S.R. to District Judge Bunglow at Bharuch, Dist. Bharuch (Renovation of Security Cabin and Providing Toilet Block).

Name of work : S.R. to District Judge Bunglow at Bharuch, Dist. Bharuch

(Renovation of Security Cabin and Providing Toilet Block).

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

1 Demolition including stacking of serviceable materilas and 7.35 Cum 1030.81

disposal of unserviceable materials with all lead and lift. (i)

2 Demolition of Brick work and stone masonry including 8.25 Cum 536.09

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In Cement

3 Dismentling doors, windows, ventilators etc. (wood or steel) 2.00 Each 182.94

shutters including chowkhats architraves, holdfasts and

other attachment etc. complete and stacking them within all

lead and lift.(i) Not exceeding 3 Sq.M. in area.

4 Excavation for foundation upto 1.5 m depth including 34.41 Cum 117.08

sorting out and stacking of useful materials and disposing

off the excavated stuff Excavation for foundation upto 1.5 m

depth including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter lead

(A) Loose of soft soil).

5 Excavation for foundation upto 1.50 mt depth including 58.57 Cum 149.67

sorting out and stacking of useful materials and disposing

the excavated stuff upto 50 mt lead (B) Dense or hard soil.

6 Excavation for foundation for depth from 1.5 to 3.0 mt. 3.13 Cum 162.38

including sorting out and stacking of useful materials and

disposing of the excavated stuff upto 50 mt lead (B) Dense

7 Filling in plinth with sand under floors including watering, 2.50 Cum 460.19

ramming, consolidation and dressing etc. complete.

8 Filling available excavated earth (excluding rock) in 19.22 Cum 130.39

trenches plinth side of foundation etc. in layer not excluding

20 cm in depth consolidation each deposited layer by

ramming and watering etc. complete.

9 Filling in foundation and plinth with murrum or selected soil 3.13 Cum 289.06

in layers of 20 cm thickness including watering, ramming

and consolidation etc. complete.

10 Providing and laying cement concrete 1:3:6 (1-Cement : 3- 1.97 Cum 2965.76

coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

11 Providing and laying cement concrete work 1:2:4 (1- 3.00 Cum 3746.12

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in

(A) Foundations, footings, Base or columns and Mass

12 Providing and laying cement concrete work 1:2:4 (1- 0.69 Cum 3835.96

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in

(D) Columns, Pillars posts and struts upto floor two level.

13 Providing and laying cement concrete work 1:2:4 (1- 2.57 Cum 3835.96

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in

(B) Slabs, landing, shelves, Balconis , Lintels, Beams,

Girders and Cantilever upto floor two level.

14 Providing Fe-500D T.M.T. Bar reinforcement for RCC work 852.00 Kg. 76.21

including bending, binding and placing in position upto floor

two level for Ground Floor.

15 Providing and fixing FRP frame size 100 mm x 50 mm and 7.14 Sqm 2377.76

28 mm thick FRP shutter with depressed panel SHUTTER

having extra reinforcement on sides and edges and in GEL

coat finish. The core of shutter is to be filled up with

injected fibre extinguishing grade polyurethane foam done

in situ along with embedded wooden pieces for stiffening

and also for taking hinges and fixtures. The whole FRP

frame and shutter to be waterproof, weatherproof, termite

proof and resistance to alkali / mild acid resistance

including S.S. hinges with necessary screws and

alluminium fixtures and fastenings.

16 Providing and fixing standared extruded of alluminium 1.44 Sqm 1301.82

section of size 63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg /

Rmt with colour anodized alluminium frame with 5 mm thick

transparent bronze colour tinted float glass with colour

anodized alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for.window.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

17 Providing and fixing window having extruded aluminum 2.18 Sqm 1713.70

Colour anodized section frame main outer size 63.50 x

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two

track member size 61.85 mm x 31.75 mm x 1.20mm @

wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding

shutters of horizontal member size 40mm x 18mm x

1.29mm @ wt.of 456Kg/mt, vertical member of size 40mm

Kg/mt with 5 mm thick transparent ronze colour tinted float

glass with powder coated aluminum fittings and fixtures

and ransparent silicon sealant glass fixing to rame as per

details etc complete for window.lass as details etc

complete for.window.

18 Brick work using common burnt clay building bricks having 13.90 Cum 4051.78

crushing strength not less than 35 kg./Sq.Cm. in foundation

and plinth in Cement Mortar 1:5. (1- Cement

: 5 -fine sand)(B) Conventional.

19 Providing 15mm thick cement plaster in single coat on 55.00 Sqm 187.71

Rough (Similar)side of single or half brick walls for interior

plastering upto floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1-cement:3-sand).

20 20mm thick sand faced cement plaster on walls upto height 32.76 Sqm 329.29

10 metres above ground level consisting of 12mm thick

backing 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.

21 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 16.70 Sqm 1073.13

24'' in flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement :3-coarse sand )

finishing with flush pointing in white cement.

22 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 1.03 Sqm 1141.45

24'' in skrting risers of steps and dedo on 10mm thick

cement plaster 1:3 (1-cement : 3-coarse sand) and jointed

with white cement slurry.

23 Providing and laying white glazed tiles 6mm thick in flooring 3.39 Sqm 915.27

treads of steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing

with flush pointing in white cement.

24 Providing and layingCeramic tiles 6mm thick in skrting 29.00 Sqm 995.81

risers of steps and dedo on 10mm thick cement plaster 1:3

(1-cement : 3-coarse sand) and jointed with white cement

25 Providing and fixing concealed center point to wall ceiling & 95.00 Rmt 442.04

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete. [E] 40mm.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

26 Providing and fixing concealed center point to wall ceiling & 95.00 Rmt 249.72

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete. [C] 25 mm.

27 Providing and fixing concealed center point to wall ceiling & 60.00 Rmt 166.86

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.[A] 15 mm.

28 Providing and fixing wsh down water closet (European type, 1.00 No. 1303.71

W.C. Pan) with integral P or S trap including jointing the

trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine

sand) (Seal and cover to be measured and paid for

separately) (A) vitreous China Pattern (i) in white colour.

29 Providing and fixing washbasin with single hole for pillar tap 1.00 No. 1382.37

with C.I. or M.S. brackets painted white including sutting

holes and making good the same but excluding fittings. (A)

Vitreous China (ii) Flat Back washbasin 550 mm x 400mm

size (i) In white colour.

30 Providing and fixing Urinal or approved quality including 1.00 No. 1036.27

conecting the Urinal with waste pipe , tap etc. complete. (A)

White earthenware flat back or corner type size 430mm x

31 Providing and fixing screw down bib taps of following size 4.00 No. 186.83

(B) Brass chromium plated screw down bib tap 15 mm dia.

32 Providing and fixing chromium plated brass half turn flush 1.00 No. 420.63

cock of approved quality including fixing in pipe line etc.

complete. (ii) 25 mm. dia.

33 Providing and fixing PVC SWR Nahni trap IS 14735 for 2.00 No. 558.36

drain - 100 mm diameter with jali of the following nominal

diameter of self cleansing design with C.I scread down or

hinged grating including the cost of cutting and making

good the walls.

34 Providing and fixing S.W. gully trap with C.I. grating brick 4.00 No. 1292.19

masonry chamber and water tight C.I. cover with frame of

300mm x 300mm size (inside) with standard weight.(i)

Square mouth traps. (A) 100mm x 100mm size P type.

35 Providing and fixing in position cowl vent to pipes (ii) 5.00 No. 501.87

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

36 Providing, laying and jointing in true line and level 160 75.00 Rmt 831.22

diametre U.P.V.C (Type B) conforming to IS 13592-1992

with one end plain and 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 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.

37 Removing dry or oil bound distemper by a washing and 113.53 Sqm 10.99

scraping and sand papering the wall surface smooth

including necessary repairs to scratches complete.

38 Distempeing (Two coats) with oil bound distemper of 124.73 Sqm 71.90

approved brand and manufacture and of required shade on

wall surfaces to give an 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 sand papered

39 Wall painting (two coats) with plastic emulsion paint of 120.89 Sqm 78.90

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 smooth.

40 Applying two coats of putty & two coats of primerof 120.89 Sqm 40.59

approved brand and manufacture on new wall surface to

give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter

and sand papered smooth.

41 Constructing brick masonry chamber for underground C.I. 10.00 No. 3660.76

Inspection chamber and bends with briocks having

croshing strength not 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.(ii) Inside dimensions

500mm x 700 mm and 450mm deep for pipe line with one

42 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. 3.00 No. 958.17

size having weight not less than 35Kg.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

43 Providing Erecting and fixing double coated Syntex or 2000.00 Litre 3.95

equivalent PVC (ISI) mark water tank of reqd capacity each

with al necessary fittings & connection etc. comp on

44 Providing and fixing 35 mm thick shutters for Doors, 4.20 Sqm 4641.01

windows and clerestory windows including Indian teak

wood frames 10 cm x 7 cm. size including anodized

alluminium fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc,

complete. (i) Fully Glazed.

45 Providing and fixing pre-cast Rubber Dye / steel Dye inter 43.71 Sqm 685.42

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling and filling the joint

with sand in proper line and level as per guidlines of IRC :

SP 63-2018 etc. Complete.

46 Providing and fixing pre-cast concrete kerb stone of gray 11.75 Rmt 384.96

cement based concrete block 30cm length,30cm height

and 15cm thick of M200 grade concret as per approved

design and including excavation for fixing in proper line and

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

47 (i) Half brick masonry in common brunt clay building bricks 15.56 Rmt 599.84

having crushing strength not less than 35 Kg/Sq.Cm. in

Cement mortar 1:4 (1-Cement : 4 -coarse sand ) in

foundation and plinth (B) Conventional.

i.e. Rs. Five lakh sixty two thousand nine hundred fifty one and paise six only.

Deputy Executive

Divisional Accountant Officer Executive

I/We am/are willing to carry out the work @ ______________ % above/below percent

(Should be written in figures and words) of the estimated rate mentioned above. Amount of

my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the

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.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer Bharuch

City (R & B) Sub Division Bharuch (R & B) Division (R & B) Division,

Bharuch Bharuch Bharuch