masonary Thousand Two

chamber and water tight C I cover Hundred Forty

with frame of 300 x 300 mm size Six And Paise

(inside) with standard weight (i) Ninety Two

square mouth traps (B) 150 mm x Only

100 mm size P type

32 25.00 Providing and fixing gun metal 663.43 Rupees Six No.

check or non return fullway wheel Hundred Sixty

valve (E) 40 mm dia. Three And Paise

33 25.00 Providing and fixing gun metal 420.63 Rupees Four No.

check or non return fullway wheel Hundred

valve (C) 25 mm dia. Twenty And

34 8.00 Providing and fixing gun metal 203.82 Rupees Two No.

check or non return fullway wheel Hundred Three

valve (A) 20 mm dia. And Paise

Eighty Two Only

35 16.00 Providing and fixing chromium 263.77 Rupees Two No.

plated brass half turn flush cock of Hundred Sixty

approved quality including fixing in Three And Paise

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

36 15.00 Providing and fixing pillar tap, 308.73 Rupees Three No.

capstan head, screw down high Hundred Eight

pressure with srews shanks and And Paise

back nuts (A)15 mm dia. Seventy Three

37 16.00 Providing and fixing screw down bib 186.83 Rupees One No.

taps of following size :(B) Brass Hundred Eighty

chromium plated screw down bib Six And Paise

tap 15 mm dia. Eighty Three

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

38 6.00 Providing and fixing 600 mm X 450 859.41 Rupees Eight No.

mm Bevelled edge mirror of Hundred Fifty

superior glass mounted on 6mm Nine And Paise

thick A.C. sheet or plywood sheet & Forty One Only

fixed to wooden plugs with

C.P.brass screws and washers.

39 12.00 Providing and fixing water closet 987.14 Rupees Nine No.

squatting Pan (Indian type W.C. Hundred Eighty

Pan) size 580mm (Earthwork, bed Seven And

concrete, foot reste and trap to be Paise Fourteen

measured and paid for separately) Only

(A) Vitreous China.(I) Long pattern =

40 26.00 Constructing brick masonary 7180.44 Rupees Seven No.

Chamber for underground C.I. Thousand One

inspection chamber and bends with Hundred Eighty

brick having crushing strength not And Paise Forty

less than 35Kg/sm in cm 1:5 C.I. Four Only

cover with frame (light duty)

mm x 610 mm internal dimensions

total weight of cover with frame to

be not less than 38 Kg. (wt. of cover

23 kg. and wt. of frame 15 kg)

R.C.C. top slab with1:2:4 mix (1

cement : 2 coarse sand : 4 graded

stone aggregates 20 mm size)and

foundation concrete 1:5:10, inside

plaster 15 mm thick with cement

mortar 1:3 finished smooth with a

floating coat of neat cement on

walls and bed concrete etc comp (I)

Inside dimentions 600mm X 850mm

X 450mm deep for pipe lines with

three or more inlets

Rupees Thirty Nine Lakh(s) Sixteen Thousand Five Hundred Forty Three And Paise Fifty Seven

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

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 Labour Cess shall be recovered as per SBD

3 GST and Income tax TDS will be deducted at a source while making payments of bills

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

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 Executive Engineer

R & B Division, Bhuj