Construction of Toilet Block in Ashramshala at Village Khambla Ta. Vansda Dist.Navsari.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

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

including 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 8.10 Cum. 166.35

m to 3.0 m 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 12.15 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 7.10 Cum. 296.30

including watering ramming and consolidating

etc. complete

5 Providing and laying cement concrete 1:2:4 (1- 1.22 Cum. 3713.67

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 4.88 Cum. 4203.42

concrete M.200 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 0.67 Cum. 8948.06

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 4.08 Cum. 6289.04

concrete M.200 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 1.02 Cum. 4121.55

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

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)

11 Providng TMT bars renforcement of FE 2402.39 kg 77.29

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

binding and placing in position complete for all

12 Providing and laying controlled cement 1.30 Cum. 8948.11

concrete M.200 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 0.31 Cum. 8989.00

concrete M.200 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 3.51 Cum. 6816.49

concrete M.200 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)

15 Providing and laying controlled cement 4.00 Cum. 7331.59

concrete M.200 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)

16 Brick work using common burnt clay building 13.50 Cum. 4403.40

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 for

17 Half brick masonry in common brunt clay 31.08 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

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

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 5.04 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 FRP frame size 125x65 12.60 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.

21 Providing and fixing window having extruded 2.93 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 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 details etc

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

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.

23 Providing 15mm thick cement plaster in single 93.98 Sqmt 176.10

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 15mm thick cement plaster in single 13.20 Sqmt 203.49

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 10mm thick cement plaster in single 32.56 Sqmt 145.12

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

26 20 mm thick sand faced cement plaster with 106.12 Sqmt 339.15

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.

27 Providing throating or plaster drip and 16.02 rmt 43.22

moulding to R.C.C. Chhajja.

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

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 light

shade (more than 10 ton)

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

in flooring 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 4.65 Sqmt 1010.92

flooring 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) 25mm thick

31 Providing and laying broken chine mosaic 27.30 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.

32 Finishing wall with water proofing cement 106.12 Sqmt 117.41

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.

33 Wall painting (two coats) with plastic emulsion 52.93 Sqmt 127.19

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.

34 Providing & laying and jointing in true line and 10.00 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

35 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

36 Providing & laying and jointing in true line and 20.00 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

37 Providing and fixing water closet squatting 4.00 Nos. 1426.86

Pan (Indian 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 2.00 Nos. 1970.62

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.

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

following size.(B) Brass chromium plated

screws down Bib Tap. (i) 15mm dia

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

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

41 Providing and fixing ball cock of approved. 4.00 Nos. 189.84

quality as directed.(A) Copper Metal (ii) 50mm

42 Providing and fixing chromium plated brass 4.00 Nos. 263.72

half trun flush cock of approved quality

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

43 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

44 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.

45 providing and fixing cast iron spigot and 30.00 rmt 892.39

socket soil waste and ventilating pipe of the

following nominal size 100 mm dia.

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

pipe (II) 100mm

47 Supplying and Fixing Z clamp with type 20.00 Nos. 222.20

G.I.Brackets for 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 2.40 Each 101.91

50mm dia. and 30cm. length.

49 Constructing brick masonry chamber for 1.00 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

50 Providing erecting and fixing double coated 1000.00 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 out as under.

*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 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