Construction of Handicap Toilet at Court Building MundraTa.Mundra, Dist.Kachchh

Name of work :-

Construction of Handicap Toilet at Court Building MundraTa.Mundra,

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 21.15 Excavation for foundation upto 1.5 117.08 Rupees One CMT

m depth including sorting out and Hundred

stacking of useful material and Seventeen And

disposing off the excavated stuff Paise Eight

upto 50 m lead A) loose or Soft Soil. Only

2 4.01 Providing and laying cement 2943.21 Rupees Two CMT

concrete 1:3:6 (1-Cement : 3- Thousand Nine

coarse sand : 6- hand broken stone Hundred Forty

aggregates 40 mmnominal size) and Three And

curing complete excluding cost of Paise Twenty

formwork in (A) Foundation and One Only

Plinth (upto 10 ton)

3 21.15 Filling available excavated earth 258.56 Rupees Two CMT

(excluding rock) in trenches. Hundred Fifty

plinth, sides of foundations etc. in Eight And

layers not exceeding 20 cm. in Paise Fifty Six

depth consolidating each Only

disposited layer by ramming and

4 1.00 Providing and laying cement 3635.94 Rupees Three CMT

concrete 1:2:4 (1- Cement : 2- Thousand Six

Coarse sand : 4- graded stone Hundred Thirty

aggregates 20 mm nominal size) Five And Paise

and curing complete excluding cost Ninety Four

of formwork in (A) Foundation and Only

Plinth (more than 10 ton)

5 3.90 Filling in plinth with sand under 460.19 Rupees Four CMT

floors including watering ramming, Hundred Sixty

consolidating and dressing complete And Paise

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

6 1.30 Providing and laying cement 6696.44 Rupees Six CMT

concrete work 1:1.5:3 (1- Cement : Thousand Six

1.5- Coarse sand : 3 graded stone Hundred

aggregates 20 mm nominal size) Ninety Six And

and curing complete excluding cost Paise Forty

of formwork and reinforcement for Four Only

reinforced concrete work in (B)

Slabs, landing, shelves, Balconis

Lintels, Beams, Girders and

Cantilever upto floor two level.

7 1.89 Providing and laying cement 7492.18 Rupees Seven CMT

concrete work 1:1.5:3 (1- Cement : Thousand Four

1.5- Coarse sand : 3- graded stone Hundred

aggregates 20 mm nominal size) Ninety Two

and curing complete excluding cost And Paise

of formwork and reinforcement for Eighteen Only

reinforced concrete work in (B)

Slabs, landing, shelves, Balconis

Lintels, Beams, Girders and

Cantilever upto floor two level.

8 0.30 Providing and laying cement 6819.52 Rupees Six CMT

concrete work 1:1.5:3 (1- Cement : Thousand

1.5- Coarse sand : 3- graded stone Eight Hundred

aggregates 20 mm nominal size) Nineteen And

and curing complete excluding cost Paise Fifty Two

of formwork and reinforcement for Only

reinforced concrete work in (B)

Slabs, landing, shelves, Balconis

Lintels, Beams, Girders and

Cantilever upto floor two level.

9 326.92 Providing TMT Bar FE 500D 76.21 Rupees Kg

reinforcement for R.C.C.work Seventy Six

including bending, binding and And Paise

placing in position complete upto Twenty One

floor two level Only

10 23.95 Brick work using common burnt 4645.11 Rupees Four CMT

clay building bricks having Thousand Six

crushing strength not less than 35 Hundred Forty

kg./Sq.Cm. in foundation and Five And Paise

plinth in Cement Mortar 1:5. (1- Eleven Only

Cement: 5 -fine sand)(A) Modular

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

11 7.75 Half brick masonry in common 641.16 Rupees Six SMT

brunt clay building bricks having Hundred Forty

crushing strength not less than 35 One And Paise

Kg/Sq.Cm. in Cement mortar 1:5 Sixteen Only

(1- Cement : 4 -coarse sand ) in

foundation and plinth

(A)conventionalr (upto 10 ton)

12 56.61 Providing 15mm thick cement 153.52 Rupees One SMT

plaster in single coat on Rough Hundred Fifty

(Similar)side of single or half brick Three And

walls for interior plastering upto Paise Fifty Two

floor two level and finished even Only

and smooth in (ii) Cement mortar

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

13 10.00 Providing 10mm thick cement 116.44 Rupees One SMT

plaster in single coat on Hundred

brick/concrete walls for interior Sixteen And

plastering upto floor two level and Paise Forty

finished even and smooth in (ii) Four Only

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

14 51.33 20mm thick sand faced cement 300.66 Rupees Three SMT

plaster on walls upto height 10 Hundred And

metres above ground level Paise Sixty Six

consisting of 12mm thick backing 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.

15 51.33 Finishing wall (Three coats) with 300.98 Rupees Three SMT

Weather proof acrylic exterior Hundred And

emulsion paint or equivalent. Paise Ninety

brand and manufacture and of Eight Only

required shade 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.

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

16 66.61 Wall painting with ( three coat ) 126.92 Rupees One SMT

plastic emulsion paint approved Hundred

brand and manufacture on Twenty Six And

undecorated wall surface to give an Paise Ninety

even shade including after Two Only

thoroughly brushing the surface

free from mortar droppings and

other foreign matter and applying

Two Coats of putty and Two Coats

of primer and including preparing

the surface even and smooth by

applying Birala / JK white wall

putty and sand papered smooth.

17 10.00 Providing and laying Ceramic tiles 970.07 Rupees Nine SMT

6mm thick in flooring treads of Hundred

steps and landing laid on a bed of Seventy And

12mm thick cement mortar 1:3 (1- Paise Seven

cement : 3-coarse sand ) finishing Only

with flush pointing in white

cement. (upto 10 ton)

18 35.70 Providing and laying white glazed 1073.90 Rupees One SMT

tiles 6mm thick in skrting risers of Thousand

steps and dedo on 10mm thick Seventy Three

cement plaster 1:3 (1-cement : 3- And Paise

coarse sand) and jointed with white Ninety Only

19 10.00 Providing and laying broken chine 779.70 Rupees Seven SMT

mosaic flooring for terrace using 12 Hundred

mm to 20 mm broken pieces of Seventy Nine

glazed tiles to be laid over cement And Paise

mortar 1:3 to plain or slope and to Seventy Only

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

20 2.00 Providing and fixing cast iron 606.08 Rupees Six Each

(Spun) Nahni trap of the following Hundred Six

nominal diameter of self cleaning And Paise

design with C.I. screaed down or Eight Only

higned grating including cost of

cutting and making good the walls

and floor 100mm inlet and 50mm

outlet.(C) 100mm dia.

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

21 2.00 Providing and Fixing CERA Cruse 53296.52 Rupees Fifty Nos.

Set which includes E.W.C. pan Three

710x370x770 mm (Cat. Thousand Two

No.S1013200) Cistern (Cat. No. Hundred

S1060106), Soft Close seat cover Ninety Six And

(Cat. No.B1520118), Twin Flush Paise Fifty Two

Fitting (Cat. No. B1810112), Wash Only

Basin 510 x 400mm (Cat. No.

S2040101), Spatula Lever basin

Mixer (Cat. No. F9030451), 2 No. of

Wall Mounded Grab bar 600mm

long (Cat. No.B2210106), Wall

Mounted Hinged Hand Rail

750x100mm (Cat. No. B2210108),

288mm Long Bottle Trap (Cat.

No.F8060301), Toilet Paper Holder

(Cat. No. F5001109),Jet Spray

(soap disensor(cat No F5002111)

,SS rectungular shape waste

bin,Cera Hera (cat.5007105)

alluminium towel ring. as per

specified or equivalent brand and

all approved by Engineer in Charge

with fixing it on the site at required

position with necessary other

materials & Labour etc. complete

or as directed by Engineer in charge

22 3.50 Providing and fixing to Rain water 336.24 Rupees Three Rmt

pipe 6.0 Kg. f/cm2 working Hundred Thirty

pressure polythelene pipes of the Six And Paise

following outside dia. low ensity, Twenty Four

complete with special flange Only

compression type fittings, wall clips

etc. including making good the wall

ceiling and floor. (G)100mm.dia.

23 1000.00 Providing erecting and fixing double 3.95 Rupees Three Litre.

coated Syntex PVC. (ISI) water And Paise

tank of required capacity each Ninety Five

with all necessary fittings and Only

connection etc. complete on terrace.

24 0.50 Providing and fixing standard 3243.11 Rupees Three SMT

alluminium glass ventilator having Thousand Two

standard extruded anodized section Hundred Forty

frame of approved tint of size 55 x Three And

35 mm section no. 14016 wt. 1.36 Paise Eleven

Kg/Rmt with 5mm thick Ground Only

glass of copper tint and and fixed

glass ventilators on top as per

detailed drawing etc. complete.

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 5.25 Providing and fixing alluminium 4068.28 Rupees Four Rmt

doors having door frame of 63.0 x Thousand Sixty

38.10 x 2.95 mm size Section Eight And

No14005 (1.516 Kg./Rmt) with Paise Twenty

wooden inserts for durable grip of Eight Only

door hinges, Double Shutter with

fix glass at top Pivoted 35mm tk

Flush Door with floor spring solid

core finished with 1 mm tk

lamination on both side with S.S

handle and S.S Fixtures and

fastening including labour &

material equipments as directed.

26 2.00 Providing and fixing S.W. gully trap 1292.19 Rupees One Each

with C.I. grating brick masonry Thousand Two

chamber and water tight C.I. cover Hundred

with frame of 300mm x 300mm size Ninety Two

(inside) with standard weight.(i) And Paise

Square mouth traps. (A) 100mm Nineteen Only

x 100mm size P type. (upto 10 ton)

27 2.00 Providing and fixing Gun metal 314.73 Rupees Three Each

check or non-return fullway wheel Hundred

valve.(D) 32mm dia. Fourteen And

28 2.00 Providing and fixing ball cock of 102.91 Rupees One Each

approved. quality as directed.(B) Hundred Two

Abonite (i) 25mm dia. And Paise

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 11.00 Providing, laying and jointing in 831.22 Rupees Eight Rmt

true line and level 160 diametre Hundred Thirty

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

13592-1992 with one end plain and Twenty Two

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

30 10.00 Providing, laying and jointing in 835.15 Rupees Eight Rmt

true line and level 110 diametre Hundred Thirty

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

13592-1992 with one end plain and Fifteen 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

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

31 28.00 Providing laying and jointing in 195.67 Rupees One Rmt

true line and level 50mm dia. Hundred

U.P.V.C. Pipe ( SCH- 40) for cold Ninety Five

water including fittings as And Paise Sixty

approved by Engineer In Charge. Seven Only

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.

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

33 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

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

34 12.00 Providing and fixing 90 cm high 634.28 Rupees Six Rmt

Stainless steel railing made from Hundred Thirty

anticorrosive 304 grade S S pipe of Four And Paise

50 mm dia (16Gauge) as hand rail Twenty Eight

with S S 304 grade Baluster of 38 Only

mm dia (16Gauge) as a vertical

support fixed in RCC slab at 1.2m

c/c including three horizontal S

S pipes of 25 mm dia (16Gauge) at

equal distance fixed by 18.75 mm

dia (16Gauge) S S pipe with

baluster including accessories as

per detailed drawing as directed

35 7.50 Providing and laying Mirror 3855.05 Rupees Three Smt

Polished black Granite Marble Thousand

stone slab 18 mm (Average) thick Eight Hundred

for stair steps and riser as per Fifty Five And

design incl. full moulded round Paise Five Only

front edge in trade of steps laid on

20 mm thick cement mortar 1:6 (1 -

cement : 6 coarse sand ) jointed

with grey cement slurry including

rubbing and polishing etc. complete

For Doors / WIndows cill & Jams

Rupees Four Lakh(s) Ninety Nine Thousand Nine Hundred Fifty Four And Paise Twelve 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