New Gujarat Pattern 2025-26 Construction of Running tracks and Toilet Block in Cricket Ground at Village Ambiya Ta.Vyara Dist.Tapi.

Name of Work:-. Construction of Running tracks and Toilet Block in Cricket Ground at

Village Ambiya Ta. Vyara Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth 20.25 Cum. 262.52

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(C) Hard Murrum

2 Excavation for foundation for depth from 1.5 m 6.75 Cum. 291.10

to 3.0 m 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 13.50 Cum. 133.66

rock in 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 365.47 Cum. 296.30

selected soil in layers of 20cm thickness

including watering ramming and consolidating

5 Providing and laying cement concrete 1:2:4 (1- 2.30 Cum. 3786.47

Cement : 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 10 ton)

6 Providing and laying cement concrete work 3.29 Cum. 4838.61

1:1.5:3 (1- Cement : 1.50- Coarse sand : 3-

graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,

Base or columns and Mass concrete

7 Providing and laying cement concrete work 1.20 Cum. 8616.26

1:1.50:3 (1- Cement : 1.50- Coarse sand : 3-

graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts

and struts upto floor two level.

8 Providing and laying cement concrete work 1.71 Cum. 6282.10

1:1.5:3 (1- Cement : 1.5- Coarse sand : 3-

graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (B) Slabs, landing, shelves,

Balconis , Lintels, Beams, Girders and

Cantilever upto floor two level.

9 Brick work using common burnt clay building 0.58 Cum. 4121.55

brick having crushing strength not less than

kg/sq. cm. in foundation and plinth in cement

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

10 Providng TMT bars renforcement of FE 1306.55 kg 77.29

500/500D for R.C.C. work including bending

binding and placing in position complete for all

11 Providing and laying cement concrete work 0.99 Cum. 9503.27

1:1.50:3 (1- Cement : 1.50- Coarse sand : 3-

graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts

and struts upto floor two level.

12 Providing and laying cement concrete work 0.19 Cum. 9981.84

1:1.50:3 (1- Cement : 1.50- Coarse sand : 3-

graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts

and struts upto floor two level.

13 Providing and laying cement concrete work 1.71 Cum. 6956.04

1:1.5:3 (1- Cement : 1.5- Coarse sand : 3-

graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (B) Slabs, landing, shelves,

Balconis , Lintels, Beams, Girders and

Cantilever upto floor two level.

14 Providing and laying cement concrete work 1.71 Cum. 6656.61

1:1.5:3 (1- Cement : 1.5- Coarse sand : 3-

graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (B) Slabs, landing, shelves,

Balconis , Lintels, Beams, Girders and

Cantilever upto floor two level.

15 Brick work using common burnt clay building 7.20 Cum. 4403.40

brick having crushing strength not less than

kg/sq. cm. in super structure above plinth level

up to floor two level in cement mortar 1:6 (

Cement: 6 fine sand) (B) Convention for G.F

16 Brick work using common burnt clay building 2.07 Cum. 4685.25

brick having crushing strength not less than

kg/sq. cm. in super structure above plinth level

up to floor two level in cement mortar 1:6 (

Cement: 6 fine sand) (B) Convention for G.F

17 Half brick masonry in common brunt clay 14.61 Sqmt 679.80

building bricks having crushing strength not

less than 35 Kg/Sq.Cm. in Cement mortar 1:3 (

1-Cement : 3-coarse sand ) with 2 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, 18.36 Sqmt 2506.93

Machine 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 1 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

19 Providing and fixing 35mm thick factory made 11.34 Sqmt 2152.31

moulded 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

20 Providing and fixing window having extruded 1.62 Sqmt 1583.96

aluminum 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

mmx18mm x1.29mm @ wt.of 0.456 Kg/mt,

vertical member of size 40mm x 18mm x

mm @ wt.of 0.456Kg/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

21 Providing & fixing M.S. grill / M.S. door of 19.44 kg 167.66

required 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.

22 Providing 15mm thick cement plaster in single 69.40 Sqmt 222.25

coat on 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)

23 Providing 15mm thick cement plaster in single 9.30 Sqmt 249.64

coat on 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 10mm thick cement plaster in single 12.16 Sqmt 194.21

coat on 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

25 20 mm thick sand faced cement plaster with 56.49 Sqmt 337.53

on wall upto 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.

26 P & L 24" x 24" vitrified 8 mm thick tile flooring 6.40 Sqmt 1432.78

over 20 mm (average) base of cement mortar

1:6 ( 1 cement: 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 antiskit

27 Providing and laying coloured glazed tiles of 60.77 Sqmt 1477.25

the size 300 mm x 200 mm x 8 mm / 300 mm x

450 mm x 8 mm in skirting, risers of steps and

dedo on 10 mm. thick cement plaster 1:3 (1

cement : 3 coarse sand) & jointed with white

28 Providing Green Marble for Stair Toppa & 9.41 Sqmt 2518.94

Riser storage cabat partion,self complate with

material like cement,marble,camical etc

complate including all Labour work complate

as per drawing and direction by Site Engineer

29 Providing and laying broken chine mosaic 13.36 Sqmt 765.98

flooring for 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.

30 Finishing wall with water proofing cement paint 56.49 Sqmt 117.41

of on wall surface ( Two coats) to give an

approved brand manufacture and of requred

shape even shade after throughtly brushing of

loose powered materials.

31 Wall painting (two coats) with plastic emulsion 81.56 Sqmt 86.93

paint of 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.

32 Providing & laying and jointing in true line and 15.00 rmt 447.73

level 40 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

33 Providing & laying and jointing in true line and 20.00 rmt 91.84

level 25 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

34 Providing & laying and jointing in true line and 25.00 rmt 72.65

level 15 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

35 Providing and fixing wash down water closet 6.00 Nos. 3998.03

(European type, W.C. Pan) with integral P or S

trap including jointing the trap with soil pipe in

Cement Mortar 1:1 (1-Cement : 1-fine sand)

inculding Providing and fixing plastic seat and

cover for wash down water closer with C.P.

brass hinges and rubber buffers. (B) Black

plastic seal and cover inculding of Providing

and fixing 12.5 Litres low level flushing cistern

with a pair, of C.I. or Mild brackets, complete

with fittings such as lead valve less syphon,

15mm nom.nal size brass ball valve with

polythene float, C.P brass handle unions and

couplings for connections, with inlet, outlet and

overflow pipes, 40mm dia. porcelain

enamelled flush bend including cutting holes in

walls and making good the same connecting

the flush bend with cistern and closet (overflow

pipe to be measured and paid for

separately)(A) Vitreous China (I) In white

colour . (A) vitreous China Pattern :(i) in white

36 Providing and fixing washbasin with single hole 2.00 Nos. 1999.97

for pillar 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

mm x v 400mm size. (i) In white colour.

37 Providing and fixing screw down bib taps of 6.00 Nos. 186.83

following size.(B) Brass chromium plated

screws down Bib Tap. (i) 15mm dia

38 Providing and fixing chromium plated brass 6.00 Nos. 263.78

half trun flush cock of approved quality

including fixing in pipe line etc. complete.(ii)

39 providing and fixing cast iron(spun) nanhi trap 8.00 Nos. 635.91

of the 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 50 mm

out let etc complete

40 Providing and fixing S.W. gully trap with C.I. 6.00 Nos. 1246.92

grating 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 P or R type

41 providing and fixing cast iron spigot and socket 15.00 rmt 741.01

soil waste and ventilating pipe of the following

nominal size 75 mm dia.

42 providing and fixing cast iron spigot and socket 30.00 rmt 892.39

soil waste and ventilating pipe of the following

nominal size 100 mm dia.

43 providing and fixing in position cowl vent to 6.00 Nos. 505.18

pipe (II) 100mm

44 Providing and fixing G.I. Rain water spout of 2.40 rmt 101.91

50mm dia. and 30cm. length.

45 Constructing brick masonry chamber for 2.00 Nos. 2932.93

underground 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

46 Constion of Khar kuva of external dimentions 1.00 Nos. 37272.03

2.9 x 1.98 x 1.5 mt. depth with 1:3:6 PCC

along with 0.23 mt thk. brickwork, Top RCC

Slab of 2.6 x 1.7 mt. along with 15 mm plaster

on inside faces with nacessary CI MH, Inlet

outlet arrengments, 2 nos of CI Inspection

chamber & provideing a soak pit of 5.0 cmt

Volumn. The Soakpit shall be filled with brick

bats with dry masonary work upto top for

cm and it should be coverd with Man Hole.

The entire work is to be executed according to

the nstructions, given by the Engineer

47 Providing erecting and fixing double coated ISI 1000.00 liter 3.95

water tank of required capacity each with all

necessary fittings and connection etc.

complete on terrace

48 Providing and fixing pre-cast concrete kerb 600.00 rmt 392.97

stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of

M200 grade concret as per approved design

and including excavation for fixing in proper

line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

49 Drilling in soil with lowering of pipes concrete 150.00 rmt 434.30

sealing including graval packing clay breaking

and development of bore with air compressor

by required capacity vertical test etc. complete

including the cost of 200 mm dia bore holes.

50 Providng and supplying in standard length ISI 150.00 rmt 343.40

mark rigid unplasticised PVC pipes suitable for

potable water with ringfit joint including cost of

rings as per IS specification no. 4985/1958

including all local and central taxes,

transportation, freight charges, octrol,

inspection charges, loading, unloading,

conveyance to the departmental stores and

including cost of jointing meterial etc.

complete. (D) Test pressure 10 kg/cm2 (I) with

51 Lowering, laying and jointing PVC pipes and 150.00 rmt 272.70

specials of following class and diamenter

including cost of conveyance from stores to

site of works including cost of labour, material,

except cement solvent, giving satisfactory

hydraulic testing as per ISI code. (4)

52 Providing and erecting PVC insulating flat 160.00 rmt 123.22

flexible copper cable ISI marked approved

make of (3) 3 corex 4 mm

53 Supplying and fixing steel couplene "7" dia top 1.00 Nos. 1767.50

etc. as directed.

54 Supplying and fixing of submersible pump set 1.00 Nos. 21715.00

single phase for 100 mm or more bore having

motor capacity and discharge as under with

necessary panal box (c) moar rating 1.00 HP

pump having capacity of 30 LPM at 90 mtr.

Head suitable for 25 mm dai delivery pipe

55 Supplying and erecting directed on line, starter 1.00 Nos. 2828.00

with 15 A, rating contractor & with 4-14 A

range, directly operated thermal overload relay

in sheet steel enclosure for 3 phase 415 V

cys. A.C. motor upto 7.50 H.P. complete

erected on P.W. block with necessary

coneection Cat III

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

Net Rs. …………………….… Total Rs. ………….…….

*( 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