Construction of Public Library at Village Bavli, Ta.:- Dhrangadhra, Dist.:- Surendranagar

Name of work : Construction of Public Library at Village Bavli, Ta.:- Dhrangadhra, Dist.:- Surendranagar

BILL OF QUANTITIES

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

No. reference to book of Specification)

1 Clearing and grubbing road land including uprooting 0.05 Hect. 80243.79

rank vegetation grass bushes, shrubs, sapling and trees

girth upto 300mm removal of stumps of trees cut earlier

and disposal of unserviceable materials (A) By manual

means in area of light jungle

2 Excavation for foundation up to1.5m depth including 61.20 Cu.M. 203.82

sorting out and stacking of useful material sand

disposing off the excavated stuff upto 50 Meter lead. (A)

Loose or soft soil.

3 Excavation for foundation upto 1.5 m depth 8.80 Cu.M. 261.73

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead. (B) Dense or Hard soil

4 Providing and laying Ordinary cement concrete M-150 16.20 Cu.M. 3837.03

for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete working (A) Foundations, footings, Base of

columns and Mass concrete.

5 Providing and laying Ordinary cement concrete M- 5.70 Cu.M. 4889.61

250 and curing complete including the cost of form

work but including the cost of reinforcement for

reinforced concrete work in foundation footings, base

of columns and mass concrete.

6 Providing and laying Ordinary cement concrete M- 4.30 Cu.M. 8524.80

250 and curing complete including the cost of form

work but excluding the cost of reinforcement for

reinforced concrete work in Columns upto plinth level.

7 Filling available excavated earth(excluding 38.10 Cu.M. 130.39

rock) in trenches. plinth, sides of foundations etc. in

layers note exceeding 20cm. in depth consolidating

each disposited layer by ramming and watering.

8 Providing and laying Ordinary cement concrete M- 20.10 Cu.M. 6176.75

250 and curing complete including the cost of form

work but excluding the cost of reinforcement for

reinforced concrete work in Plinth & G.L. BEAMS.

9 Filling in foundation and plinth with murrum or 189.00 Cu.M. 282.02

selected soil in layers of 20cm. thickness

including watering, ramming and consolidating

10 Providing TMT Bar FE 500D reinforcement for R.C.C. 6800.00 Kg. 76.21

work including bending, binding and placing in position

complete upto floor two level.

11 Providing and laying cement concrete 1:3:6 (1- Cement : 3- 1.00 Cu.M. 3974.36

Coarse sand : 6- crushed stone aggregates 20 mm

nominal size) and curing complete including cost of

formwork in (A) Wall Caps / Coping

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

No. reference to book of Specification)

12 Carring out plinth treatment to post construction / 97.50 Sqm 56.63

existing structure by spraying chemical solution for

termite control treatment in cluding labour and

material consistment with I.S.I. specification. Using

Chlordene and Chiorpurfiles 20 EC. As Per 6131 paret-

II consentration weight one percent is recommended

i.e one litre 20 EC chemical emulsion with 19 liter give

1% concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre chemical/Sqm

of surface is recommended as per I.S

13 Brick work using common Brunt clay building 4.40 Cu.M. 4021.02

bricks having crushing strength not less than

Kg./Sq.cm.. In foundation and plinth in cement

mortar 1:6 (1cement : 6 fine sand) (b) Conventional

14 Brick work using common Brunt clay building 31.00 Cu.M. 4289.32

bricks having crushing strength not less than

Kg./Sq.cm. In super structure above plinth level

upto floor two level in cement mortar 1:6 (1cement

: 6 fine sand)(b) Conventional (Ground Floor)

15 Providing and laying Ordinary cement concrete M- 1.00 Cu.M. 7424.10

200 and curing complete including the cost of form

work but excluding the cost of reinforcement for

reinforced concrete work in Lintels Ground Floor.

16 Providing and laying Ordinary cement concrete M- 0.40 Cu.M. 8046.87

200 and curing complete including the cost of form

work but excluding the cost of reinforcement for

reinforced concrete work in Chhajjas including

finishing the exposed surfaces with cement mortar

1:3 (1cement : 3 fine sand) to give a smooth

surface (Flat / Round shape as per drawing)

17 Providing and laying Ordinary cement concrete M- 12.10 Cu.M. 5457.53

200 and curing complete including the cost of form

work but excluding the cost of reinforcement for

reinforced concrete work in Slab Ground Floor.

18 Brick work using common Brunt clay building bricks 4.40 Cu.M. 4329.81

having crushing strength not less than

35Kg./Sq.cm. In super structure above plinth level

upto floor two level in cement mortar 1:6 (1cement :

6 fine sand) (b) Conventional (F.F.)

19 Providing and fixing two side hung shutters with 11.80 Sq.Mt. 6058.38

both side prelaminated Factory Pressed 35 mm

thick Flush Door of natural wood grain shade as

approved by this office with T.W. moulding strip on

all side & Frame 15 x 7.5 Cm Size. etc complete

including three coats of oil painting with primer coat of

approved manufacture and shade as directed.

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

No. reference to book of Specification)

20 Providing and fixing One side hung shutters with 4.50 Sq.Mt. 7521.26

both side prelaminated Factory Pressed 35 mm

thick Flush Door of natural wood grain shade as

approved by this office with T.W. moulding strip on

all side & Frame 15 x 7.5 Cm Size. etc complete

including three coats of oil painting with primer coat of

approved manufacture and shade as directed.

21 Providing and fixing ventilators with 12cm x 5cm 1.10 Sq.Mt. 4476.01

size Indian teakwood frame with 5mm thick figured

glass lowers fixed in to heavy gauge aluminum channel

having 1.2 cm x 1.2 cm horizontal 12mm dia M.S.

safety bars at 10 cm C/C. between louvers including

one primer coat and two coats of approved oil

paints with necessary aluminum fixtures and

fastenings as per detailed drawings.

22 Providinfg and fixing Safety grills of required 610.00 Kg. 107.36

pattern for windows / Door using 12 mm dia M.S

polished bars and Rectangular CRC pipes of size

x 30 x 2mm at required spacing as per design

and hold fasting with coach bolts including one

coat of primer and two coats of mattfinished oil

painting etc complete.

23 Providing and laying 24" X 24" Vetrified 8mm thick 85.70 Sq.Mt. 1397.82

tile flooring over 20mm (ave) base of C.M. 1:6 on new

surfac or fixing on existing flooring by adhesive

material incl. dismentaling of existing flooring and

jointed with colour cement-slurry incl. finished with

flush pointing & cleaning the surface etc. comp. (

80% Vitrified Glossy & 20% Antiskid, Johnson /

Nitco / Kajaria/ Somani or equivalent )

24 Providing and laying white / colour glazed tiles 6 20.00 Sq.Mt. 857.41

mm thick in flooring, treads of steps and landing

laid on a bed of 12 mm thick cement mortar 1 :

(1 cement : 3 coarse) sand finished with flush

pointing in white cement

25 Providing and laying Mirror polished Granite stone slab 18.00 Sq.Mt. 2754.77

18 mm (Average) thick for For Doors / WIndows

cill & Jams Clading as per design incl. Half moulded

round edges on 10 mm thick cement mortar 1:3 (1 -

cement : 3 coarse sand ) jointed with grey

cement slurry including rubbing and polishing

26 Providing 15mmthick cement plaster in single coat 261.10 Sq.Mt. 186.12

on fair side of Brick/concrete walls for interior

plastering upto floor two level and finished even and

smooth in (I)cement mortar 1:3 (1 cement:3 sand)

.Upto floor two level

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

No. reference to book of Specification)

27 20 mm. Thick sand faced GUTAKA FINISHED cement 219.20 Sq.Mt. 356.42

plaster on walls upto All height above ground

level consisting of 12 mm. Thick backing coat of c.m.

1:3 (1 cement : 3 sand) and 8 mm. Thick finishing coat

of c.m. 1:1 (1 cement : 1 sand) including making

groove 6 mm wide and 8 mm deep as approved

pattern etc. complete as directed.

28 Wall painting (three coats) with plastic emulsion 261.10 Sq.Mt. 119.42

paint of approved brand and manufacture on wall

surfaces to give an even brushing the surface

free from mortar droppings and other foreign

matter and sand papered smooth.

29 Finishing wall with weather proof exterior 219.20 Sq.Mt. 114.53

emulsion paint on wall surface (two coats) to give an

required shape even shade after thoroughly

brushing the surface to remove all dirt, and

remains of loose powdered materials etc complete

30 Providing laying and jointing in true line and level 35.00 Rmt. 148.11

following dia. U.P.V.C. Pipe(SCH -40) line including

fittings make or equivalent as approved by

Engineer In charge. Pipe shall be fixed on the wall

with the help of clamp at every two meter 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. (D) 40 mm

31 Providing laying and jointing in true line and level 35.00 Rmt. 91.83

following dia. U.P.V.C. Pipe (SCH -40) line

including fittings make or equivalent as approved

by Engineer In charge. Pipe shall be fixed on the

wall with the help of clamp at every two meter 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. (B) 25 mm

32 Providing laying and jointing in true line and level 15.00 Rmt. 72.64

following dia. U.P.V.C. Pipe(SCH -40) line including

fittings make or equivalent as approved by

Engineer In charge. Pipe shall be fixed on the wall

with the help of clamp at every two meter 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. (A) 15 mm

33 Providing and fixing Heavy Handle valve of aprroved 5.00 Nos. 319.76

brand & follwing internal dia of Brass including

fixing in pipe lines etc.complete (C) 25 mm Dia

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

No. reference to book of Specification)

34 Providing and fixing Heavy Handle valve of aprroved 1.00 Nos. 747.19

brand & follwing internal dia of Brass including

fixing in pipe lines etc.complete (E) 40 mm Dia

35 Providing laying and jointing in true line and level 6.00 Rmt. 835.14

110 diameter U.P.V.C. SWR Type B pipe confirming to IS

13592- 1992 with one end plain and other end

socketed with rubbering, & fitting 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 diameter x

149 mm length x 145 mm high at every 2000 mm centre

to centre 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

36 Providing and fixing PVC SWR Nahni Trap IS 14735 3.00 Nos. 558.35

for drain - 100 mm diameter with jali of the following

nominal diameter of self cleansing design with C.I.

screwed down or hinged grating including the cost of

cutting and making good the walls.

37 Providing and fixing Screw down Quarter turn bib 3.00 Nos. 186.82

taps of following size (A) Brass chromium plated

screw down Bib tap (I) 15 mm dia

38 Providing and fixing C.P. bib cock 15mm φ heavy 3.00 Nos. 400.57

duty with cap (Plumber, Mark, Esco equivalent

39 Provision and fixing water closet squatting orissa 3.00 Nos. 2326.73

type W.C. pan size 580mm integral footrest and

mm P or S trap and in cluding 25 mm dia CP brass

flush valve and GI inlet connection etc. comp. (A)

Vitreous china long pattern white or color

(Hindustan, Cera, Parryware or equivalent)

40 Providing erecting and fixing double coated 1000.00 Liter 3.94

Syntex or equivalent PVC. (ISI) mark water tank

of reqd capacity each with all necessary fittings &

connection etc. comp on terrace.

41 Providing and fixing S.W. Gully trap with C.I. 3.00 Nos. 1246.91

Grating brick masonary chamber and water tight C.I.

Cover with frame of 300 mm. X 300 size (inside) with

standard weight (I) Square mouth traps (C) 150 mm. X

100 mm size P or R type

42 Providing and fixing Soap dish (A) C.P. brass with C.P. 3.00 Nos. 813.05

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

No. reference to book of Specification)

43 Providing and Fixing Wooden VIP reading Table Unit of 5.00 Nos. 11615.00

size 2.00 x 0.75 x 0.75 mtr with using 19mm thick W.P.

plywood in sandwitched pattern to make the edges of

the unit to be 38mm thick with 4.0mm thick imported

decorative veneer with two drawers made by

19mm thick W.P. plywood telescopic channels and

drawers fronts to be cladded with 6.0mm thick corain

sheet with 50 x 50mm square S.S. pipe legs with teak

wood batons and with other necessary fixtures and

fastening incl. of melamine polishing work etc. complete

or as directed as per drawing.

44 Providing and Fixing Wooden VIP Writing Table Unit of 1.00 Nos. 8080.00

size 1.00 x 0.60 x 0.75 mtr with using 19mm thick W.P.

plywood in sandwitched pattern to make the edges of

the unit to be 38mm thick with 4.0mm thick imported

decorative veneer with two drawers made by

19mm thick W.P. plywood telescopic channels and

drawers fronts to be cladded with 6.0mm thick corain

sheet with 50 x 50mm square S.S. pipe legs with teak

wood batons and with other necessary fixtures and

fastening incl. of melamine polishing work etc. complete

or as directed as per drawing.

45 Providing and supplying revolving chair as 41.00 Nos. 2525.00

directed by engineer in charge.

46 Providing and fixing C.I. Manhole cover 0.60 m x 0.45m 1.00 Nos. 958.16

size having weight not less than 35Kg

47 Providing, laying and fixing of book storage rack as 4.00 Nos. 11918.00

per directed engineer incharge.

48 Providing, laying and fixing alluminium section with 8.00 Sqm 2608.22

coated for reception area as per directed engineer

49 Point wiring for Light / Fan/Bell/ Primary Point with 2- 18.00 Point 336.63

1.5 sq. mm and earthwire of 1.5 sq. mm (green) both are

of ISI marked 1.1 kv grade FRLS PVC insulated

multistrand copper wires, in following type of pipe to be

erected concealed in /flushed on wall/ceiling,

complete with 6A Tissino Type ISI marked flush type

switch/bell push and accessories erected on

Metal/PVC Box covered with 3mm thick

PC(Polycarbonet) /Acrylic sheet. with necessary Lamp

holder/ceiling rose /H.D.Connector as directed. (a) with

medium class Rigid PVC pipe and accessories

50 Point wiring for looped PLUG with tissino type single 2.00 Point 153.01

pole ISI marked Switch and Socket erected with

necessary connections erected on wooden /Metal/PVC

Box covered with 3 mm thick PC(Polycarbonet)

/Acrylic sheet for open / concealed wiring for

following size. [B] For 16 Amp.

51 Rigid PVC pipe 3/4'' size. 80.00 Mtr. 23.46

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

No. reference to book of Specification)

52 Supplying and erecting XLPE (IS:7098)(1)-88 ISI 80.00 Mtr. 132.61

unarmoured copper cable 1.1 KV grade to be erected

as directed of following size. (E) 3 core 2.5 Sq. mm

53 Approved make Double Pole Plastic Switch and fuse 1.00 Each 153.01

250V., 30A confirming to IS erected on Polished

wooden block as directed.

54 Supplying and erecting Fan Hook of 10 mm M.S. Round 7.00 Each 51.00

bar grouted in RCC slab with Making the site

55 Providing and erecting Approved make Ceiling fan 7.00 Each 1734.17

with double ball bearing ISI mark with condenser A.C.

230V.50 c/s.1200 mm. sweep complete, canopy and

30 cms. down rod erected on existing hook or clamp

with 24/0.2, 3 core flexible wire with earthing. [Make

shall be approved by Engineer in charge]

56 Pipe type earthing having 150 cms.long and 2.5 cms. 1.00 Each 438.64

dia. galvanised iron pipe with coupling and buch

buried in specially prepared earth pit complete with

necessary 8 SWG earth wire.

57 Providing and Fixing Power saver CFL lamp direct 3.00 Each 121.20

holder fitting 5-W

58 Providing and Fixing T-5 20 - W LED 10.00 Each 382.53

Rs. Eight Lacs Thirty Four Thousand Six Hundred Sixteen and Forty Paisa Only.

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

* 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

Dhrangadhra Surendranagar