Construction of Handicapped Toilet at District Court Building at Kutchh-Bhuj

Name of work :-

Construction of Handicapped Toilet at District Court Building at Kutchh-Bhuj

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 17.76 Excavation for foundation upto 122.94 Rupees One Cumt

1.50 mt depth including sorting out Hundred

and stracking of useful materials Twenty Two

and disposing the excaveted stuff And Paise

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

2 3.00 Providing and laying cement 2925.97 Rupees Two Cumt

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

coarse sand : 8 crushed stone Hundred

aggregate 40 mm nominal size) and Twenty Five

curing complete excluding cost of And Paise

form work in (A) Foundation and Ninety Seven

3 6.00 Providing and laying Ordinary 4731.85 Rupees Four Cumt

cement concrete M-250 and curing Thousand

complete including the cost of form Seven Hundred

work but excluding cost of Thirty One And

reinforcement for reinforced Paise Eighty

concrete work in footings Five Only

4 1.00 Providing and laying ordinary 9139.49 Rupees Nine Cumt

cement concrete M-250 and curing Thousand One

complete including the cost of form Hundred Thirty

work but excluding cost of Nine And Paise

reinforcement for reinforced Forty Nine Only

concrete work in Columns upto

5 2.00 Providing and laying ordinary 6897.29 Rupees Six Cumt

cement concrete M-250 and curing Thousand

complete including the cost of form Eight Hundred

work but excluding cost of Ninety Seven

reinforcement for reinforced And Paise

concrete work in plinth beams Twenty Nine

6 2.00 Brick Work using common burnt 4245.09 Rupees Four Cumt

clay building bricks having Thousand Two

crushing strength not less than 35 Hundred Forty

Kg/sm. in Foundation and plinth Five And Paise

in cement mortar (1:5) (1-cement : Nine Only

5-fine sand) (B) Conventional

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 9.00 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.

8 0.75 Filling in foundation and plinth 269.75 Rupees Two Cumt

with murrum or selected soil in Hundred Sixty

layers of 20 cm thickness including Nine And Paise

watering, ramming and Seventy Five

consolidation etc. complete. Only

9 0.75 Filling in plinth with Sand 481.80 Rupees Four Cumt

under floor in layers not Hundred

exceeding 20 cm incl. Eighty One

consolidatig each deposited And Paise

layerby ramming and watering Eighty Only

10 2.00 Providing and laying ordinary 7876.99 Rupees Seven Cumt

cement concrete M-250 and curing Thousand

complete including the cost of form Eight Hundred

work but excluding cost of Seventy Six

reinforcement for reinforced And Paise

concrete work in Columns For Ninety Nine

Ground floor Only

11 2.00 Providing and laying ordinary 5755.99 Rupees Five Cumt

cement concrete M-250 and curing Thousand

complete including the cost of form Seven Hundred

work but excluding cost of Fifty Five And

reinforcement for reinforced Paise Ninety

concrete work in Beams For Nine Only

12 6.00 Brick Work using common burnt 4526.81 Rupees Four Cumt

clay building bricks having Thousand Five

crushing strength not less than 35 Hundred

Kg/sm. in super structure above Twenty Six And

plinth level up to floor two level in Paise Eighty

cement mortar (1:5) For Ground One Only

13 1.00 Providing and laying ordinary 6401.38 Rupees Six Cumt

cement concrete M-250 and curing Thousand Four

complete including the cost of form Hundred One

work but excluding cost of And Paise

reinforcement for reinforced Thirty Eight

concrete work in Lintels & Sill for Only

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

14 1.00 Providing and laying ordinary 5772.15 Rupees Five Cumt

cement concrete M-250 for Thousand

reinforced Chhajja including Seven Hundred

finishing the exposed surface with Seventy Two

cement mortar 1:3 (1 Cement : 3 And Paise

fine sand) to give a smooth and Fifteen Only

even surface including centering

and form work and curing complete

excluding cost of reinforcement. for

15 1.00 Providing and laying ordinary 6725.59 Rupees Six Cumt

cement concrete M-250 and curing Thousand

complete including the cost of form Seven Hundred

work but excluding the cost of Twenty Five

reinforcement for reinforced And Paise Fifty

concrete work in RCC slab13 cm Nine Only

thickness for ground floor.

16 1868.44 Providing Fe-500D TMT Bar 77.29 Rupees Kg

reinforcement ISI mark for RCC Seventy Seven

work including bending, binding And Paise

and placing in position upto floor Twenty Nine

two level for Ground Floor Only

17 23.00 Providing 15 mm thick Cement 161.20 Rupees One Smt

plaster in single coat on brick/ Hundred Sixty

concrete walls for interior One And Paise

plastering and finished even and Twenty Only

smooth in C.M. 1 : 4 including

finishing with Trowel etc complete.

For Ground floor

18 6.00 Providing 10mm thick cement 148.32 Rupees One Smt

plaster in single coat on fair side of Hundred Forty

ceilling for interior plastering upto Eight And

floor two level finished even and Paise Thirty

smooth in C M 1:4 ( 1 cement :4 Two Only

coarse sand) including finishing

with Trowel etc complete. For

19 32.00 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

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

sand) and 8mm thick finishing coat

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

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

20 29.00 Wall painting with ( three coat ) 167.51 Rupees One Smt

plastic emulsion paint approved Hundred Sixty

brand and manufacture on Seven And

undecorated wall surface to give an Paise Fifty One

even shade including after Only

thoroughly brushing the surface

free from mortar droppings and

other foreign matter and applying

one coat of primer and including

preparing the surface even and

smooth by applying Birala / JK

white wall putty and sand papered

21 32.00 Finishing wall (Three coats) with 288.86 Rupees Two Smt

weather proof exterior emulsion Hundred

paint of approved brand and Eighty Eight

manufacture and of required shade And Paise

to give an even shade over and Eighty Six Only

including one coat of primer after

thoroughly brushing the surface to

remove all dirt and remains of loose

powered materials for all height.

22 6.00 Providing and laying broken 779.70 Rupees Seven Smt

chine mosaic flooring for Hundred

terrace using 12 mm to 20 mm Seventy Nine

broken pieces of glazed tiles to be And Paise

laid over cement mortar 1:3 to Seventy Only

plain or slope and to be tempered

to bring mortar creme out upto

surface using white cement

including rounding off junctions

and extending them upto 15 cm

along the wall,clearing with water

and oxalic acid etc. as directed.

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

23 5.00 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.

passed 2mm fixed with araldite and

dried for at list 36 hours.

24 2.10 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

25 2.00 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

26 2000.00 Providing erecting and fixing double 3.95 Rupees Three Ltr

coated ISI water tank of required And Paise

capacity each with all necessary Ninety Five

fittings and connection etc. Only

complete on terrace

27 3.74 Providing and laying (approved size) 1017.30 Rupees One smt

matt finished Antiskid Ceramic Thousand

tiles in flooring, treads of steps & Seventeen And

landing on a bed of 12 mm thick Paise Thirty

cement mortar 1:3 (1 cement : 3 Only

coarse sand) finished with flush

pointing in white cement and

aproved colour, shade and size by

Architect or Engineer in charge for

28 16.92 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

cement slurry Forty Eight

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 0.48 (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

30 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

supported with 75 mm dia 8 mm Forty 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.

31 30.00 Providing laying and jointing in 72.65 Rupees Rmt

true line and level 15mm dia. Seventy Two

U.P.V.C. Pipe ( SCH- 40) for cold And Paise Sixty

water including fittings make Five Only

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

32 30.00 Providing laying and jointing in 91.84 Rupees Ninety Rmt

true line and level 25mm dia. One And Paise

U.P.V.C. Pipe ( SCH- 40) for cold Eighty Four

water including fittings make Only

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

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

33 30.00 Providing laying and jointing in 148.12 Rupees One Rmt

true line and level 40mm dia. Hundred Forty

U.P.V.C. Pipe ( SCH- 40) for cold Eight And

water including fittings make Paise Twelve

PRINCE / SUPREME / ASTRAL / Only

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

34 40.00 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

13592-1992 with one end plain and And Paise

other end socketed with rubber Ninety 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

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

35 30.00 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

36 30.00 Providing and fixing to wall ceiling 280.23 Rupees Two Rmt

and floor 10.0 kgf/cm2 working Hundred

pressure polythelene pipes of the Eighty And

following outside dia low density Paise Twenty

complete with special flage Three Only

compression type fittings, wall clips

etc. including making good the

wall celling and floor (F) 75 mm

37 30.00 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.

38 1.00 Providing and fixing wash basin 2364.77 Rupees Two Nos.

with single hole for pillar tap with Thousand

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

including cutting holes and making Sixty Four And

good the same including providing Paise Seventy

and fixing C.P. brass waste 40 mm Seven 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

39 3.00 Providing and fixing PVC SWR 586.27 Rupees Five Nos.

Nahni trap IS 14735 for drain - 100 Hundred

mm diameter with jali of the Eighty Six And

following nominal diameter of self Paise Twenty

cleansing design with C.I scread Seven Only

down or hinged grating including

the cost of cutting and making good

40 1.00 Providing and fixing S.W. Gully 1246.92 Rupees One Nos.

trap with C I gratting brick Thousand Two

masonary chamber and water tight Hundred Forty

C I cover with frame of 300 x 300 Six And Paise

mm size (inside) with standard Ninety Two

weight (i) square mouth traps (B) Only

150 mm x 100 mm size P type

41 2.00 Providing and fixing gun metal 663.43 Rupees Six Nos.

check or non return fullway wheel Hundred Sixty

valve (E) 40 mm dia. Three And

42 1.00 Providing and fixing gun metal 420.63 Rupees Four Nos.

check or non return fullway wheel Hundred

valve (C) 25 mm dia. Twenty And

43 1.00 Providing and fixing chromium 263.77 Rupees Two Nos.

plated brass half turn flush cock of Hundred Sixty

approved quality including fixing in Three And

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

44 1.00 Providing and fixing pillar tap, 308.73 Rupees Three Nos.

capstan head, screw down high Hundred Eight

pressure with srews shanks and And Paise

back nuts (A)15 mm dia. Seventy Three

45 1.00 Providing and fixing screw down 186.83 Rupees One Nos.

bib taps of following size :(B) Brass Hundred

chromium plated screw down bib Eighty Six And

tap 15 mm dia. Paise Eighty

46 1.00 Providing and fixing 600 mm X 450 859.41 Rupees Eight Nos.

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.

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

47 1.00 Providing and fixing wsh down 1356.81 Rupees One Nos.

water closet (European type, W.C. Thousand

Pan) with integral P or S trap Three Hundred

including jointing the trap with soil Fifty Six And

pipe in Cement Mortar 1:1 (1- Paise Eighty

Cement : 1-fine sand) (Seal and One Only

cover to be measured and paid for

separately)(A) vitreous China

Pattern :(i) in white colour

Rupees Four Lakh(s) Eighty One Thousand Three Hundred Sixty Five And Paise Sixty Five Only

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

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