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 Excavation for foundation upto 1.5 m depth including 204.00 One 157.16

sorting out and stacking of useful materials and Cum

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

2 Excavation for foundation upto 1.5 m depth including 68.00 One 268.92

sorting out and stacking of useful materials and Cum

disposing off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

3 Excavation for foundation upto 1.5 m depth including 68.00 One 276.24

sorting out and stacking of useful materials and Cum

disposing off the excavated stuff upto 50 Meter

lead.(D) Soft rock not requiring Blasting

4 Providing and laying cement concrete 1:4:8 (1- 88.00 One 2769.69

Cement : 4- coarse sand : 8- hand broken stone Cum

ggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and

5 Providing and laying cement concrete 1:3:6 (1- 17.20 One 4152.60

Cement : 3- Coarse sand : 6- crushed stone aggregates Cum

20 mm nominal size) and curing complete including

cost of formwork in (A)Wall Caps / Coping

6 Providing and laying ordinary cement concrete 1:2:4 8.80 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

7 Providing TMT Bar FE 415 reinforcement for R.C.C. 12.045 One 68326.50

work including bending, binding and placing in MT

position complete upto floor two level

8 Filling in plinth with sand under floors including 76.92 One 481.80

watering ramming, consolidating and dressing Cum

9 Filling in foundation and plinth with murrum or 176.00 One 301.78

selected soil in layers of 20cm. Thickness including Cum

watering, ramming and consolidating etc. complete.

10 Providing and laying cement concrete 1:2:4 (1- 4.80 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.

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

No. reference to book of Specification) Figures

11 Providing and laying ordinary cement concrete 1:2:4 28.00 One 10469.21

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

20 mm nominal size) and finishing smooth

with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in (B) COLUMNS: (ii) Having cross-

sectional area more than 0.08 Sq.M and upto 0.18 Sq.M

12 Providing and laying ordinary cement concrete 1:2:4 7.52 One 7665.60

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

20 mm nominal size) and finishing smooth

with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in (A) BEAMS :(ii) Having crosssectional

area more than 0.08Sq.M and upto 0.12 Sq.M

13 Providing and Laying ordinary cement concrete 1:2:4 52.00 One 6888.15

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

20 mm nominal size) and finishing smooth with

curing etc. complete including the cost of formwork

but excluding the cost of reinforsement for R.C.C

work in (iii) Slabs having more than 10 cm and upto

13 cm. thickness

14 Providing & laying ordinary C.C. 1:2:4 (1 cement: 2 5.60 One 6858.71

coarse sand: 4 graded stone aggregate of 20 mm Cum

nominal size) and finishing smoothe with curing etc.

Complete including cost of form work but excluding

cost of reinforcement. for R.C.C. work in (E) Staircase.

15 White Stone Bela mesonry block in course in 275.08 One 6507.95

superstructure with stone of approved quality in Lime Cum

Mortar 1:5 (1- Cement :5- course sand) including

packing the joints etc. complete.

16 White Stone Bela mesonry block in course in 194.00 One 6479.69

superstructure with stone of approved quality in Lime Cum

Mortar 1:6 (1-Cement : 6- course sand) including

packing the joints etc. complete.

17 Providing and Fixing Machine cut, free edges, 98.28 One 2454.70

machine polished Granite stone slab 18 mm thick for Sqm

Doors/Windows Cill and Jambs cladding as per

design including edge finished and 1 cm nosing and

laid on 10 mm thick cement mortar 1:3 ( 1 cement:3

coarse sand) jointed with grey cement slurry

including rubbing and polishing finishing etc

18 20mm thick sand faced cement plaster on walls upto 945.60 One 342.41

height 10 metres above ground level consisting of Sqm

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. complete.

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

No. reference to book of Specification) Figures

19 Providing 15mm thick cement plaster in single coat on 1549.60 One 195.42

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

interior plastering upto floor two level and finished

even and smooth in (i) Cement mortar 1:3 (1-cement:3-

20 P & L 24" x 24" vitrified 8 mm thick tile flooring over 383.20 One 1264.41

20 mm (average) base of cement mortar 1:6 ( 1 cement: Sqm

6 coarse sand) on new surface or fixing on existing

flooring by adhesive material including dismentaling

of existing flooring and jointed with color cement

slurry including finised with flush pointing &

cleaning the surface etc. complete for light shade

21 Providing and laying white glazed tiles 6mm thick 17.60 One 868.55

inflooring treads of steps and landing laid on a bed of Sqm

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

sand ) finishing with flush pointing in white cement.

22 Providing and laying white glazed tiles 6mm thick 69.20 One 1127.48

inskrting risers of steps and dedo on 10mm thick Sqm

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

jointed with white cement slurry

23 Providing and fixing wash down water closet 4.00 One 1356.81

(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) (Seal and cover to

be measured and paid for separately)(A) vitreous

China Pattern :(i) in white colour

24 Providing and fixing PVC SWR Nahni trap IS 14735 8.00 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.

25 Constructing brick masonry chamber for 8.00 One 2932.93

underground C.I. Inspection chamber and bends with No

bricks having crushing 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.(i)

Inside dimensions 455mmx610mm and 450mm deep

for single pipe line.

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

No. reference to book of Specification) Figures

26 Providing and fixing washbasin with single hole for 4.00 One 1684.95

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

including sutting holes and making good the same

but excluding fittings.(A) Vitreous China:(ii) Flat Back

washbasin 550 mm x v 400mm size. (i) In white

27 Providing and fixing standared extruded of 3.20 One 1175.56

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

@ Wt. 0.643 Kg/mt with colour anodized alluminium

frame for ventilation with 5mm thick frosted glass as

details etc complete for Ventilation

28 Providing laying and jointing in true line and level 60.00 One 91.84

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

including fittings 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 concealed as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

29 Providing laying and jointing in true line and level 40.00 One 72.65

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

including fittings 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 concealed as

directed including necessary fittings etc. including

testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all

30 Providing and fixing screw down bib taps of 8.00 One 186.83

following size.(A) Brass screw down bib tap polished No

bright. (i) 15mm dia.

31 Providing sock pit of 5.00 Cu.M. Volume including 4.00 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.

32 Providing BB Masonry Septic Tank Inside 3.0 mX 1.00 4.00 One 28978.22

X1.20m Including Excavation BBCC 1:5:10 Concrete at No

bed, 0.23mm thick BB masonry wall in Cm 1.6 all

round, 0.115 mt thick two partition wall set equal

distance in cm 1:4 cement plaster CM 1:3 RCC top slab

of CC 1:2:4 (0.10mm thick) two Nos. of CI cover of

0.60 X 0.45m size having weight not less than 35kg

curing finishing etc comp

33 Providing erecting and fixing double coated ISI water 4000.00 One 3.95

tank of required capacity each with all necessary Ltr

fittings and connection etc. complete on terrace

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

No. reference to book of Specification) Figures

34 Providing and fixing M.S. grills of required pattern to 1128.00 One 123.42

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

spacings and frame alround, square or round bars

with round headed bolts and nuts or by

screws.including a coat of priming & two coats of oil

35 Providing and fixing 20cm X 15cm X 2.5 cm thick year 4.00 One 279.69

plate of marble stone set in C.M. 1:4 including No

finishing and engraving letters etc. complete

36 Providing and fixing window having extruded 50.40 One 1713.70

aluminum Colour anodized section frame main outer Sqm

size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt,

horizontal two track member size 61.85 mm x

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

Kg/mt with sliding shutters of horizontal member

size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,

vertical member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm

thick transparent bronze colour tinted float glass with

powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per

details etc complete for window.

37 Providing and laying broken chine mosaic flooring for 436.56 One 779.70

terrace using 12 mm to 20 mm broken pieces of glazed Sqm

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

38 Providing and fixing stainless steel railing for ramp 36.00 One 2559.85

having one side two hand rail 90cm height and of 32 Rmt

mm dia and baluster 25 mm dia at 60cm C/C and

horizontal pipe of 20 mm dia. as per design and SS

having 304 grade including astening, hold fast,

clumps coach bolts etc. comp. and other side two

hand rail of 32 mm dia fixed on wall using 25 mm dia

supports at 60cm C/C as per design and SS having

304 grade and 18 gauge pipe including astening, hold

fast, clumps coach bolts etc. comp as directed by

engineer in charge

39 Providing and fixing stainless steel railing (modular 36.00 One 2057.07

type) having hand rail 90cm height and of 50mm dia Rmt

and baluster 32mm dia at 90cm C/C and 3 horizontal

pipe of 20 mm dia. At required spacing as per design

and SS having 304 grade and including astening, hold

fast, clumps coach bolts etc. comp

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

No. reference to book of Specification) Figures

40 Providing and fixing 35mm thick factory made 39.20 One 2152.31

moulded door shuter consisting of solid core single Sqm

leaf flush door of 30mm thickness, lipped with 15mm

(5mm x 3) thick x 30mm width on one stiles and top

rail and 10mm (5mm x 2) thick x 30mm width on the

other stiles and bottom rails. The inner panel

laminated with 2mm thick termite proof, water proof

and fire resistant moulded PVC sheet with 2,4,6 raised

panel design in different plain and /or prelim colours

on one side after routing the moulded design on flush

door and 2mm plain and/or prelim PVC sheet on

other side using rubber adhesive on flush door and

solvent cement adhesive on the PVC liping etc.

complete as per direction of Engineer in charge,

manufacture’s specification and drawing.

41 Finishing wall with weather proof exterior emulsion 945.60 One 120.26

paint on wall surface (two coats) to give an required Sqm

shape even shade after thoroughly brushing the

surface to remove all dirt, and remains of loose

powdered materials.etc complete

42 Distempeing (Two coats) with oil bound distemper of 1549.60 One 75.68

approved brand and manufacture and of required Sqm

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 smooth.

43 Providing and fixing to wall ceiling and floor 10.0 Kg. 60.00 One 339.05

F/Cm2 working pressure poluthene pipes of the Rmt

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and

floor.(G)110 mm

44 Providing and fixing to wall ceiling and floor 10.0 Kg. 40.00 One 280.23

F/Cm2 working pressure polythene pipes of the Rmt

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(F)

45 Providing and fixing S.W. gully trap with C.I. grating 4.00 One 1292.19

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

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

standard weight.(i) Square mouth traps. (A) 100mm x

100mm size P type

46 Providing and fixing Urinal of approved quality 4.00 One 1631.88

including connection with trap and with integral No

longitudinal flush pipe.(A) Squating plate pattern

white earthenware 550mm x 300mm.

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

No. reference to book of Specification) Figures

Seventy Nine Lakh Thirty Six Thousand Three Houndred Fifteen And Thirty 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………………….………………

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

Junagadh-1 Junagadh