Vikasshil Taluka 2023-24 Construction of Aanganwadi Kendra at Village Umja Ta. Kukarmunda Di.Tapi

NAME OF WORK :- Construction of Aanganwadi Kendra at Village Umja Ta. Kukarmunda Di. Tapi

BILL OF QUANTITY.

Percentage Rate Tender

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 22.35 Cum. 262.52

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(C) Hard

2 Excavation for foundation for depth from 1.5 m to 3.0 m 3.69 Cum. 291.10

including sorting out and stacking of useful materials and

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

Soft rock not requiring Blasting

3 Filling available excavated earth (excluding rock in 10.42 Cum. 133.66

trenches plinth, slides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each deposited

layer by ramming and watering)

4 Filling in foundation and plinth with murrum or selected 11.58 Cum. 296.30

soil in layers of 20cm thickness including watering

ramming and consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (1- Cement : 0.71 Cum. 3786.47

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth (more than

6 Providing and laying controlled cement concrete M.250 3.68 Cum. 4690.34

and curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

concrete. (more than

7 Providing and laying controlled cement concrete M-250 1.13 Cum. 8848.12

and curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete

work for Column upto plinth level.

8 Providing and laying controlled cement concrete M.250 2.13 Cum. 6412.67

and curing complete the cost of formwork but excluding

reinforcement for reinforced concrete work in (D)

Columns, Pillars posts and struts, upto floor two level.

(more than 10 ton

9 Brick work using common burnt clay building brick 0.92 Cum. 4121.55

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

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

fine sand) (B) Conventional

10 Providing and laying cement concrete 1:2:4 (1- Cement : 2.10 Cum. 3786.47

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth (more than

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

11 Providng TMT bars renforcement of FE 500/500D for 3099.42 kg 77.29

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

position complete for all floor.

12 Providing and laying controlled cement concrete M.200 1.91 Cum. 8742.41

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D)

Columns, Pillars posts and struts, upto floor two level.

(more than 10 ton) GF

13 Providing and laying controlled cement concrete M.200 2.29 Cum. 8825.38

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D)

Columns, Pillars posts and struts, upto floor two level.

(more than 10 ton) FF

14 Providing and laying controlled cement concrete M.200 2.19 Cum. 7061.36

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C) Slabs,

landing, shelves, Balconies, Lintels, Beams, Girders and

Cantilever upto floor two level. (more than 10 ton) GF

15 Providing and laying controlled cement concrete M.200 1.79 Cum. 6797.30

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C) Slabs,

landing, shelves,Balconies, Lintels, Beams, Girders and

Cantilever upto floor two level. (more than 10 ton) FF

16 Providing laying controlled cement concrete M 200 0.09 Cum. 9469.46

R.C.C lintel including finishing smooth with,curing etc.

complete including the cost of formwork but excluding

the cost of reinforcement GF

17 Providing laying controlled cement concrete M 200 0.06 Cum. 9510.72

R.C.C lintel including finishing smooth with,curing etc.

complete including the cost of formwork but excluding

the cost of reinforcement FF

18 Providing and laying controlled cement concrete M.200 3.26 Cum. 7083.13

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders

and Cantilever upto floor two level. (more than 10 ton)

19 Providing and laying controlled cement concrete M.200 2.81 Cum. 7124.54

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders

and Cantilever upto floor two level. (more than 10 ton)

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

20 Providing and laying Controlled Cement Concrete M 200 1.48 Cum. 7847.00

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in R.C.C. Stair Cases

21 Brick work using common burnt clay building brick 12.12 Cum. 4403.40

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

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

fine sand) (B) Conventional GF

22 Brick work using common burnt clay building brick 13.48 Cum. 4685.25

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

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

fine sand) (B) Conventional FF

23 Providing and laying Machine cut, Free edges, Machine 6.84 Sqmtr 2264.53

polished Granite stone slab 18 mm thick Single Piece

For doors and Windows Cill and Jambs Cladding as per

design including Full moulded Round front edge and

cm nosing and laid on 20 mm thick cement mortar 1:6

(1 cement : 6 coarse sand) and jointed with gray cement

slurry including rubbing and polishing etc. complete

24 Providing and fixing 35mm thick factory made moulded 5.67 Sqmtr 2152.31

door shuter consisting of solid core single/two 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.

25 Providing and fixing window having extruded aluminum 2.88 Sqmtr 1583.96

Colour anodized section frame main outer size 95mm x

24mm x 1.17mm @ wt.of 0.738 Kg/mt , horizontal

Three track member size 92mm x 31.75mm x 1.30mm,@

Wt.1.07 Kg/mt , vertical member of size 92mm x

31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding

shutters of horizontal member size 40 mmx18mm

x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size

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

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

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

26 Providing & fixing M.S. grill / M.S. door of required 717.95 kg 169.68

pattern to wooden frames of windows/ brick masonry

with necessary M.S. angle, M.S. pipe, M.S. flats and

other structural steel at required spacing and frame

alround square or round bars with round headed bolts

and nuts or by screws (Plain Grills) Including primer coat

of approved quality and two coats of oil paintings etc.

complete as directed.

27 Providing 15mm thick cement plaster in single coat on 160.58 Sqmtr 172.84

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

interior plastering upto floor two level and finished even

and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)

28 Providing 10mm thick cement plaster in single coat on 78.81 Sqmtr 144.80

brick/conceret wall for interior plastering finished even

and smooth (ii) cement mortar 1:3(1 cement:3 sand) and

mala trovel finished etc. complete.GF

29 20 mm thick sand faced cement plaster with on wall upto 147.06 Sqmtr 337.53

all height above ground level consisting 12 mm thick

backing coat of c.m. 1:3 (1 cement : 3 sand ) and 8 mm

thick finishing coat of cm 1:1 (1 cement : 1 sand) etc.

complete.all height etc. complete

30 P & L 24" x 24" vitrified 8 mm thick tile flooring over 59.93 Sqmtr 1059.84

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

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 (more than 10 ton)

31 Providing Green Marble for Stair Toppa & Riser storage 19.80 Sqmtr 2630.04

cabat partion,self complate with material like

cement,marble,camical etc complate including all Labour

work complate as per drawing and direction by Site

32 Providing and laying broken chine mosaic flooring for 28.00 Sqmtr 765.98

terrace using 12 mm to 20 mm broken 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.

33 Finishing wall with water proofing cement paint of on 147.06 Sqmtr 117.41

wall surface ( Two coats) to give an approved brand

manufacture and of requred shape even shade after

throughtly brushing of loose powered materials.

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

34 Wall painting (two coats) with plastic emulsion paint of 239.39 Sqmtr 86.93

approved brand and manufacture with 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 along

ceilings and sloping roofs.

35 Providing & laying and jointing in true line and level 25 10.00 Rmtr 91.84

mm dia UPVC pipe (SCH-40) line including fitting make

or equivalent as approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at every two

mtr center to center or shall be conseled as direct

including necessesary fitting etc including testing of pipe

and jointes and fixin the sam with adhesive solvent

including cost of matarial (A) 25 mm OD pipe

36 Providing & laying and jointing in true line and level 15 12.00 Rmtr 72.65

mm dia UPVC pipe (SCH-40) line including fitting make

or equivalent as approved by engineer in charge the pipe

shole be fixed on wall with the hel of clam at every two

mtr center to center or shall be conseled as direct

including necessesary fitting etc including testing of pipe

and jointes and fixin the sam with adhesive solvent

including cost of matarial (A) 15 mm OD pipe

37 Providing and fixing water closet squatting Pan (Indian 1.00 Nos 971.80

type W.C. Pan) size 580mm (Earthwork, bed concrete,

foot reste and trap to be measured and paid for

separately) (A) Vitreous China.(I) Long pattern = White

38 Providing and fixing wash basin with single hole for 1.00 Nos 1485.41

piller tap with C.L. or M.S. brackets painted white

including cutting holes and making good the same

including piller tap brass waste, stopckok and MI fisher

union fitting waste pipe:(ii) flat back wash basin 500mm

x 400mm size including all nesessary fitiings

39 Providing and fixing screw down bib taps of following 5.00 Nos 186.83

size.(B) Brass chromium plated screws down Bib Tap. (i)

40 providing and fixing cast iron(spun) nanhi trap of the 3.00 Nos 635.91

following nominal dia of self cleaning design with C L

screwed down of hinged grating including cost of cutting

and making good the walls floos 100 mm inlet and

mm out let etc complete

41 Providing and fixing S.W. gully trap with C.I. grating 1.00 Nos 1246.92

brick masonry chamber and water tight C.I. cover with

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

weight.(i) Square mouth traps.(B) 150mm x 100mm size

42 Providing and fixing cast iron spigot and socket soil 6.00 Rmtr 741.01

waste and ventilating pipe of the following nominal size

It. Quantity Unit Amount

No. Description of Item (with brief Specification and Rate In

reference to book of specifications) Figures

43 Providing and fixing cast iron spigot and socket soil 6.00 Rmtr 892.39

waste and ventilating pipe of the following nominal size

44 providing and fixing in position cowl vent to pipe (II) 2.00 Nos 505.18

45 Providing and fixing G.I. Rain water spout of 50mm dia. 2.40 Rmtr 101.91

and 30cm. length.

46 Providing erecting and fixing double coated ISI water 500.00 liter 3.95

tank of required capacity each with all necessary fittings

and connection etc. complete on terrace

Rs.Nine Lack Eighty Three Thousand One Hundred Seventy Nine and Paise Ninty

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be

written in figures and words) of the estimated rate mentioned above Amount of my / our tender works

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ……. % Above

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

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed by

the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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 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 the reisa 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 the contractor Executive Engineer,

Panchayat ( R & B ) Division,