Construction of Toilet block and Compound in Various Ashramshala of Vansda Dist. Navsari. Pak-10 (Total-2 Work) 1.Construction of Toilet Block in Ashramshala at Village Ambabari 2.Const. of Compound Wall in Ashramshala At Village Upsad

Name of Work:-ન્ય ૂકિલયસ બજેટ 2025-26. Construction of Toilet block and Compound in Various Ashramshala

of Vansda Dist. Navsari. Pak-10 (Total-2 Work) [1]Construction of Toilet Block in Ashramshala at Village

Ambabari Ta. Vansda Dist.Navsari.[2]Const. of Compound Wall in Ashramshala At Village Upsal Ta. Vansda

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 16.20 Cum. 153.33

sorting out and stacking of useful materials and

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

Dense or Hard soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m 8.10 Cum. 166.35

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

3 Filling available excavated earth (excluding rock in 52.65 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 7.10 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 7.97 Cum. 3713.67

: 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.200 21.31 Cum. 4247.10

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

concrete. (more than 10 ton)

7 Providing and laying controlled cement concrete M-200 2.33 Cum. 9256.21

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.200 9.67 Cum. 6289.04

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

9 Brick work using common burnt clay building brick 6.61 Cum. 4121.55

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

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

6 fine sand) (B) Convention

10 Providing and laying cement concrete 1:2:4 (1- Cement 3.27 Cum. 3713.67

: 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

11 Providng TMT bars renforcement of FE 500/500D for 5628.22 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 5.44 Cum. 9277.27

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)

13 Providing and laying controlled cement concrete M.200 0.31 Cum. 8989.00

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)

14 Providing and laying controlled cement concrete M.200 3.51 Cum. 6816.49

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

15 Providing and laying controlled cement concrete M.200 4.00 Cum. 7331.59

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

16 Brick work using common burnt clay building brick 50.76 Cum. 4403.40

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

super structure above plinth level up to floor two level in

cement mortar 1:6 ( 1 Cement: 6 fine sand) (B)

Convention for G.F

17 Half brick masonry in common brunt clay building bricks 31.08 Sqmt 734.30

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

Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with

Nos of 6mm Mild steel round bars after every three

course embedded in Cement Mortar in foundation and

plinth (B) Conventional

18 Providing and laying Machine cut, Free edges, Machine 24.25 Sqmt 2532.68

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 (As per R.A.)

19 Providing and fixing 35mm thick factory made moulded 5.04 Sqmt 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

20 Providing and fixing FRP frame size 125x65 mm and 12.60 Sqmt 2615.05

35mm thick FRP shutter having extra reinforcement on

sides & edges in polish finish. The core of the shutter &

frame is to be filed up with injected 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 S.S fixtures & fastenings & fastener sleeve.

21 Providing and fixing window having extruded aluminum 2.93 Sqmt 1591.88

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

22 Providing & fixing M.S. grill / M.S. door of required 81.00 kg 163.62

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.

23 Providing 15mm thick cement plaster in single coat on 273.98 Sqmt 176.10

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)

24 Providing 15mm thick cement plaster in single coat on 13.20 Sqmt 203.49

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)

25 Providing 10mm thick cement plaster in single coat on 32.56 Sqmt 145.12

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

26 20 mm thick sand faced cement plaster with on wall 340.12 Sqmt 339.15

upto all height above ground level consisting 12 mm

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

mm thick finishing coat of cm 1:1 (1 cement : 1 sand)

etc. complete.all height etc. complete.

27 Providing throating or plaster drip and moulding to 16.02 rmt 43.22

R.C.C. Chhajja.

28 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 13.26 Sqmt 1053.32

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)

29 Providing and laying Ceramic tiles 6mm thick in flooring 64.25 Sqmt 994.33

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.

30 Providing and laying polished Kota stone slab flooring 4.65 Sqmt 1010.92

over 20mm (Average) thick base of cement mortar 1:6

(1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty

:1.5 - coarse sand) laid over and jointed with grey

cement slurry mixed with pigment to match the shade of

slab including rubbing and polishing etc. complete. (A)

31 Providing and laying broken chine mosaic flooring for 27.30 Sqmt 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.

32 Finishing wall with water proofing cement paint of on 286.12 Sqmt 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.

33 Wall painting (two coats) with plastic emulsion paint of 286.93 Sqmt 94.09

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.

34 Providing & laying and jointing in true line and level 40 10.00 rmt 447.73

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) 40 mm OD pipe

35 Providing & laying and jointing in true line and level 25 20.00 rmt 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 20.00 rmt 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 4.00 Nos. 1426.86

type W.C. Pan) size 580mm Including Providing and

fixing 100mm size P or S trap for water closet squatting

pan including jointing the trap with the pan and soil pipe

in cement Mortar 1:1 (1-Cement : 1-Fine sand)(A)

Vitreous China. Including of Providing and fixing in

Cement Mortar 1:3 (1-Cement : 3-coarse sand)a, pair

of white vitreous China 250mm x 130mm x 30mm

footrest to long pattern squatting pan water closet. (A)

Vitreous China.(I) Long pattern = White colour

38 Providing and fixing washbasin with single hole for pillar 2.00 Nos. 1970.62

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

sutting holes and making good the Providing and fixing

C.P. brass waste for washbasin or sink. (A)

32mmdia.,Providing and fixing pillar tap, capstan head,

screw down high pressure with screws, shanks and

back nuts. (i) 15mm dia.,Providing and fixing brass

screw down stop tap.(A) 15mm dia..(A) Vitreous

China:(ii) Flat Back washbasin 550 mm x v 400mm

size. (i) In white colour.

39 Providing and fixing screw down bib taps of following 8.00 Nos. 186.83

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

40 providing and fixing cast iron(spun) nanhi trap of the 10.00 Nos. 629.39

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 ball cock of approved. quality as 4.00 Nos. 189.84

directed.(A) Copper Metal (ii) 50mm dia.

42 Providing and fixing chromium plated brass half trun 4.00 Nos. 263.78

flush cock of approved quality including fixing in pipe

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

43 Providing and fixing S.W. gully trap with C.I. grating 4.00 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

44 providing and fixing cast iron spigot and socket soil 30.00 rmt 741.01

waste and ventilating pipe of the following nominal size

45 providing and fixing cast iron spigot and socket soil 30.00 rmt 892.39

waste and ventilating pipe of the following nominal size

46 providing and fixing in position cowl vent to pipe (II) 6.00 Nos. 505.18

47 Supplying and Fixing Z clamp with type G.I.Brackets for 20.00 Nos. 222.20

SWR/RWR/Water supply Plumbing all type of dia pipe

with GI Clamp and Nacessary Fastenrs

48 Providing and fixing G.I. Rain water spout of 50mm dia. 2.40 Each 101.91

and 30cm. length.

49 Constructing brick masonry chamber for underground 1.00 Nos. 2932.93

C.I. 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.(i) Inside dimensions 455mmx

610mm and 450mm deep for single pipe lin

50 Providing erecting and fixing double coated ISI water 1000.00 liter 3.95

tank of required capacity each with all necessary fittings

and connection etc. complete on terrace

51 Excavation for foundation upto 1.5 m depth including 81.00 Cum. 261.82

sorting out and stacking of useful materials and

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

52 Providing and fixing Decorative Entrance Gate made out 138.78 kg 170.90

of cast iron and various mild steel tabular section

combination , the Ornamental entrance gate should be

fixed at column including pattern and die making

cutting , welding , grinding, fabrication , fixing in position

at column with necessary pedestal, bearing block and

other locking arrangement. The entrance gate should be

painted with two coats of priming coat of paint, and two

coat of oil paint etc complete. As per detail design and

directed by engineer in charge.

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 out as under.

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

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

*( 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 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division