Building Works

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[1] Demolition including stacking of serviceable materilas 30.70 Cum. 1030.81

and disposal of unserviceable materials with all lead

and lift. (i) R.C.C. work

[2] Demolition of Brick work and stone masonry including 29.20 Cum. 536.09

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (ii) In

Cement Mortar.

[3] Dismentling doors, windows, ventilators etc. (wood or 1060.80 Sqm 46.77

steel) shutters including chowkhats architraves,

holdfasts and other attachment etc. complete and

stacking them within all lead and lift. (i) Not exceeding

3 Sq.M. in area.

[4] Providing and laying Controlled cement concrete M200 59.00 Cum. 1458.71

using B.T. stone aggregate and curing etc. complete

including the cost of form work but excluding the cost

of reinforcement. (a) Column for All floor.

[5] Providing and laying controlled cement concrete M- 117.00 Cum. 6475.28

200 and curing complete including the cost of form

work but excluding the cost of reinforcement for

reinforced concrete work in BEAMS For All Floor.

[6] Providing and laying controlled cement concrete M- 6.00 Cum. 7447.36

200 and curing complete including the cost of form

work but excluding the cost of reinforcement for

reinforced concrete work in LINTELS All Floor

[7] Providing and laying controlled cement concrete M- 5.00 Cum. 6534.84

200 and curing complete including the cost of form

work but excluding the cost of reinforcement for

reinforced concrete work in CHHAJJAS All Floor.

[8] Providing and laying controlled cement concrete M- 133.00 Cum. 6329.97

200 and curing complete including the cost of form

work but excluding the cost of reinforcement for

reinforced concrete work in slabs for All Floor.

[9] Providing and laying controlled cement concrete M- 3.00 Cum. 5727.44

200 using B.T. stone aggregate and curing complete

including the cost of formwork but excluding the cost

of reinforcement for reinforced cement concrete work

in staircases for all floor

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[10] Providing and laying controlled cement concrete M- 2.00 Cum. 6223.42

200 and curing complete including the costof form

work but excluding the cost of reinforcement for

reinforced concrete workn in Wall caps / Coping /

Lintel bends Ground Floor.

[11] Providing T.M.T. bar FE500/500D reinforcement 48660.00 Kg 78.21

confirmed to for R.C.C. work including bending,

binding, and placing. In position comp. Up to floor two

level. For All Floor

[12] Brick work using common burnt clay building bricks 111.00 Cum. 4369.70

having crushing strength not less than 35 Kg./ Sqm. in

cement mortar 1:6 (1 cement : 6 Fine sand) in super

structure above plinth level upto floor two level

[13] Half brick masonary in common burnt clay building 358.00 Sqm 715.04

bricks having crushing strength not less than

35kg./sq.cm. in cement mortar 1:3 (1 cement : 3 coarse

sand) with 2nos. of 6mm dia mild steel round bars

every three coarse embedded in cement mortar in

superstructure for Ground floor (Conventional)

[14] Providing 10mm thick cement plaster in single coat on 737.00 Sqm 217.46

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand) including finishing with

a flating coat of neat cement slurry etc. complete. for

Ground Floor

[15] Providing 20 mm thick double coat mala cement 1081.00 Sqm 269.34

plaster on interior brick / concrete work for plastering

comprising of base coat of 12 mm thick cement plaster

in cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with trovel

including scaffolding curing etc. complete. For Ground

[16] 20mm thick sand faced cement plaster on walls upto 787.00 Sqm 335.65

height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-

sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete.

[17] Dismentling doors, windows, ventilators etc. (wood or 169.00 NO 182.94

steel) shutters including chowkhats architraves,

holdfasts and other attachment etc. complete and

stacking them within all lead and lift. (i) Not Exceeding

3 Sq.M. in area.

[18] Removing and scraping of old deteriorated plaster of 227.10 Sqm 18.94

any thickness fromm wall / R.C.C member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[19] Dismantling santtary fittings like wash basin . W.C. pan 28.00 No 394.51

Indian and European type, flushing tank etc. including

stacking the materials with all lead and lift.

[20] Providing 15mm thick cement plaster in single coat on 275.00 Sqm 173.40

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

[21] Providing and laying Mirror polished Machine polished 149.00 Sqm 4386.43

Black Grantite stone slab 18 mm (Average) thick for

For Doors / WIndows cill & Jams Clading as per design

incl. full moulded round front edge in trade of steps laid

on 20 mm thick cement mortar 1:6 (1 -cement :

coarse sand) jointed with grey cement slurry including

rubbing and polishing etc. complete

For Doors / WIndows cill & Jams Clading

[22] Providing and laying 24" x 48" Vitrified tiles 8 to 10 304.00 Sqm 1538.85

mm thick, in skrting risers of steps and dedo on 10mm

thick cement plaster 1:3 (1-cement : 3-coarse sand)

and jointed with white cement slurry

[23] P & L 24" x 48" vitrified 8 mm thick tile flooring over 99.00 Sqm 1397.83

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

[24] Providing and laying Vitrified tiles 8 to 10 mm thick, 649.00 Sqm 1444.21

36'' x 36'' 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

[25] Providing and laying water proofing tretment with 876.00 Sqm 1053.43

chaina mosaic tiles flooring over avg 40 mm C.C. 1:2:4

(1 Cement, 2 sand, 1 Kapchi 20mm + 3 grit 6mm to

10mm) bedding for maintaining slope for plain and

curve surface & 12 mm to 20 mm of broken piece of

ceramic / glazed tiles (one or more color as directed)

to be laid over cement mortar bedding of C M 1:3 (1

cement : 3 sand) containg one Kg. of water profing

materials per bag of O P C at plain or / and slops and to

be tempered to bring mortar ceramic up to surface

with using white cement and colour pigment including

rounding of junctions and extending them up to 15 cm

along the wall and curing with bends any pattens or

design as per drawing and cleaning by using oxalic acid

etc complete.

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[26] Providing and fixing standared extruded of alluminium 9.00 Sqm 1525.00

section of size 63mm x 38.10mm x 1.2mm @ Wt.

Kg/mt) with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation {Colour as directed by

Engineer in charge except black & Alluminum section

[27] Providing and laying water proofing tretment with 302.00 Sqm 2717.91

chaina Providing and fixing Anodized Alluminum

Section Jindal Deluxe Sliding Window System 27mm

series THREE track window with middle fixed window

as shown in elevation, shutter with 5mm thick

transparent plain float glass, with transparent silicon

sealant with allu. anosized coated fittings and fixture

etc complete. .

[28] Providing and fixing Safty grills of required pattern for 7531.00 Kg 106.15

windows Rectangular CRC pipes of size 50 x 30 x 2mm

at required spacing as per design including fixing rat

mesh and hold fasting with coach bolts including one

coat of primer and two coats of mattfinished oil

painting etc complete.

[29] Removing dry or oil bound distemper by a washing and 3496.00 Sqm 11.53

scraping and sand papering the wall surface smooth

including necessary repairs to scratches complete.

[30] Wall painting with Applying two coats of putty & two 5314.00 Sqm 160.01

coats of primer of approved brand & Three coats of

plastic emulsion paint of approved brand and

manufacture 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.

[31] Applying two coats of two component dampproof 2315.00 Sqm 286.71

coating of approved brand and manufacture 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 as per instruction of Engineer In

[32] Finishing wall with weather proof exterior emulsion 3295.00 Sqm 114.53

paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the surface

to remove all dirt, and remains of loose powdered

materials.etc complete

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[33] Providing laying and jointing in true line and level 66.00 Rmt. 72.65

15mm dia. U.P.V.C. Pipe (SCH- 40) for cold water

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

[34] Providing laying and jointing in true line and level 42.00 Rmt. 91.84

25mm dia. U.P.V.C. Pipe (SCH- 40) for cold water

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive

solvent, including cost of all materials. [B] 25mm dia.

[35] Providing laying and jointing in true line and level 42.00 Rmt. 148.12

40mm dia. U.P.V.C. Pipe (SCH- 40) for cold water

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.[D] 40 mm.

[36] Providing and fixing Stainless Handle vlave of aprroved 18.00 Nos 239.37

brand (A) 15mm dia.,

[37] Providing and fixing Stainless Handle vlave of aprroved 18.00 Nos 373.70

brand (B) 25mm dia.,

[38] Providing and fixing Stainless Handle vlave of aprroved 6.00 Nos 550.45

brand (C) 40mm dia.,

[39] Providing, laying and jointing in true line and level 75 31.00 Rmt. 756.22

diametre U.P.V.C (Type B) conforming to IS 13592-

1992 with one end plain and other end socketed with

rubber ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe

shall be jointed with each other with rubber lubricant,

pipe shall be fixed on wall using of PVC clamp of the

size 110 mm diametre x 149 mm length x 145 mm

heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent

cement including cost of all materials..

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[40] Providing, laying and jointing in true line and level 110 236.00 Rmt. 835.15

diametre U.P.V.C (Type B) conforming to IS 13592-

1992 with one end plain and other end socketed with

rubber ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe

shall be jointed with each other with rubber lubricant,

pipe shall be fixed on wall using of PVC clamp of the

size 110 mm diametre x 149 mm length x 145 mm

heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent

cement including cost of all materials.

[41] Providing and fixing MS Z clamp on Wall or celling for 110.00 Nos 75.75

Pipe Fitting including all type necessary fittings and

accessory etc. completed as per directed engineer in

[42] Providing and fixing PVC SWR Nahni trap IS 14735 for 42.00 Nos 558.36

drain - 100 mm diameter with jali of the following

nominal diameter of self cleansing design with C.I

scread down or hinged grating including the cost of

cutting and making good the walls.

[43] Providing, laying and jointing in true line and level 110 18.00 Nos 3185.67

Providing & Fixing Premium quality approved Bib cock

with wall flange including labour, material,

trasportation etc.complete as directed by engineer

[44] Providing & Fixing Premium quality approved Quarter 21.00 Nos 4015.39

Turn Pillar Cock for Basin including labour, material,

trasportation etc.complete as directed by engineer

[45] Providing & Fixing Premium quality approved make 21.00 Nos 13314.38

Counter Top wash basin of 500 x 435 x 180 mm with

hole for pillar tap with C.I or M.S brackets painted

white including cutting cutting holes and making goods

the same include. C.P. brass waste and waste

pipes.including labour, material, trasportation

etc.complete as directed by engineer incharge.

[46] Providing & Fixing Premium quality approved Flush 4.00 Nos 5846.01

Valve dual flow 40 mm size having Conceled body with

Exposed shut of provision and 100 mm square plate (3

to 6 liter per flushing) including labour, material,

trasportation etc.complete as directed by engineer

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[47] Providing & Fixing Premium quality approved Wall 9.00 Nos 18460.28

Hung European type W C Pan with in Built Jet, PP Soft

closed seat cover, Hinges, Dual Flush cistern, fixing

accessary etc.complete of size 365 x 525 x 400 mm or

375 x 520 x 400 mm including cutting cutting holes and

making goods the same including labour, material,

trasportation etc.complete as directed by engineer

[48] Providing & Fixing Premium quality approved Ladies 6.00 Nos 5884.51

Urinal of size 17.71 x 13.97 x 3.94 Inch connetcting

with PVC waste pipe, Trap etc complete including

labour, material, trasportation etc.complete as directed

by engineer incharge.

[49] Providing and fixing 600mm x 450mm bevelled edge 21.00 Nos 859.41

mirrror of superior glass mounted on 6mm thick A.C.

sheet or plywood sheet and fixing to wooden pluge

with C.P. brass screws and washers.

[50] Providing and fixing C.P. brass towel rail comlete with 12.00 Nos 603.19

C.P. brass brackets fixed to wooden plugs with C.P.

brass scews. (B) 600mm x 20mm size.

[51] Providing and fixing S.W. gully trap with C.I. grating 3.00 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 P of R type

[52] Providing & Fixing Premium quality approved Angular 15.00 Nos 2365.05

stop cock with wall flange including labour, material,

trasportation etc.complete as directed by engineer

[53] Providing & Fixing Premium quality approved Maze 9.00 Nos 2775.36

hand shower of 95 mm round or 95 mm x 95 mm

square shape single flow (face plate stainless steel and

ABS body) with Rubit cleaning system including labour,

material, trasportation etc.complete as directed by

engineer incharge.

[54] Both side laminate finish flush door.Providing Material 104.00 Nos 4057.17

& Labour charge for making laminate finish Flush Door

(finished size of door is 40 mm) of size 975 mm x

mm considering waterproof flush door sheet of 38 mm

thkness covered both side by 1.0 mm thick Laminate

supprted by SS -314 finish hinges. All exposed framing

of 65 mm x12 mm made by teak wood bidding

complete with polish. Finishing with all necessary

hardwares like handles, conceal mortise locks,

cylinders with 6 nos of keys, stopers, tower bolt, MS

nails, SS-314 screws etc. as per details given in drawing

and as per instructions of Architect/Engineer In

charge. Please see the Attached Make List for

Apporoved Makes.

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[55] Providing and fixing Special Needs Range CRUSE SET, 6.00 Nos 58378.00

EWC, 710 x 370 x 810 mm, S Trap, P Trap, Soft Close

Seat Cover, Twin Flush Fittings, Wash Basin 510 x

mm, Spatula Lever basin mixer, Wall mounted Grab bar

600 mm long, Wall mounted Grab bar 600mm long,

Wall mounted Hinged rail 750 x 750 as directed by

Architect Office {SUGAMYA BHARAT Instruction}

[56] Providing and Arranging PREMIUM EXECUTIVE 5.00 Nos 42745.06

REVOLVING CHAIR (Meduim Back) Sigma chrome Base

with Knee Tilt Synchro Mechanism with Any Position

back Lock, Seat & Back - Made from High Density U -

FOAM, Armrest in two pieces 12mm outer boire cut

veneer polyurathine High gloass & 6mm hot pressed

plywood upholstered pad which fix with seat .Including

all materials and labour etc.Complete as per drawing

and instruction of engineer-in charge.Size : max.Height

: 1105 mm to Min. 1015mm, Seat : 660mm x 660mm,

back 510 mm x 600 mm Molto 562 Meduim Back

[57] Sofa- 3- seater, 2 seater and single seater sofa with 24.00 Rmt. 30300.00

19mm water & termite proof ISI grade plywood under

strcture with necessary kiln dried & treated C.P.Teak

wood supports & legs wherever required. It shall be

covered with 45 density HR foam with required

thickness as per design in seat, back and handle

respectively. This should be again covered with

Kg/M2 and 14 mm thick HR foam with madarpat cover

on it & upholstered with fabric of suggested shade &

finish in seat and back on all open visible sides.

Wooden legs are melamine polished with two coats as

should be as per engineer in charge and chief architect.

[58] Providing and Arranging Center table made from 3.00 No 4600.83

37mm x 37 mm Indian teakwood leg and top frame

made from 37mmx 75mm Indian teakwood having

mm thick Ply and 1mm thick laminate and 0.8mm thick

balancing laminate at bottom for shelf made with

surrounding Indian teakwood frame of size 37 mm x

mm the top having 12 mm thick glass with edge finish

to be placed properly in groove made. Surface to be

finished with melamine polish Including all materials

and labours etc. complete as per drawing and

instruction of engineer-in charge. Center Table

Laminate Size :- 900mm x 600mm x 450mm

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[59] COREAN TOP VINEER FINISH CHAMBER TABLE:- 3.00 No 50693.92

Providing and supplying wooden chamber table (Size

1800mm x 900mm x750mm ht.) made of Klin dried &

treated fine quality C.P. teak wood legs & top frame &

19mm thick plywood structure with 4mm

table covered with 8mm thick toughened glass with

polished edges & Corean & fitted with 4Pcs 54 x 10mm

alumnium disc glass table adapter or rubber suction

cups with scrtew.Drawers (3 Nos) slides on Ebco make

telescopic channel with Godrej make lock with two

keys and all other necessary fixture and fastening also

all exposed edges shall be covered with 8mm thic teak

wood beading and also all exposed wodden and vineer

surface finished with matt melamine polish etc

completeas per drawings & instruction of Architect &

engineer in charge.

[60] Providing and Arranging side unit with top 40mm 3.00 Nos 26843.40

overall thickness made from 18 mm thick MR grade

plywood with 4.00 mm thick veneer on top with

melamine finished polish. Side and drawer made of

18mm thick MR grade plywood with 4.00 mm thick

veneer with melamine finished polish and inside

0.8mm thick balancing laminate of approved shade.

Teakwood border with melamine finished polish of

specified size to be provided all around the borders of

plywood. Drawer run on Ebco make telescopic channel

with Godrej make lock with Two keys and shutter fixed

with auto hinges incld. all necessary fixtures and

fastening as approved and back of the unit with 6mm

thick MR grade playwood with 0.8 mm thick laminate

of approved shade with nylon bullet including all

materials and labour etc. Complete as per drawing and

instruction of Engineer-in charge .Side Table veneer

Size :- 1200mm x 450mm x 750 mm

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[61] Providing, fixing & Arranging linear workstation as per 30.00 Nos 31215.31

drawing, framing the skeleton with 18mm + 18mm

thick vertical and horizontal plywood patti both side

cover with 6mm thick plywood for grooving design and

installation, make hole/face plate for conduit pipes of

eletcrical/ networking cables with openable stud from

horizontal partition.vertical support of 18mm + 18mm

thick double plywood cover with 1mm laminate finish

including 18mm thick curvica on exposed edges.Fitted

25mm thick (Partical board, interior grade) post

forming laminated top, fixed with metal clamps

including suspended metal keyboard-mouse tray fixed

with telescopic channel, cable manager and separate

drawer with lock, telescopic channel and box, made

from 18mm plywood with 1mm outside and 0.8mm

inside laminate as well as 18mm post forming outside

of shutter with auto hinges of hafele or equivalent for

left or right side.Drawer run on Ebco make telescopic

channel with Godrej make lock with Two

keys.Providing and fixing of softboard (12mm thick)

finished with tapestry of good quality.partition hight

1200mm.Including all materials and labour

etc.Complete as per drawing and instruction of

engineer-in charge. W/S 1200mm X 750mm x 1050mm

with MDU (P.A

[62] Blinds assemblies are to be supplied & installed in all 302.00 Nos 2147.26

windows with great precision. It should be water

resitant and fitted on alluminium headrails duly power

coated and fitted with stainless steel drive rods.

Manual operated and should have ISI mark.Providing &

fixing roller type window curtains of Deck, Aerolux,

Siddhi or eq. make including same brand channel -

chain mechanism, synthetic black out fabric of

approved colour & design, silver coated backside, same

fabric plated pelmet etc. with all necessary fittings etc.

complete as per Architect/ Site engineer's instructions

as per sized specified in detail drawings.Material

architect.

[63] Providing and Arranging book storage having top 18 25.00 Nos 47924.96

mm thick MR grade plywood with 4.00 mm thick

veneer melamine polish finish with 0.8 mm balancing

laminate.Shelves made of 12 mm thick clear float glass

with all edge polish. Side and shutter made of 18mm

thick MR grade plywood with 4.00 mm thick veneer

melamine polish finish with 6mm thick clear float glass

and Lock and nylon bullet including all necessary

fixtures and fastenings as approved, incld. all materials

and labour etc.Complete as per drawing and

instruction of engineer-in charge (with T.W. border

patti with melamine polish) Glass Storage veneer :

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[64] Wall Clock :- Supplying of Decorative and Wooden 20.00 Nos 1011.96

Finish wall Clock as directed by Engineer in Charge and

Architect.Please see the Attached Make List for

Apporoved Makes.

[65] Providing PVC dustbins of Sintex Euro line ELF 02-04 20.00 Nos 606.00

of 20 liters capacity and size 335 x 245 x 485 mm with

flappy lid or eq. as per Architect's instruction and

Engineer in Charge

[66] Providing and Arranging three seater gang seater 10.00 Nos 15964.24

having Seat & back cushioned on ply, made from CRCA

capcular Tubular frame welded with perforated Die

moulded CRCA sheet. base frame made from round

Tubular welded with horizontal beam Two side

armrest welded with frame including finishing metal

parts with epoxy polyster powde coating of 50 micron

thickness Including all materials and labour

etc.Complete as per drawing and instruction of

engineer-in charge 3 Seater S.S. Gang Seater : HOF

MAKE : VITA3004

[67] Specification:- Providing & fixingLaminate finish 23.00 Nos 9187.97

conference table 9000mm Long, 550 mm height,

mm wide longitunal meeting table having 1.0 mm

Thick. Laminate based on 19 mm thick plywood

finished. table have base of 19 mm thick plywood for

Laminate base and supporting vertical supports made

by of 75MMX450 mm teacwood support as indicated in

drawing with proper cutting and shaping . Leg support

top having size of 75mmx450 mm x 550 mm for each.

all exposed edges shall be covered with half round teak

wood beading patti and Finished with melamine polish.

Sizes and patterns may be varies as suggested by

architect. All fixtures and fastning must be approved by

architect/EOI as per given standard make. The Table

shall also have provision for carrying wires & Mounting

electrical plug point, switches & Mic etc. All complete

as per shown in detail drawings & as per instructions of

architect / in charge engineer. Contractor has to

provide all necessary cut outs for Electrical works & no

extra payment shall be made for it. Use of TEAK wood

bidding & support of appropriate size at each joints .

[68] Providind and Arranging Medium Back Chair - Seat & 70.00 Nos 15219.83

back cushioned on ply, aluminum die casted arms with

cushioned pad, Synchro mechanism with single back

lock, gas lift, chrome base.Including all materials and

labour etc.complete as per detail drawing and

instruction of engineer-in charge.Size : max.Height

1070mm, Min.970mm, Seat: 490mm x 510 mm, Back :

640 mm x 510 mm MARCO 1002 Meduim back Chairs

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[69] Providing and Arranging side unit with top 40mm 30.00 Nos 17727.34

overall thickness made from 18 mm thick MR grade

plywood with 4.00 mm thick veneer on top with

melamine finished polish. Side and drawer made of

18mm thick MR grade plywood with 4.00 mm thick

veneer with melamine finished polish and inside

0.8mm thick balancing laminate of approved shade.

Teakwood border with melamine finished polish of

specified size to be provided all around the borders of

plywood. Drawer run on Ebco make telescopic channel

with Godrej make lock with Two keys and shutter fixed

with auto hinges incld. all necessary fixtures and

fastening as approved and back of the unit with 6mm

thick MR grade playwood with 0.8 mm thick laminate

of approved shade with nylon bullet including all

materials and labour etc. Complete as per drawing and

instruction of Engineer-in charge . Side table - Veneer -

[70] Providing, erecting & Fixing of Bird net 1" x 1" made of 100.00 Sqm 146.45

3mm galvanized wire on prefabricated M.S. frame (Not

Included) erected on site as per direction of engineer in

[71] Repairing to Door / Window including dissembling 38.00 Nos 872.10

from frame, wroughting, providing patti, angles,

replacing / repairing stoppers - aldrops - handles etc.

for proper fixing in to frame hole etc. complete for

smooth operation and proper utilization including

assambeling and Refixing of the same and Painting one

coats (excluding priming coat) on previously painted

wood and wood based surface with enamel paint, to

give an even shade including cleaning the of all dirt,

dust and other foreign matter. as directed by Engineer-

in-charge.

[72] Providing and fixing Glass Partition Partition Top 10.00 Sqm 7193.51

Bottam Teakwood 100 x 50mm thick with Melamine

polish finish, with 12mm Tafan Glass fixing (Glass

make sengboin, Modi) .Including all materials and

labour etc.complete as per detail drawing and

instruction of engineer-in charge.

[73] Providing and Arranging Cushioned Seat & back, PP 30.00 Nos 10317.10

outer back cover, PP arms, Single back lock, Push back

mechanism, gas lift for seat height adjustment, five

prong Nylon base with twin wheel nylon

castor.Including all materials and labour etc.Complete

as per drawing and instruction of engineer-in

charge.Size : Max.Hight 1020mm Min.Height 930 mm,

Seat : 500mm x 460mm, Back: 500mm x 440 mm Low

Back Chair :Priviya-7003

[74] Excavation for foundation upto 1.50mt. depth including 374.00 Cum. 149.67

sorting out and stacking of useful materials and

disposing of the excavated stuff as directed with in

50m. Lead (B) Dense & Hard soil

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[75] Providing & laying cement concrete 1: 3 : 6 (1 Cement : 29.00 Cum. 3307.75

3 Coarse sand : 6 graded B.T stone aggregate 20mm

nominal size) Curing comp. including cost of form work

in foundation and plinth

[76] Providing and laying controlled cement concrete M- 21.00 Cum. 4548.03

250 and curing complete including the cost of form

work but excluding the cost of reinforcement concrete

work in Foundation footing bases of column.

[77] Providing and laying controlled cement concrete M- 11.00 Cum. 6805.38

250 and curing complete including the cost of form

work but excluding the cost of reinforcement concrete

work in Column upto floor two level. Upto ground level.

[78] Providing T.M.T. bar (Thermo Mechanically treated 14155.00 kg 76.21

Bars) reinforcement confirmed to IS-1786 Fe415 for

R.C.C. work including bending, binding, and placing. In

position comp. Up to floor two level. For Ground Floor

[79] Providing and fixing thick M.S. pipe parking shed post 50.45 Qtls. 6595.16

& Rafter & Cross , MS pipe purlines with necessary M.S.

plate including cutting, bending, grinding, welding,

drilling for nut bolts including painting two coats of oil

painting over primer coat etc. complete.as per directed

by engineer incharge.

[80] Providing PPG sheet (Red / Teracota /White / Green / 503.00 Sqm 2028.00

Gray Shade in Color) of roofing fixed with glavanished

iron J or L Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet washer.

filled with white lead complete excluding the cost of

purlins, Rafters and Trusses. (1) 0.50 mm thick sheet.

[81] oviding, laying and jointing in true line and level 160 370.00 Rmt. 831.22

diametre U.P.V.C (Type B) conforming to IS 13592-

1992 with one end plain and other end socketed with

rubber ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe

shall be jointed with each other with rubber lubricant,

pipe shall be fixed on wall using of PVC clamp of the

size 160 mm diametre x 210 mm length x 196 mm

heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent

cement including cost of all materials.

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[82] Constructing brick masonary chamber for under 16.00 Nos 3660.76

ground C.I. Inspection chamber and bends with bricks

having crushing strenght not less than 35kg/ cm2 in

C.M. 1:5 C.I. Cover with frame (light duty) 500mm x

700mm internal dimention total weight of cover with

frame to be not less than 38Kgs (weight of cover 23kg

and weight of frame 15Kg) . R.C.C. top slab with 1:2:4

(1 cement : 2 coarse sand : 4 graded stone aggregate

10mm nominal size) foundation concrete 1:5:10 inside

plaster 1:3 finished smooth with a floating coat of neat

cement on walls and bed concrete etc. comp. in side

dimensions 500mm x 700 mm and 450mm deep for

pipe line one or two inlets

[83] Constructing brick masonry chamber for underground 16.00 Nos 7180.44

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) 600mm x 850mm

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. (ii) Inside dimensions 600mm x 850 mm and

450mm deep for pipe line with one or two inlets.

[84] Providing water harvesting pit 2.40 mt dia x 2.40 mt 6.00 Nos 65493.52

depth with excavation in any strata filling the pit with

brick bats in 0.60 mt depth, 0.30 mt with 25mm to

40mm kapchi 0.30 mt with 10mm to 20mm kapchi &

2.00 mm depth with coarse sand in layer including

maing the lines (PVC) for water inlet etc. as directed

including 250mm dia bore work with 6" PVC" pipe upto

35mt etc, comp.

[85] Box cutting the road surface to proper slope and 34.00 Cum. 104.20

chamber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed up to 50 mts. Lead.

[86] Providing and laying controlled cement concrete M.200 287.00 Cum. 4344.83

and curing complete including the cost of formwork

and reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

[87] Compaction and finishing of cement concrete road by 1434.00 Sqm 85.85

tremix process, providing extra labour charge for

tremix (Vaccum dewatering service) process on cement

concrete road surface by using vaccum dewatering

pump floater surface vibrator including making groove

5mm width and filling with polyvynile polymer and

rough finish to surface as per instruction including

leveling etc. complete.

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[88] Providing and fixing pre-cast Rubber Dye / steel Dye 216.00 Sqm 686.90

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming

to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-2018 etc.

[89] Providing and fixing pre-cast concrete kerb stone of 120.00 Rmt. 384.96

gray cement based concrete block 30cm length, 30cm

height and 15cm thick of M250 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.

[90] Providing and fixing junction board of M.S.plates and 4.00 Nos 5236.70

angles as per standered IRC design including fixing in

C.C. 1:4:8 with necessary excavation, painting, figuring

and lettering on board etc. comp.

[91] Constructing providing and fabricating cattle guard 23.00 Sqm 5089.39

using channel section frame of size ISMC series

mm x 50 mm (Weight 9.20 kg/Rmt) and ISMC section

100 mm x 75mm (weight 11.50 kg/Rmt) intermediate

support for welding G.I.pipe at 12 Cm C/C of size

mm in a frame made of Channel section size 100 mm x

50 mm all round including fixing the unit on prepared

chamber of masonary wall using MS hold fast embeded

in masonary wall top as directed by Engineer in charge

and as per drawing and necessary required

arrangement etc complete.

[92] Removing and scraping of old deteriorated plaster of 245.00 Sqm 18.94

any thickness fromm wall / R.C.C member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

[93] Providing and erecting temporary engineered steel 540.00 Sqm 353.50

tubular standard double scaffolding system on the

exterior side of the building, maintaining it in a

serviceable condition for the required duration as

approved and removing it thereafter. The scaffolding

system shall be stiffened with bracings, runners,

connection with the building etc with suitable working

platforms at required locations with essential safety

features for the workmen etc complete as per

directions and approval of Engineer-in -charge.

[94] Providing formwork of ordinary timber planking so as 360.00 Sqm 300.66

to give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

centering below supporting floor to ceiling not

exceeding 4M. and removal of the same for insitu

reinforced concrete and plain concrete work in.

(G) Columns Pillars Posts and struts.

(1) Square Rectangular Polygonal in plan.

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[95] CHIPPING EXIST CONC.FROM RCC MEMBER 126.00 Sqm 192.91

Surface of member should be checked for sounding

using hammer. The damaged/ delaminated portion will

sound hollow. The same should be marked to regular

geometrical shapes. The edges should be grooved using

slim and powerful 850W (230V) corded angle grinder

about 25 mm deep. Grinder to have no load speed of

11500 rpm with on / off side switch and for use of

cutting disc upto 100 mm. Concrete within the grooved

area should be removed using High performance

chipper hammer featuring low weight & low vibration

having single impact energy of 7.5 J, full hammering

frequency of 3180 impacts/minute, maximum

chiselling performance of 900 cm3/min, weighted

emmission sound pressure level of 94 dB (A) according

to EN 60745, Triaxial vibration for chiseling in concrete

12.1m/s2 according to 60745-2-6 and having weight

according to EPTA procedure 01/2003 of 5.6 Kgs.

[96] P/A ANTI CORROSIVE RUST REMOVER ON 371.00 Sqm 318.15

REINFORCEMENT :

Providing and applying anti corrosive rust remover

"Rusticide" of M/S Sunanda speciality coating pvt Ltd

or equivalent approved including cleaning the

reinforcement bars with wire brush or air blowing

including removing of all loose particle with applying

rust remover thoroughly on reinforcement bars by

using cotton waste swab etc. comp. with all the

required tools, tackles, labourers as required and as

directed by the Engineer in charge. (Area of Concrete

treated with poymer modified mortar shall be

measured for payment please)

[97] P/A STEEL PROTECTIVE COATING : 371.00 Sqm 236.34

Providing and Applying Steel protective coating: The

exposed and cleaned reinforcement bars shall be

applied with a single component cementitious

corrosion inhibiting primer which shall be applied on

the surface using suitable brush. Product: Mucis

Protozione Ferro Mono of Thermax (Area of Concrete

treated with poymer modified mortar shall be

measured for payment please)

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[98] P&A BONDING AGENT ON OLD SURFACE Providing 371.00 Sqm 396.93

bonding agent having a mixed density of 1.45 # 1.5 Kg

/Litre and a pot life of minimum 2 Hours at 35 Deg C. It

shall have an opentime of 6 hours and shall become

fully hard at 24 hours. It shall achieve a minimum

compressive strength of 40 M/mm2 @ 7days when

tested asper ASTM D 695 or BS 6319 Part 2 and a

flexural Strength of 25 N/mm2 @ 7 Days when tested

as per ASTM C-550 or BS 6319 Part 3. It shall achieve a

tensile strength of 15 N/mm2 @ 7 days when tested as

per BS 6319 Part 7 or ASTM D 638. It shall achieve a

slant shear bond strength of minimum 11 N/mm2 with

concrete when tested as per ASTM C 881. It shall

provide a coverage of around 2 # 2.5 SqM per Litre.

[99] P&A POLYMER MODIFIED CEMENT MORTAR : 371.00 Sqm 1591.76

Applying Corrosion Resistance single Component,

polymer modified cement mortar to patch up the

damaged concrete section in planks of upto 25mm

thickness. Providing and applying Corrosion Resistance

Single Component, polymer modified, fiber reinforced

ementatious repair mortar having water powder ratio

in the range of 0.16 and the mixed density of around

2.05 - 2.20 Gms/cc. The repair mortar shall achieve a

minimum compressive strength of 45 MPa @ 28 days

when tested as per ASTM C-109 and a flexural strength

of 7 MPa when tested as per ASTM C 348. It shall

achieve a minimum Adhesion Bond Strength of 2 MPa

when tested on Standard Elcometer as per ASTM D

4541 - 85. The modulus of Elasticity shall be a

minimum of 28 kN/mm2 when tested as per BS

Product: corrosion esistance single Component,

polymer modified, fibre reinforced cementitious of

M/s. Fosroc (Renderoc SP-40), Parex (Lanko-731) .

[100] Extra for additional thickness of Polymer Modified 371.00 Sqm 1591.76

Mortar applied beyond 25 mm upto 50 mm thickness

over and above item no. 8 above.

[101] Drilling hole of required diameter and depth as 1237.00 NOS 145.44

directed for fixing of Rebars using hammer

drill.Cleaning the hole using mechanical air blower,

water jetting etc.Providing & fixing rebar in the drilled

hole using approved make Chemical grout and sealent

with necessary scaffolding, staging, labour, tools, and

equipments etc. complete and the work shall be carried

out by the technical workmens/agency approved by

the manufacturer and under technical supervision of

Manufacturer of Injection grout.etc. complete as

directed by Engineer-in-charge. (a) For 8 & 10 mm.

dia.bar -Depth 100 mm

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[102] Providing and executing injection / pressure grouting 30.00 Each 499.95

in cracks in the parent concrete/brick work or in honey-

comb area by fixing-up PVC or metallic grout-nozzles

on line of crack in concrete/masonary at a distance not

exceeding 300mm injecting with the help of grout-

pump working at a pressure of 3.00 kg/cm2, Pressure

grouting to be done using low viscous 2-component

epoxy crack injection material " Lanko 721 "of

Parexgroup, "Conbextra EP 10 (M) " of Fosroc, "

Concresive 1315" of BASF or equivalent make shall be

done in a sequence starting from lowest grout-hole and

procedding to the next upper one, sealing the grout

nozzles temporarily, on the next day repeating the

grout sequence once more before cutting and sealing

the nozzles permanently.Finally patching up the plaster

with cement mortar (1: 3) proportion using plasticiser

to increase workability, curing with water sprinkler for

minimum three days including finishing the edges of

the patch/groove with birla putty/plaster paris, for

even matching with the adjacent plaster area

etc.complete.

[103] Providing and filling of non structural cracks by 150.00 Rmt. 55.98

exposing the line of crack as per actual requirements at

site and removing all the loose material, dirt etc. from

the crack by brush. The crack shall be made moist by

applying water in the groove by brush. The same

groove shall be filled withtready mixed paste"

POLYFILL-AR" of Sunanda Speciality Coatings Pvt. Ltd.

or Equivalent and making good the walls as per

manufacturer specification and as required by the

Engineer-in-charge.

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[104] Rehabilitation of RCC member in RCC structure for the 45.00 Sqm 3941.02

building, height upto 15.00 m above ground level with

cement concrete as per following operation and

direction of Engineer-in-charge. (i) Building up of the

concrete sections in layers not exceeding 10 mm thick,

including trowelling with wooden tools etc with

Polymer modified cement morter (with water cement

ratio not more than 0.40 in the proportion of 1:5:15 (1

part Polyalk EP of M/S Sunanda Speciallity

CoatingsPrivate Ltd or of equivalent approved brand

and manufacture : 5 parts of cement : 15 parts of

coarse sand) by weight including necessary operation

of mixing the morter by Mechanical means and casting

by dashing or hand packing or by shuttering of the

requisite shape and size to achieve compact concrete

section of the shape and size to existing R.C.C members

upto thickness of 70 mm.

(a) Providing and erecting temporary engineered steel

tubular standard double scaffolding system on the

exterior side of the building, maintaining it in a

serviceable condition for the required duration as

approved and removing it thereafter. The scaffolding

system shall be stiffened with bracings, runners,

connection with the building etc with suitable working

platforms at required locations with essential safety

features for the workmen etc complete as per

directions and approval of Engineer-in -charge. (b)

Relieving structural members such as beams, columns,

slabs of their superimposed loads partially or fully as

directed by provision of adjustable steel props, frames

etc including providing necessary timber, runners,

planks, bracing, jacking up arrangements including M.S

tubular steel double scaffolding & working plateforms

at all required levels etc for all heights upto 50 metres

etc and covering of all openings on inside face to

prevent entry of any material, debris etc and providing

protective covering only external side to avoid splashes

etc as per direction of Engineer-in-charge.

(c) Removal of cement plaster spalled, loose and

disintegrated concrete upto the required depth till

sound concrete is available, including exposing the

reinforcement all round and disposal of dismantled

rubbish to the dumping ground by mechanical

transport where permitted by Municipal Corporation/

Municipality/ Nagarpalika.

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

(d) Chipping off existing loose, damaged, cracked

concrete etc.from RCC members i.e. columns, beams,

slabs etc upto 6mm beyond reinforcement, carefully by

chiesel and hammer including cleaning the surface of

the cement concrete and rusted reinforcement by

mechanical wire brush or by any other established

method and finally remove the loose materials, rust

and dirt with air blowing or by water jetting etc.

(e) Providing and applying anti corrosive rust remover

"Rusticide" of M/S Sunanda speciality coating Pvt Ltd

or equivalent of approved brand and manufacture after

cleaning the same with wire brushe and water jet or air

blowing.Apply the solution with cotton waste swab to

reinforcement as per manufacturer's specification.

(f) Supplying and fixing steel reinforcement of

approved make including cutting, bending, fabricating,

making dowel, hooks, rings, providing spacers, plastic

or steel chairs, supplying binding wires including

binding or welding including wastage etc.complete as

per the specifications and as directed by Engineer-in-

charg and shall be paid separately.The rate is excluding

drilling the hole in RCC work and providing shear

connectors as directed and fixing the shear connecter

with epoxy grouting and making opening in slab when

and wherever required.

(g) Application of a coat of cement slurry made of

Polyyalk Fixoprime of M/S Sunanda Speciality Coating

Private Ltd or Dr. Fixit or equivalent of approved brand

and manufacture as per manufactures specification in

the weight proportion 1:1 (1 Polyalk FP : 1 Cement) or

in the required proportion as per the manufactures

specifications all around the old reinforcement or new

reinforcement treated as under (e) above . (The second

coat shall be applied after a period of six hours)

(h) To ensure proper bonding between old and new

concrete application of bonding coat of slurry made of

Polyalk EP of M/S Sunanda Speciallty Coating Private

Ltd of Dr. Fixit or equivalent approved brand and

manufacture in the weight proportion of 1 :2 (1 cement

: 2 Polyalk EP) or as per manufactures specification

over the cleaned and dried old concrete surface

Operation under (i) should be executed before setting

time of the operation under (h).

[105] Excavation for foundation upto 1.50mt. to 3.0mt. depth 15.00 Cum. 273.54

including sorting out and stacking of useful materials

and disposing of the excavated stuff as directed with in

50m. Lead (c) Hard Murrum

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

[106] Providing and laying in foundation cement concrete 7.00 Cum. 2680.21

1:4:8 (1 cement : 4 coarse sand :8 graded stone

aggregate 40mm nominal size) and curing complete

excluding cost of form work in : (a) Foundation plinth.

[107] Providing and laying ordinary cement concrete 1:2:4 (1 5.00 Cum. 3652.51

cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) and curing etc. complete including

the cost of form work but excluding the cost of

reinforcement. (a) Footing.

[108] Brick work using common burnt clay buildiing bricks 23.00 Cum. 4021.02

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

foundation and plinth in C.M. 1:6 (1Cement : 6 Coarse

sand) G.L. to Plinth level (Conventional.)

[109] Providing and fixing C.I. Manhole cover 0.60 x 0.45 Mt. 19.00 No 958.17

Size having weight not less than 35 kg.

[110] Providing 15mm thick cement plaster in single coat on 93.00 Sqm 221.60

brick / concrete wall for interior plastering up to floor

two level finished even and smooth in cement mortar

1:4 (1 Cement : 4 Sand) and mixing water proofing

materials in cement mortar in proportion

recommanded by the manufacuterer for ground floor.

Total Rs.

I/We am/are willing to carry out 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

Deduct………% below Add………% Above

In words In words

Dated Signature Deputy Executive Engineer Executive Engineer

the Contractor. R & B Sub Division Kheda R & B Division

Kheda Nadiad

Description of Item

Item Rate

(with brief specification and reference to book of Quantity Unit Amount

No. In Figure

specifications)

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by

the Engineer-In-Charge for which no extra payment shall be made.

2. The labour cess 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 there is a 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

5. Credit of Dismantal Material amount of Rs……NA…. must be recovered from Contractor's R.A Bill.

6. Payment will be given only if the material testing result is satisfactory.Testing of material shall be

done as per statement attached with specification

Signature of Contractor Deputy Executive Engineer Executive Engineer

R & B Sub Division Kheda R & B Division

Kheda Nadiad