Building

BILL OF QUANTITIES

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

1 Providing and fixing door having side hung double 9.00 One 2696.70

shutter having Marble door frame, with factory Sqm

made 25 mm. Thick flush door both side pre

laminated with lach lock as per detail colour & pattern

apporoved by this office including necessary fixtures

and fastenings.

2 Providing and fixing door having side hung single 4.00 One 2590.65

shutter having Marble door frame, with factory Sqm

made 25 mm. Thick flush door both side pre

laminated with lach lock as per detail colour & pattern

apporoved by this office including necessary fixtures

and fastenings.

3 Providing and fixing FRP frame size 100x50 mm and 5.00 One 2377.76

28mm thick FRP depress panel shutter having extra Sqm

reinforcement on sides & edges in Gel coat finish. The

core of the shutter & frame is to be filed up with

injected fire retardant grade 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 fixtures & fastenings & fastener

4 Providing and fixing standared extruded of 17.00 One 1525.00

alluminium section of size 63.5mm x 38.10mm x1.95 Sqm

mm (of Jindal section No. 4605, @ Wt. 1.094 Kg per

mt) with colour anodized alluminium frame for

Window with 3 mm thick frosted glass as details

5 Providing and fixing standared extruded of 1.10 One 1175.56

alluminium section of size 63mm x 38.10mm x 1.2mm Sqm

(Jindal Section :2434, @ Wt. 0.643 Kg/mt) with colour

anodized alluminium frame for ventilation with 3 mm

thick frosted glass as details etc complete for

6 Providing and Fixing polished marble stone with 29.00 One 2823.96

necessary moulding around Sill & Jamb of Doors Sqm

,Windows & Ventilation

7 Providing and fixing M.S grills of required pattern to 1150.00 One 113.12

Marble frames of windows etc.with M.S.flats at Kg

required spacing on frame all-round square or round

bars with rounded headed bolts and nuts or by screws

incl. Priming coat and Two coats of oil paintings

etc.comp. (a) Plain grill

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

8 Wall painting (three coats) with Plastic emulsion paint 600.00 One 125.40

of approved brands like Apex or equivalante and Sqm

manufacture on undecorated wall surfaces to give an

even shade including thorougnly brushinf the surface

free from mortar droppings and other foreign matter

and sand papered smooth.

9 Finishing wall with water proofing cement paint of 340.00 One 60.31

approved brand and manufacturand of of required Sqm

shade on wall surface (two coats) to give an even

shade after throughly brshuing the surface to remove

all dirt and remains of loose powdered materials.

10 Providing laying and jointing in true line and level 30.00 One 91.84

25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water Rmt

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.

11 Providing laying and jointing in true line and level 70.00 One 72.65

15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water Rmt

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.

12 Providing and fixing gun metal check or non return 3.00 One 420.63

full way wheel valve.(C) 25 mm dia. No.

13 Providing and fixing gun metal check or non return 3.00 One 186.83

full way wheel valve.(A) 15 mm dia. No.

14 Providing & fixing Chromium plated brass half turn 5.00 One 263.77

flush cock of approved quality including fixing in No.

pipe line etc. complete.(ii) 25 mm dia.

15 Providing and fixing 600 mm x 450 mm. bevelled 3.00 One 859.41

edge Mirror or superior glass mounted on 6 mm. thick No.

A. C. sheet or plywood sheet and fixing to wooden

plugs with C. P. Brass screws and washers.

16 Providing and fixing C.P.Brass Towel rail complete 3.00 One 616.42

with C. P. Brass brackets fixed to wooden plugs with No.

C. P. brass screw..(b) 600 mm x 20 mm size

17 Providing and fixing Brass screws down Bib tap 5.00 One 186.83

chromium plated of 15 mm dia. No.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

18 Providing and fixing PVC SWR Nahni trap IS 14735 4.00 One 586.27

for drain - 100 mm diameter with jali of the following No.

nominal diameter of self cleansing design with C.I

scread down or hinged grating including the cost of

cutting and making good the walls.

19 Providing & Laying , Jointing in true line and level 50.00 One 876.90

110 mm diameter UPVC ( Type-B ) conforming to IS Rmt

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 110 mm dia. X 149 mm length X

145 mm height at every 2000 mm center to center or

shall be concealed in walls as directed including

necessary fittings such as bends , shoes , etc. including

cost of all materials.

20 Supplying and fixing PVC water tank of ISI make 3000.00 One 3.95

including delivery at site, supply and fixing of inlet, Ltr

outlet, air vent overflow, Ball cock, drainage sleeves of

the specified size, with necessary neo-prene gasket /

packing / washers, GI washer & check nuts etc.

complete as directed on terrsce, loft in bathrooms etc

in any height. The rate shall include for fixing

additional accessories supplied by the supplier

21 Providing and fixing wash basin with single hole for 3.00 One 2377.98

pillars tap with C.I. or M. S. brackets painted white No.

incl. cutting holes and making good the same

including fixing M. I., fisher union of 40 mm. dia.,C.

P. Brass waste of 40 mm. dia,15 dia pillar tap and

brass screw down stop tap of 15 mm dia and etc.

complete.(A) Vitreous china (ii) flat back wash basin

550 mm x 400 mm size in white colour

22 Providing and fixing wash down water closet 1.00 One 1648.15

(european type,W.C.Pan with integral `P' or `S' trap No.

including jointing the trap with soil pipe in cement

mortar 1:1 (1 cement : 1 fine sand)(seat and cover

to be measured and paid seperately) with Black

plastic seat and cover for wash down water closet

with C.P.brass hinges and rubber buffers.

23 SUPPLY AND INSTALLATION OF ABC - 6 Kg. 1.00 One 1464.50

capacity as per IS Make Pro/ Red Bottle FIRE No.

24 SUPPLY AND INSTALLATION OF Co2 - 4.5 1.00 One 4292.50

Kg.capacity as per IS Make Pro/ Red Bottle FIRE No.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

25 Excavation for foundation upto 1.5 m - 3 m depth 20.00 One 170.50

including sorting out and stacking of useful materials Cum

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

26 Excavation for Foundation upto 1.5 m depth including 62.00 One 122.94

Sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto 50 M. Lead.(a)

Loose or Soft soil.

27 Providing and laying cement concrete 1:3:6 (1-Cement 16.70 One 3095.25

: 3- coarse sand : 6- hand broken stone aggregates 40 Cum

mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and plinth

28 Providing and laying ordinary cement concrete 1:2:4 2.20 One 8518.15

(1- Cement 2- coarse sand : 4- graded stone aggregates Cum

20 mm nominal size) for R.C.C lintel including

finishing smooth with,curing etc. complete including

the cost of formwork but excluding the cost of

29 Providing and laying Controlled cement concrete 19.00 One 4944.59

M.250 work with curing etc. complete including the Cum

cost of formwork but excluding the cost of

reinforcement for R.C.C. work in for Foundation

footing base of columns.

30 Providing and laying controlled cement concrete 15.00 One 8187.44

M.200 work with curing etc. complete including the Cum

cost of formwork but excluding the cost of

reinforcement for R.C.C. work in for BEAMS

31 Providing and laying controlled cement concrete 12.00 One 8910.57

M.250 and curing etc. complete including the cost of Cum

formwork but excluding the cost of reinforcement for

R.C.C. work in for COLUMNS

32 Providing and laying controlled cement concrete M- 20.80 One 8898.84

200 work with curing etc. complete including the Cum

cost of formwork but excluding the cost of

reinforcement for R.C.C. work in for Slab for All floor.

33 Providing T.M.T FE 500D bar Reinforcement for 7500.000 One 77.29

R.C.C work including bending binding and placing in Kg

position complete up to floor two level.

34 Filling in plinth with sand under floors including 17.00 One 481.80

watering ramming, consolidating and dressing Cum

35 Filling in foundation and plinth with murrum or 59.00 One 301.78

selected soil in layers of 20cm. thickness including Cum

watering, ramming and consolidating etc. completed.

36 Filling available excavated earth (excluding rock ) in 55.00 One 136.92

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

37 Brick work using common burnt Clay building bricks 21.00 One 4214.33

having crushing strength not less than 35 kg / sq.cm Cum

in foundation and plinth in Cement mortar 1:6 (1

Cement : 6 fine sand) (b) Conventional

38 Brick work using common burnt Clay building bricks 64.00 One 4496.05

having crushing strength not less than 35 kg / sq.cm Cum

in super structure above plinth level up to floor two

level in Cement mortar 1:6 (1 Cement : 6 fine sand) (b)

39 Half brick masonary in common burnt Clay building 49.00 One 750.76

bricks having crushing strength not less than 35 kg / Sqm

sq.cm in in C.M 1:3 (1 Cement : 3 coarse sand) in with

2 nos. of 6 mm dia.mild steel round bars after every

three coarse embedded in cement mortar in super

structure above plinth level up to floor two level

40 Providing & Laying 24" x 24" Vitrified 8 mm thick tiles 70.00 One 1467.72

Flooring over 20 mm (average) base of Cement Mortar Sqm

1:6 (1 Cement: 6 Coarse Sand) on new surface or fixing

on exiting flooring by adhesive material including

jointed with colour cement slurry including finishe

with flush pointing & cleaning the surface etc.

41 Providing and laying polished Kota stone slab 100.00 One 1019.39

flooring over 20mm (Average) thick base of cement Sqm

mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 laid

over and jointed with grey cement slurry mixed with

pigment to match the shade of slab including rubbing

and polishing etc. complete.(A) 25mm thick

42 Providing and laying polished kota stone slab 25mm 25.00 One 1109.07

thick in risers of steps, Skirting , Dedo and pillars laid Sqm.

on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse

sand) and jointed with gray cement slury mixed with

pigment to match the shade of slab including rubbing

and polishing etc. complete.

43 Providing and laying cement concrete 1:2:4 (1- 2.60 One 6693.29

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

20 mm nominal size) for reinforced concrete Chhajjas

not exceeding 10cm. thickness upto floor two level

including finishing the exposed surfaces with cement

mortar 1:3 (1-cement, 3 Fine sand) to give a smooth

and even surface centering and formwork and curing

complete excluding cost of reinforcement.

44 Providing and laying cement concrete work 1:2:4 (1- 3.00 One 7485.11

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

20 mm nominal size) and curing complete including

cost of formwork and reinforcement for reinforced

concrete work in (E)Staircases including landing upto

floor two level

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

45 Providing and laying cement concrete 1:2:4 (1- 1.30 One 3805.29

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

aggregates 20 mm nominal size) and curing complete

(A) Foundation and Plinth

46 Providing & Laying Ceramaic Flooring Tiles in 34.00 One 1090.32

Skirting, Risers of Steps & dado on 10 mm thick Sqm

Cement Plaster 1:3 (1Cement:3 Coarse Sand) & Jointed

with white cement slurry

47 Providing 15mm thick cement plaster in Two coat on 430.00 One 248.72

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

interior plastering upto floor two level and finished

even and smooth in finishing with a floating coat of

neat cement slurry (ii) Cement mortar 1:4 (1-cement :4-

sand) & Providing 10 mm x 10 mm Groove at

junction of Structural member etc. complete.

48 Providing 10 mm thick cement plaster in Two coat on 31.00 One 205.97

fair side Brick/Concrete walls for interior plastering Sqm

on ceiling and soffits of stair upto floor two level

finished even and smooth and finishishing with

floating coat of neat cement slurry & Providing 10 mm

x 10 mm Groove at junction of Structural member (1)

Cement Mortar 1:4 (1 Cement : 3 sand)

49 20 mm thick Sand faced cement plaster on wall upto 340.00 One 342.41

height 10 mts.above ground level consisting of 12 mm Sqm

thick backing coat of C.M 1:3 (1 cement : 3 sand )and

mm thick finishing coat of C.M 1 : 1(1 cement : 1 Sand)

50 Providing and fixing water closet squatting pan 1.00 One 1464.39

(Indian type W.C.Pan) size 580 mm. vitereous china No

long pattern white colour 100 mm. size P or S trap

with jointing the trap with the pan & soil pipe in C. M.

1:1 and fixing a pair of footrest of size 250 mm. x

mm. x 30 mm., in C. M. 1:3 fixing and G. I. Inlet

connentions for flush pipe with W.C.PAN etc. comp.

51 Providing and fixing S.W Gully trap with C.I grating 5.00 One 1246.92

brick masonary chamber and water tight C.I.cover No

with frame of 300 mm x 300 mm size (inside) with

standard weight. (i)Square mouth traps.(B) 150 mm x

100 mm size -P or R type.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

52 Constructing brick masonary chamber for 1.00 One 2932.93

underground C. I. Inspection chamber and bends with No

bricks having crushing strength not less than

35kg./sq. cm. In C. M. 1:5 C.I. Cover with frame

(lightn duty) 455 x 610 mm internal dimensions. Total

wt. of cover with frame to be not less than 38kg.

(weight of cover 23 kg. & wt. of frame 15kg.) R. C. C.

top slab with 1:2:4 (1 cement :2 coarse sand :4 graded

stone agg. 20 mm. nominal size) foundation concrete

1:5:10. Inside plaster 15 mm thick with C. M. 1:3

finished smooth with a floating coat of neat cement on

wall & bed concrete etc. comp. (i) inside dimensions

455 x 610 mm. x 450 mm. deep for single pipe line.

53 Providing septic tank of inside dimensions as Directed 1.00 One 26745.81

by incharge with brick masonary of CM 1:6 the No

foundation floor with 1:5:10 B.B.C.C. finished with

mm C.P. in C.M. 1:4 root cover of R.C.C. slab incl.

connection pipe from inlet and outlet etc.comp.

54 Providing and laying broken chine mosaic 80.00 One 779.70

flooring for terrace using 12 mm to 20 mm broken Sqm

pieces of glazed tiles to be laid over cement mortar

1:3 to 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.

55 Contructing A ground level sump for storage a 1.00 One 25157.08

drinking Water with monoblock motor pump set No

with wooden box cover for motor etc. com.

56 Providing sock pit of 5.00 Cu.M. Volume including 1.00 One 3457.27

excavating and filling brickbats with dry masonry No

work at top for 45cm. height including covering the

top with stone including providing vatas in C.M. 1:3

with finishing curing etc. complete as directed.

Twenty Seven Lakh Fifty Nine Thousand Two Hundred Seventy Five Rupees And

Seventy Three Paisa

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

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

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 Panchayat R&B Division

Visavadar Junagadh