Reti Kankar 25-26 Construction of Libarary Building at Village Hingani Ta. Nizar Dist.Tapi.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Excavation for foundation upto 1.5 m depth 53.66 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 35.10 Cum. 291.10

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 44.38 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 37.76 Cum. 296.30

including watering ramming and consolidating

etc. complete

5 Providing and laying cement concrete 1:2:4 3.71 Cum. 3786.47

(1- 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 11.44 Cum. 4673.88

concrete M.250 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 2.99 Cum. 9103.09

concrete M-250 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 7.85 Cum. 6412.67

concrete M.250 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 2.61 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 11.03 Cum. 4083.72

(1- 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 11389.83 kg 77.29

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

binding and placing in position complete for

all floor.

12 Providing and laying controlled cement 4.58 Cum. 9066.17

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 6.16 Cum. 9107.17

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 8.24 Cum. 6824.99

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 6.88 Cum. 6865.98

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 Providing laying controlled cement concrete 1.18 Cum. 9510.72

M 200 R.C.C lintel including finishing smooth

with,curing etc. complete including the cost of

formwork but excluding the cost of

reinforcement

17 Providing and laying controlled cement 9.75 Cum. 6828.61

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)

18 Providing and laying controlled cement 11.62 Cum. 6870.02

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)

19 Providing and laying Controlled Cement 2.85 Cum. 7618.13

Concrete M 200 and curing complete

including the cost of formwork but excluding

the cost of reinforcement for reinforced

concrete work in R.C.C. Stair Cases

20 Providing and laying Controlled Cement 2.85 Cum. 7659.39

Concrete M 200 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 19.44 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

22 Brick work using common burnt clay building 32.57 Cum. 4685.25

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

23 Half brick masonry in common brunt clay 53.15 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

24 Providing and laying Machine cut, Free 38.02 Sqmt 2506.93

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.)

25 Providing and fixing 35mm thick factory made 15.88 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

26 Providing and fixing window having extruded 26.18 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

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

27 Providing & fixing M.S. grill / M.S. door of 1117.24 kg 165.64

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.

28 Providing 15mm thick cement plaster in 316.62 Sqmt 222.25

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)

29 Providing 15mm thick cement plaster in 216.12 Sqmt 249.64

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)

30 Providing 10mm thick cement plaster in 70.30 Sqmt 194.21

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

31 Providing 10mm thick cement plaster in 91.18 Sqmt 221.60

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

32 20 mm thick sand faced cement plaster with 325.57 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.

33 P & L 24" x 24" vitrified 8 mm thick tile 73.50 Sqmt 1432.78

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 light shade (more than 10 ton)

34 Providing and laying coloured glazed tiles of 91.05 Sqmt 1477.25

the size 300 mm x 300 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.

35 Providing Green Marble for Stair Toppa & 49.84 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

36 Providing and laying broken chine mosaic 73.50 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.

37 (A) Providing and laying internal cement 73.50 Sqmt 898.50

based water proofing treatment including

preparation of surface as required for

tretment of roofs, balconies, terrace,etc.

consisting of following operations.

(a) Applying and grouting a slurry coat of neat

cement using 2.75 kg/sqm of cement

admixed with proprietary water proofing

compound conforming to IS : 3645 over the

R.C.C. slab including cleaning the surface

before tretment.

(b) Laying cement concrete using brocken

bricks/brickbats 25 mm to 100 mm size with

50% of cement mortar 1:5 admixed with

proper water proofing compound confirming

to IS : 2645 over 20 mm thick layer of cement

mortar of mix 1:5 admixed with proprietary

water proofing compound confirming to IS :

2645 to required slope and treting simillary

the adjoining walls up to 300 mm height

including of junction of walls and slabs.

(c) After two days of proper curing applying a

second coat of cement slurry admixed with

proprietary water proofing compound

confirming to IS :

(d) Finishing the surface with 20 mm thick

joinless cement mortar of mix 1:4 admixed

38 Finishing wall with water proofing cement 325.57 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.

39 Wall painting (two coats) with plastic 386.92 Sqmt 86.93

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.

40 Providing & laying and jointing in true line and 25.00 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

41 Providing & laying and jointing in true line and 35.00 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

42 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

43 Providing and fixing wash down water closet 4.00 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 colour

44 Providing and fixing washbasin with single 4.00 Nos. 1999.97

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.

45 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

46 providing and fixing cast iron(spun) nanhi trap 6.00 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

47 Providing and fixing chromium plated brass 4.00 Nos. 263.78

half trun flush cock of approved quality

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

48 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

49 providing and fixing cast iron spigot and 25.00 rmt 741.01

socket soil waste and ventilating pipe of the

following nominal size 75 mm dia.

50 providing and fixing cast iron spigot and 72.00 rmt 892.39

socket soil waste and ventilating pipe of the

following nominal size 100 mm dia.

51 providing and fixing in position cowl vent to 8.00 Nos. 505.18

pipe (II) 100mm

52 Providing and fixing G.I. Rain water spout of 7.20 rmt 101.91

50mm dia. and 30cm. length.

53 Constructing brick masonry chamber for 6.00 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

54 Constion of Khar kuva of external dimentions 1.00 Nos. 37362.93

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 45 cm and it should be coverd with

Man Hole. The entire work is to be executed

according to the nstructions, given by the

Engineer Incharge.

55 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

56 Executive Table with side unit 2.00 Nos. 58604.24

Providing and supplying Main Table made

with 19mm Thk. Plywood (M1) structure as

per architect drawing finished with 1.0 mm

Thk. decorative laminate (M24) on outside

portion &0.8 mm Thk. liner Laminate inside

as specified & approved by architect fixed

with necessary fixtures and fastening

(Hardware) (M14) as per architect drawing.

Provide Plastic Computer Desk Table

Grommet Cable Wire Outlet Hole Cover

60mm, Key-board trey, S.S. legs, Drawers

with telescopic roller channels (M15), Handle

(M19) and locking (M16) arrangements with

all necessary fixtures and fastening (M14).

Pro vide Shutters as per drawing fixed with

handle (M19), hinges (M18), magnet (M14),

complete with bidding patties and all required

hardware (M14).Provide footrest as per

drawing. All exposed edges shall be covered

with required Teak wood beading Patti (M4)

finished with approved melamine polishing

(M29) work. Complete as per architect's

drawing and as per instruction of architect &

engineer in charge. (Refer drawing)

57 Modular Table with side Unit Providing and 2.00 Nos. 15098.49

supplying Table made with 19mm Thk.

Plywood(M1) structure as per architect

drawing finished with 1.0 mm Thk. decorative

laminate(M24) on outside portion &0.8 mm

Thk. liner Laminate inside as specified &

approved by architect with fixed with

necessary fixtures and fastening (Hardware)

(M14) as per architect drawing. Provide

Plastic Computer Desk Table Grommet

Cable Wire Outlet Hole Cover 60mm, Key-

board trey, S.S. legs, Drawers with telescopic

roller channels (M15), Handle (M19) and

locking (M16) arrangements with all

necessary fixtures and fastening (M14).

Provide Shutters as per drawing fixed with

handle (M19), hinges (M18), magnet (M14),

complete with bidding patties and all required

hardware (M14).Provide footrest as per

drawing. All exposed edges shall be covered

with required Teak wood beading Patti (M4)

finished with approved melamine polishing

(M29) work. Complete as per architect's

drawing and as per instruction of architect &

engineer in charge. (Refer drawing)

58 High back revolving & tilting executive chair 5.00 Nos. 17225.55

Providing and supplying High back chair with

Metal frame work. Upholstered with Artificial

leather/Leatherette and molded PU

foam,together with molded seat & back

covers. The back foam should be designed

with contoured lumber support for extra

comfort. Caster of high durability & hydraulic.

The chair should have cylinder with 5 years

warranty. The size of chair 53cmx 79cm

(Back side) and 51cm x 49cm (seat size).

The PU foam should be molded with density

=45 ± 2 kg/m3. with One-piece armrests. The

armrests are scratch and weather resistant.

Thepermanent contact mechanism is

designed with 360° revolving type, 12º seat

tilt 19° back tilt, Front pivot for tilt with feet

resting on ground ensuring more comfort, Tilt

tension adjustment, 5 position locking with

anti-shock back mechanism, which should

prevent the backrest from impacting the user

when the lock is released, static seat depth

adjustment=0.5 cm 5 position locking. As per

Instruction of EIC & User Department.

59 Table: Top surface of the table shall be 20.00 Nos. 11615.00

made of high quality Three layer

prelaminated particle board medium density

U.V board of 25 mm thickness . Finish all

component in U.V board. Wire management

shall be provided. Keyboard tray shall be

provided with channels for easy movement.

Table shall also contain 3 drawers on one

side with centralized lock system. Overall

product dimensions: 1200 mm (W) x 750 mm

60 Reading Chairs Providing and supplying 50.00 Nos. 4413.70

Visitor or Guest chair the seat & back are

made of 12mm thick hot-pressed plywood

upholstered with changeable fabric

upholstery covers (as per requirement) and

molded PU foam, together with molded seat

& back covers. The back foam should be

designed with contoured lumber support for

extra comfort. The size of chair 45cm x 38cm

(Back side) and 45cm x 43cm (seat size).

The PU foam should be molded with density

=45 ± 2 kg/m3. The armrests with Leg made

with Powder coated MS structure as per

with MS structure with required necessary

hardware. As per Instruction of EIC & User

Department.

61 Plastic Chair 25.00 Nos. 3272.40

Providing and supplying Nilkamal or other

brand Signature Chair With Metalic Look and

Light Beige Cushion Width 54.80cm Depth

55.50cm,Height 80.8cm Wight 5.20kg or

More should be provided in the chairs etc.

complete etc. Complited with All Taxes as

per chair of approved make from GODREJ,

FEATHERLITE, GEEKEN, as directed

and approved by the Engineer in Charge.

62 Providing & Supplying S. S. Waiting Chair 5.00 Nos. 15028.80

Three Seater the seat should be made by

high quality cold rolling S. S. plate, legs,

arms & back rest are all S. S. as per image &

work shall be done as per drawing or directed

by as per Engineer in Charge.

63 Providing & Supplying Steel Storewells 8.00 Nos. 18058.80

(Godrej Make) having dimensions - 900 (W)

X 507 (D) X 1950 (L) mm made up of

gauge M. S. Steel Section, with 04 Nos.

adjustable shelves, good quality locking

system, powder coated etc. complete

including All Taxes as per image & sample

approved and etc. Complited with All Taxes

as directed by the Architect and approved by

the Engineer in Charge.

64 Metal rack Providing and supplying metal 22.00 Nos. 5226.75

rack made with slotted M.S angle racks with

adjustable made with high grade steel IS

5986 for Upright and IS 513D. All the

components shall be thoroughly pretreated in

stage pre treatment process and all the

components shall be painted with epoxy

powder coating and film thickness of

minimum50 microns.Color: Grey color for

beam and base plate rest all components

should be in dark Grey color.Size :- 152 cm x

45 cm x 182 cm. As per Instruction of EIC &

User Department.

65 Pro. And fixing single layer water proof 86.16 Sqmt 606.95

gypsum board 12.5 mm thick sections using

water proof board of size 1220 mm x

mm x 8.0 mm suspended by GI suspender

channel of size 25 mm x 3 mm with

intermediate channel og size 18 mm x 40 mm

x 0.8 mm at 1220 mm center to center ceiling

section of size 40 mm x 35 mm x 0.55 mm at

457 mm c/c and perimeter channel A of size

20 mm x 27 mm x 30 mm x 0.5 mm at edges

& drops incl.paper tap sand sofit cleat,

anchor fastener, scoch bolt connecting

cleat,joining compound top coat on ceiling

incl.making necy.opening for light

fitting,diffuser etc. comp. as per detail

drawing as directed

66 High-definition CCTV surveillance system 5.00 Nos. 12120.00

designed for security monitoring in homes,

offices, and commercial premises. Includes

multiple weatherproof cameras

(indoor/outdoor), DVR/NVR with recording

capability, night vision, motion detection, and

remote viewing via mobile app or PC.

67 Energy-efficient split air conditioner suitable 4.00 Nos. 36360.00

for residential or office use. Features fast

cooling, inverter technology, and eco-friendly

refrigerant (R32/R410A). Equipped with

remote control, air purification filter, and sleep

mode for enhanced comfort and

convenience. Available in 1 Ton to 2 Ton

capacities.

68 Comprehensive fire safety system designed 1.00 Nos. 202000.00

to detect, alert, and suppress fire hazards in

residential, commercial, or industrial

environments. Includes smoke detectors, fire

extinguishers, alarm systems, fire hoses, and

sprinkler systems. Ensures early warning and

rapid response to minimize risk and protect

lives and property.

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