NEW GUJRAT PATTERN Year 2025-26 Const. of Toilet Bathroom in Ashramshala at Village Galkund Ta. Ahwa Dist.Dang.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Excavation for foundation upto 1.5 m depth 24.98 Cum. 275.33

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 16.20 Cum. 309.04

m 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 20.59 Cum. 137.48

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 7.30 Cum. 304.60

including watering ramming and consolidating

etc. complete

5 Providing and laying cement concrete 1:2:4 (1- 3.84 Cum. 3824.11

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 controlled cement 4.07 Cum. 4362.90

concrete M.200 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 10 ton)

7 Providing and laying controlled cement 1.26 Cum. 9328.41

concrete M-200 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 2.11 Cum. 6539.02

concrete M.200 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 0.82 Cum. 4279.98

brick 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 Providng TMT bars renforcement of FE 1991.64 Kgs 77.29

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

binding and placing in position complete for

all floor.

11 Providing and laying controlled cement 1.60 Cum. 9328.36

concrete M.200 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)

12 Providing and laying controlled cement 0.47 Cum. 9369.77

concrete M.200 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)

13 Providing and laying controlled cement 1.82 Cum. 7065.96

concrete M.200 and curing complete the cost

of formwork but excluding reinforcement for

reinforced concrete work in (C) Slabs,

landing, shelves, Balconies, Lintels, Beams,

Girders and Cantilever upto floor two level.

(more than 10 ton)

14 Providing laying controlled cement concrete 0.25 Cum. 10576.24

M 200 R.C.C lintel including finishing smooth

with,curing etc. complete including the cost of

formwork but excluding the cost of

reinforcement

15 Providing and laying controlled cement 2.07 Cum. 7677.01

concrete M.200 and curing complete the cost

of formwork but excluding reinforcement for

reinforced concrete work in (C) Slabs,

landing, shelves, Balconies, Lintels, Beams,

Girders and Cantilever upto floor two level.

(more than 10 ton)

16 Brick work using common burnt clay building 7.24 Cum. 4575.58

brick 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

17 Brick work using common burnt clay building 2.71 Cum. 4618.35

brick 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

18 Half brick masonry in common brunt clay 13.27 Sqmt 734.30

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

19 Providing and laying Machine cut, Free 7.74 Sqmt 2576.11

edges, 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 :

coarse sand) and jointed with gray cement

slurry including rubbing and polishing etc.

complete (As per R.A.)

20 Providing and fixing flush door both sides 5.04 Sqmt 4501.57

laminated andshutter fabricated from 35 mm

thick solid core malemine faced three layered

pre laminated flat pressed wood based

exterior grade bonded BWP/BWR synthetic

resin having stamped IS 12823 grade I type II

including three coats of lacquer polishing to

exposed wooden surfaces and Stainless steel

decorative type designs fixtures / fastening

2Nos. Handles, 2Nos. Aldropes, towerbolt

etc. as per architectural detailed drawing and

as directed by engineer in charge..

21 Providing and fixing FRP frame size 125x65 6.38 Sqmt 2615.05

mm and 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.

22 Providing and fixing window having extruded 1.62 Sqmt 1591.88

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

Kg/mt with sliding shutters of horizontal

member size 40 mmx18mm x1.29mm @

wt.of 0.456 Kg/mt, vertical member of size

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

23 Providing & fixing M.S. grill / M.S. door of 126.00 Kgs 168.67

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.

24 Providing 15mm thick cement plaster in 100.06 Sqmt 239.93

single 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)

25 Providing 15mm thick cement plaster in 13.41 Sqmt 268.65

single 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)

26 Providing 10mm thick cement plaster in 14.43 Sqmt 210.19

single 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

27 20 mm thick sand faced cement plaster with 73.72 Sqmt 365.96

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

28 Providing throating or plaster drip and 7.39 rmt 45.33

moulding to R.C.C. Chhajja.

29 P & L 24" x 24" vitrified 8 mm thick tile 12.16 Sqmt 1195.34

flooring 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

30 Providing and laying coloured glazed tiles of 64.10 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 cement slurry.

31 Providing Green Marble for Stair Toppa & 5.46 Sqmt 2582.57

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

32 Providing and laying broken chine mosaic 13.36 Sqmt 779.70

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.

33 Finishing wall with water proofing cement 73.72 Sqmt 122.14

paint 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.

34 Wall painting (two coats) with plastic 114.49 Sqmt 131.76

emulsion 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.

35 Providing & laying and jointing in true line and 30.00 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

36 Providing & laying and jointing in true line and 40.00 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

37 Providing & laying and jointing in true line and 40.00 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

38 Providing and fixing water closet squatting 2.00 Nos 1493.32

Pan (Indian 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

39 Providing and fixing washbasin with single 2.00 Nos 2065.59

hole 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 550 mm x v

400mm size. (i) In white colour.

40 Providing and fixing screw down bib taps of 4.00 Nos 186.83

following size.(B) Brass chromium plated

screws down Bib Tap. (i) 15mm dia

41 Providing and fixing chromium plated brass 2.00 Nos 263.78

half trun flush cock of approved quality

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

42 Providing and fixing ball cock of approved. 2.00 Nos 189.84

quality as directed.(A) Copper Metal (ii)

43 Providing and fixing Angle cock with Wall 2.00 Nos 858.50

flange crome finished brass (i) 15mm dia.

44 providing and fixing cast iron(spun) nanhi trap 4.00 Nos 613.92

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

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

45 providing and fixing cast iron spigot and 30.00 rmt 741.01

socket soil waste and ventilating pipe of the

following nominal size 75 mm dia.

46 providing and fixing cast iron spigot and 40.00 rmt 892.39

socket soil waste and ventilating pipe of the

following nominal size 100 mm dia.

47 providing and fixing in position cowl vent to 6.00 Nos 505.18

pipe (II) 100mm

48 Supplying and Fixing Z clamp with type 12.00 Nos 222.20

G.I.Brackets for SWR/RWR/Water supply

Plumbing all type of dia pipe with GI Clamp

and Nacessary Fastenrs

49 Providing and fixing G.I. Rain water spout of 2.40 each 101.91

50mm dia. and 30cm. length.

50 Constructing brick masonry chamber for 4.00 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

51 Constion of Khar kuva of external dimentions 1.00 Nos 38754.71

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

52 Providing erecting and fixing double coated 2000.00 Liter 3.95

ISI water tank of required capacity each with

all necessary fittings and connection etc.

complete on terrace

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

Net Rs. …………………….… Total Rs. ………….…….................

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

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

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Ahwa Dang

Signature of the contractor