PART - A

S.No Description Unit Qty Rate in figures Rate in words Amount

1 Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

(exceeding 30cm in depth. 1.5 m in width as well as

10 sqm on plan) including disposal of excavated

earth, lead upto 50m and lift upto 1.5m, disposed

earth to be levelled and neatly dressed, in all kinds

of soil

CM 479

2 Providing and Injecting Chemical Emulsion of

Chlorophyriphos emulsified concentrate 1% for pre-

construction anti termite treatment and a chemical

barrier under and around the column pits, wall

trenches, basement plinth filling treatment of junction

of walls at floor treatment of soil along external

perimeter of building treatment of expansion joints

treatment of soils surrounding pipes and conduits

etc., with 10 years guarantee. Payment will be made

on measured plinth area of Ground floor.

SM 389

3 Providing and constructing Coursed rubble stone

masonry ( second sort) in walls, piers and

foundations and plinth, using approved stone laid,

well bonded, bedded and solidly hearted in cement

mortar 1:6, ( 1 cement, 6 coarse sand) joints

finished flush as work proceeds including curing. The

rate includes cost and conveyance of all materials,

lead and lifts etc., and provision for bond stones at

every 2m c/c in each course.

CM 125

4 Filling with the MURRUM brought from out side

trenches, plinth, soil to the sides of foundation in

layers of 200mm thick consolidating each deposited

layer by ramming watering.

CM 175

5 Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

not exceeding 20 cm in depth, consolidating each

deposited layer by ramming and watering, lead up to

50 m and lift up to 1.5 m.

CM 90

6 Providing and laying plain cement concrete,

machine mixed and mechanically vibrated, using 20

mm / 40mm and below size, crushed graded granite

aggregate as applicable in foundation trenches,

plinth, bed blocks, pockets etc, including curing etc

as directed by Engineer -in -charge .

1:2:4 mix (1 cement, 2 coarse sand, 4 stone

aggregate)

CM 4.9

with 20 mm metal

1:4:8 mix ( 1cement, 4 coarse sand, 8 stone

aggregate)

CM 27

with 40mm metal

7 Providing and laying machine mixed, mechanically

vibrated Reinforced cement concrete works M25

with minimum cement content 375 Kgs

Cement/Cum. of Concrete using 20 mm and below

size crushed graded granite aggregate including

vibrating, curing for all heights and levels including

centering, shuttering, but excluding reinforcement.

Columns/Pedestals CM 33.2

Footings CM 62.2

TIFR BALLOON FACILITY, HYDERABAD

PROPOSED HPC AND SUB - STATION BUILDING - BOQ

Beams, lintel CM 28.5

Plinth Beams CM 10.5

Slab CM 95.7

Sunshade CM 1

Folded plate Slab for staircase CM 3.8

Walls CM 36

RCC Fins CM 9.45

8 PCC 1:2:4 FOR DPC Providing and laying 50 mm

thick DPC in 1:2:4 mix with 6 to 20 mm size

aggregate and water proofing compound at the rate

of 1 kg per bag of cement .

SM 52

9 Providing cold twisted HYSD bars of approved make

of reputed concern of FE 500 GRADE , for RCC

work including straightening, cutting, bending,

binding and placing in position all as per structural

drawings. The cost of binding wire shall not be paid

extra and will be at the contractor's cost.

KG 34098

10 Providing and fixing up to floor five level precast

cement concrete hollow block, including hoisting and

setting in position with cement mortar 1:3 (1 cement :

3 coarse sand), cost of required centering, shuttering

complete.

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

aggregate

20 mm nominal size)A) 200mm thk CM 128.5

B) 100mm thk masonry in CM 1:4,including 2 nos. of

6mm bars at every third course of block masonry.

The rate shall include cost of steel also. The rate

shall be applicable for all heights.

SM 16

FLOORING

11 Providing and laying cement concrete flooring 1:2:4

(1 cement:2 coarse sand:4, 20mm nominal size

graded granite aggregate) finished with floating coat

of neat cement slurry etc, curing, necessary

formwork, shuttering , all labour, leads and lift, etc

complete. (FOR PLINTH PROTECTION ALROUND

and HPC flooring etc.40mm thick with 20mm nominal size aggregate SM 271

12 62 mm thick cement concrete flooring with concrete

hardener topping, under layer 50 mm thick cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20mm nominal size) and top layer

12mm thick cement hardener consisting of mix 1:2

(1 cement hardener mix : 2 graded stone aggregate,

6mm nominal size) by volume, hardening compound

mixed @ 2 litre per 50 kg of cement or as per

manufacture’s specifications. This includes cost of

cement slurry, but excluding the cost of nosing of

steps etc. complete.

SM 30

13 Providing and fixing glass strips in joints of terrazo /

cement concrete floors 40 mm wide and 4 mm thick.

In item 12 above.

RM 90

14 Paver Blocks

Providing and laying factory made coloured

chamfered edge Cement Concrete paver blocks of

required strength, thickness & size/shape, made by

table vibratory method using PU mould, laid in

required colour & pattern over 50mm thick

compacted bed of fine sand, compacting and proper

embedding/laying of inter locking paver blocks

into the sand bedding layer through vibratory

compaction by using plate vibrator, filling the joints

with river sand and cutting of paver blocks as per

required size and pattern, finishing and sweeping

extra sand in footpath, parks, lawns, drive ways or

light traffic parking etc.

complete as per manufacturer's specifications &

direction of Engineering- Charge. 60mm thick C.C.

paver block of M-35 grade with approved colour,

design & pattern

SM 125

15 Providing and laying vitrified floor tiles in different

sizes of 10mm thickness with water absorption less

than 0.08% and conforming to IS : 15622, of

approved make, in all colours and shades, laid on

20mm thick cement mortar 1:4 (1 cement : 4 coarse

sand), including grouting the joints with white cement

and matching pigments etc., complete.

Grouting the joints of flooring tiles having joints of 3

mm width, using epoxy grout mix of 0.70 kg of

organic coated filler of desired shade (0.10 kg of

hardener and 0.20 kg of resin per kg), including

filling / grouting and finishing complete as per

direction of Engineer-in-chargeSize of Tile 600x600 mm SM 126

16 Providing and laying vitrified floor tiles in different

sizes 10mm thickness with water absorption less

than 0.08% and conforming to IS : 15622, of

approved make, in all colours and shades, laid on 6

mm thick cement mortar 1:4 (1 cement : 4 coarse

and), including grouting the joints with white cement

and matching pigments etc., complete

Grouting the joints of flooring tiles having joints of 3

mm width, using epoxy grout mix of 0.70 kg of

organic coated filler of desired shade (0.10 kg of

hardener and 0.20 kg of resin per kg), including

filling / grouting and finishing complete as per

direction of Engineer-in-chargeRiser Size of Tile 600x600 mm SM 12.6

17 Providing and laying rectified Glazed Ceramic floor

tiles of size 300x300 mm having 7.3mm or more

thickness of 1st quality conforming to IS : 15622, of

approved make, in all colours, shades, except White,

Ivory, Grey, Fume Red Brown, laid on 20 mm thick

Cement Mortar 1:4 (1 Cement : 4 Coarse sand),

including pointing the joints with white cement and

matching pigments etc., complete

SM 2.5

18 False Flooring 600 X 600 X 600 mm

The Access raised floor shall be medium grade

panel or equivalent, and also point load of 6.6 KN

(660kg) / over 25mm sq. and UDL of 21.50 KN/m2

(2150kg/sqmtr) ; panels manufactured from steel

with lightweight cementitious core in the size 600 X

600 X 35 mm.The top panel shall be finished with

high abrasion, anti-static High Pressure Laminate in

size 600mm x 600mm x 1mm with beading on all

sides to provide protection of edges.

The bottom of the panel shall be embossed in

hemispherical shape to give strength and flexural

rigidity. The entire panel shall be finished with electro

deposition of cathodic epoxy paint on the exposed

surface for lifetime protection and shall be Zinc

Whisker free.

Pedestals (600mm) design shall conform to speedy

assembly and removal for relocation and

maintenance. Pedestal base to be permanently

secured to portion on sub-floors, pedestal assembly

shall provide easy adjustment of leveling and

accurately aligned panel to ensure lateral resistance.

It shall be designed to avoid any rattle or squeaks. It

consists of 100x100x2mm thick galvanized base

plate die pressed orbitally riveted to 25mm OD 2.20

mm thick G.I./epoxy coated pipe to engage, the

pedestal head assembly consisting of

75mmx75mmx3.5mm embossed ribbed head with

four holes with steel pin for panel location for fasting

and locating of tiles , mechanically locked to

corresponding threaded stud 16mm dia OD and

which is designed to engage the pedestal base

assembly, the assembly shall provide a range of a

height adjustment up to 50mm with the help of two

check nuts . Pedestal shall be permanently fixed to

sub floor by application of Araldite and 4 nos. wedge

expansion type expansion hold fasteners with

threaded dia of 6mm dia.

Stringers system is all steel construction hot dipped

galvanized rectangular snap lock channel

570x25x32x0.80mm thick having notches for snap

locking stringers to aluminium pedestals pre-

punched counter sunk holes are provided at both

ends for securing the stringers on to the pedestal

head ensuring maximum lateral stability in all

directions, the grid formed by the pedestal and

stringer assembly shall receive the floor panel, this

system shall provide adequate solid, rigid support for

access floor panel, the system shall provide a

minimum clear uninterrupted height of 600 mm

between the bottom of the floor for electrical

conduits and wiring etc.

“Design calculations supporting the desired load

carrying capacity of the flooring shall be

submitted by the contractor before use”SM 153

19 Paver Blocks SM 30

Providing and laying 60mm thick factory made

cement concrete

Grass paver block of M -30 grade made by block

making

machine with strong vibratory compaction, of

approved size, design & shape, laid in required

colour and pattern over and including 50mm thick

compacted bed of coarse sand, filling the joints with

fine sand etc. all complete as per the direction of

Engineer-in-charge. The rate to include providing

and spreading 50mm thick red earth mixed with

manure filled in the voids of the paver blocks.

20 Kota stone slabs 20 mm thick in risers and treads of

steps, no joints allowed, skirting, dado and pillars

laid on 12 mm (average) thick cement mortar 1:3 (1

cement: 3 coarse sand) and jointed with grey cement

slurry mixed with pigment to match the shade of the

slabs, including rubbing and polishing complete

SM 13.5

Extra for pre finished nosing in treads of steps of

Kota stone slab

RM 30

21 Providing and laying cement plaster (sponge finish)

of 18mm thick in CM, 1st coat 12mm th in CM (1:5)

and 6mm th 2nd coat in CM (1:3) for inside walls

etc., including scaffolding, at all heights and levels,

curing etc., complete as per the specifications and

drawings. The rate should include making good

chases of electrical conduits, boxes, pipes etc in

cement mortar 1:3 and necessary chicken mesh.

Rate to include additional thickness if required to

achieve perfect line and level. No extra will be

payable on this account.

INTERNAL PLASTERING SM 553

INCLUDING GROOVES where needed

22 CEILING PLASTERING 6mm th in CM (1:3) SM 521

INCLUDING GROOVES where needed

23 Pointing on stone work with cement mortar 1:3 (1

cement : 3 fine sand).

SM 111

24 Providing and laying cement plaster (sponge finish)

of 18mm thick in CM, 1st coat 12mm th in CM

(1:5) and 6mm th 2nd coat in CM (1:3) for outside

walls etc., including scaffolding, at all heights and

levels, curing etc., complete as per the specifications

and drawings. The rate should include making

good chases of electrical conduits, boxes, pipes etc

in cement mortar 1:3 and necessary chicken mesh.

Rate to include additional thickness if required to

achieve perfect line and level. No extra will be

payable on this account.

EXTERNAL PLASTERING SM 651

INCLUDING GROOVES

25 Providing and applying white cement based putty of

Birla/JK make , 2 mm thickness over plastered

surface to prepare the surface even and smooth

complete including supplying and applying 2 coates

of premium acrylic emulsion paint of approved brand

and manufacture to give an even shade (two or more

coats) over and including water thinnable priming

coat with cement primer.

SM 553

26 Distempering with oil bound washable distemper of

approved brand and manufacture to give an even

shade (two or more coats) over and including water

thinnable priming coat with cement primer

SM 521

27 Finishing walls with textured exterior paint of required

shade : 13.45.1 New work (Two or more coats

applied @ 3.28 ltr/10 sqm) over and including

priming coat of exterior primer applied @ 2.20kg/10

sqm

SM 419

28 Providing and painting two or more coats of

WATER PROOF CEMENT PAINT of approved

shade, including one coat of cement primer

application, including cost and conveyance of all

materials, leads and lifts, scaffolding, curing, labour

charges etc for external walls as directed. Rate to be

applicable at all heights, level surfaces and textures.

SM 325.5

29 Providing and fixing false ceiling at all height

including providing and fixing of frame work made of

special sections, power pressed from M.S. sheets

and galvanized with zinc coating of 120 gms/sqm

(both side inclusive) as per IS : 277 and consisting of

angle cleats of size 25 mm wide x 1.6 mm thick with

flanges of 27 mm and 37mm, at 1200 mm centre to

centre, one flange fixed to the ceiling with dash

fastener 12.5 mm dia x 50mm long with 6mm dia

bolts, other flange of cleat fixed to the angle hangers

of 25x10x0.50 mm of required length with nuts &

bolts of required size and other end of angle hanger

fixed with intermediate

G.I. channels 45x15x0.9 mm running at the spacing

of 1200 mm centre to centre, to which the ceiling

section 0.5 mm thick bottom wedge of 80 mm with

tapered flanges of 26 mm each having lips of 10.5

mm, at 450 mm centre to centre, shall be fixed in a

direction perpendicular to G.I. intermediate channel

with connecting clips made out of 2.64 mm dia x 230

mm long G.I. wire at every junction, including fixing

perimeter channels 0.5 mm thick 27 mm high having

flanges of 20 mm and 30 mm long, the perimeter of

ceiling fixed to wall/partition with the help of rawl

plugs at 450 mm centre, with 25mm long dry wall

screws @ 230 mm interval, including fixing of

gypsum board to ceiling section and perimeter

channel with the help of dry wall screws of size 3.5 x

25 mm at 230 mm c/c,

including jointing and finishing to a flush finish of

tapered and square edges of the board with

recommended jointing compound , jointing tapes ,

finishing with jointing compound in 3 layers covering

up to 150 mm on both sides of joint and two coats of

primer suitable for board, all as per manufacturer's

specification and also including the cost of making

openings for light fittings, grills, diffusers, cutouts

made with frame of perimeter channels suitably

fixed, all complete as per drawings, specification and

direction of the Engineer in Charge but excluding the

cost of painting with : Fully Perforated Gypsum

Plaster Board of size 1200 x 2400x12.5 mm having

approx. 15 % perforated area with

perforation size and pattern as approved by the

Engineering- charge and as per manufacturer's

specification, with all 4 side tapered and backed by

acoustical tissue with NRC value not less than 0.60

SM 150

30 Providing and fixing aluminium work for doors,

windows, ventilators and partitions with extruded built

up standard tubular sections/ appropriate Z sections

and other sections of approved make conforming to

IS: 733 and IS: 1285, fixing with dash fasteners of

required dia and size, including necessary filling up

the gaps at junctions, i.e. at top, bottom and sides

with required EPDM rubber/ neoprene gasket etc.

Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically wherever

required including cleat angle, Aluminium snap

beading for glazing / paneling, C.P. brass / stainless

steel screws, all complete as per architectural

drawings and the directions of Engineer-in-charge.

Polyester powder coated aluminium (minimum

thickness of polyester powder coating 50 micron)

With float glass panes of 5.50 mm thickness

Including Handle etc complete

SM 7.2

31 ROLLING SHUTTER Supply, fabrication and fixing

of MS rolling shutter of the following specifications

including grill window of 300 mm height at eye level

for visibility even in closed position. Code:

Conforming to IS 6248 – 1979 Type: Self Coiling

type (manual) Curtains: Interlocking cold rolled lath

section of 0.8 mm thickness. Lock plate : MS sheet

of 3.15 mm thick reinforced with MS angles of 35 x

35 mm. Guide channel : MS sheets of 3.5 mm thick

Bracket Plate : MS Sheet of 0.9 mm thick Hood

Covers : MS sheet of 0.9 mm thick Locking handle :

To be provided suitably. Rate shall include providing

and fixing holdfasts and painting two coats of enamel

paint of approved make and shade over two coats of

zinc phosphate primer.

SM 12.2

32 Providing and fixing 12 mm thick frameless

toughened glass door shutter of approved brand and

manufacture, including providing and fixing top &

bottom pivot & spring type fixing arrangement and

making necessary holes etc. for fixing required door

fittings, all complete as per direction of Engineer-in-

charge

SM 11.9

33 FLUSH DOORS - ( FD ) SM 5.67

Supply and fixing of Commercial Flush door single

leaf shutters with saal wood frame of size 100x65mm

and shutter made of 30mm thick commercial flush

door finished with 1mm thk. Laminate on both sides

including finishing and polishing the wooden

surfaces with sealer-melamine matt finish tinted to

approved colour and shade as per drawing. Door will

have provision of necessary hardware like handles,

aldrops, door lock etc., complete for the finished item

of work.

34 Providing and fixing double action hydraulic floor

spring of approved brand and manufacture

conforming to IS : 6315, having brand logo

embossed on the body / plate with double spring

mechanism and door weight up to 125 kg, for doors,

including cost of cutting floors, embedding in floors

as required and making good the same matching to

the existing floor finishing and cover plates with

brass pivot and single piece M.S. sheet outer box

with slide plate etc. complete as per the direction of

Engineer-in-charge.

No 3

35 Specifications same as above but for ventilator with

4mm glass panes

SM 0.36

36 Providing & fixing 50mm thk thermocole with chicken

mesh on both sides between 2 brick walls for thermal

insulation with all required material complete for the

finished item of work

SM 210

37 Providing and fixing gates, hand rail of approved size

by welding etc. to steel ladder railing, balcony railing,

staircase railing and similar works, including applying

priming coat of approved steel primer.

Kg 2500

Gates , Railing Similar works

38 Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer

using structural steel etc. as required.In trench cover use of 6mm thick ms chequered

plate etc wherever required, all complete

Kg 1281

39 WATER PROOFING

Providing and laying integral cement based water

proofing treatment including preparation of

roofs,balconies,terraces etc consisting of following

operations.

SM 440

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.2645 over the RCC slab including the surface

before treatment.b) Laying cement concrete using broken bricks/brick

bats 25 mm to 100 mm size with 50% of cement

mortar 1:5 ( 1 cement : 5 coarse sand) admixed with

proprietary water proofing compound conforming to

IS 2645 over 20 mm thick layer of cement mortar of

mix 1:5(1 cement : 5 coarse sand) admixed with

proprietary water proofing compound conforming to

IS :2645 to required slope and treating similarly the

adjoining walls up to 300 mm height including

rounding of junctions of walls and slabs.

C) After two days of proper curing applying a second

coat of cement slurry admixed with proprietary water

proofing compound conforming to IS : 2645.

D) Finishing the surface with 20 mm thick joint less

cement mortar of mix 1:4 (1 cement : 4 coarse sand)

admixed with proprietary water proofing compound

conforming to IS :2645 and finally finishing the

surface with trowel with neat cement slurry and

making of 300 X 300 mm square.

E) The whole terrace so finished shall be flooded

with water for a minimum period of two weeks for

curing and for final test. All above operations to be

done in order and as directed and specified by the

Engineer-in-charge.40 Providing and fixing MS grill fabricated from MS

flat/square bar as per approved design including

painting with two coats of red oxide and two coats of

synthetic enamel paint as per DSR item no:9.48,

9.48.1

KG 460

SANITARY ITEMS

1 Providing and fixing of E.W.C (cascade white

Parryware or equivalent) suite including cistern , seat

cover. Also supplying and connecting 12mm CP

angle cock OF (JAQUAR make) with 12mm PVC

connection.NO 1

2 Providing and fixing of Wash basin with CI/MS

brackets , 15mm CP brass Pillar taps of (Jaquar or

equivalent), 32mm waste coupling including painting

of fittings etc complete630x450 with a pair of 15mm CP taps NO 1

3 CPVC

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & cold

water supply, including all CPVC plain & brass

threaded fittings, i/c fixing the pipe with clamps at

1.00 m spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement and the

cost of cutting chases and making good the same

including testing of joints complete as per direction

of Engineer in Charge. Concealed work, including

cutting chases and making good the walls etc.

a) 15mm dia RM 20

b) 25mm dia (external work) RM 30

4 Providing and fixing cast iron soil pipes, waste and

vent pipes (IS 1 3989) only including all fittings

(plain or with inspection door) e.g bends, junctions,

offsets, access piece, caulking with cement including

cutting holes in walls and floors, and making good.

GI bat clamps of adequate size shall be provided at

every 2m c/c or at every joint. Rate to include

painting in 3 coats of enamel paint with primer and

surface preparation, testing for leaks etc., complete.

a) 100mm dia RM 20

b) 75 mm dia RM 20

5 Providing and laying in position salt glazed

stoneware pipes conforming to IS 651, to correct

alignment and gradient as per the drawing including

excavation of trenches in all types of soil, sealing

the joints with tarred gasket and finishing with 1:3

cement mortar and testing of joints, refilling the

trenches with excavated earth, watering, ramming

etc.,complete.

150mm dia RM 40

6 Providing and fixing CI pipes of 100 dia, to

columns, brick work etc, with suitable MS clamps at

1m c/c, required hardware, labour, pipe accessories

like shoe end, drop end etc.

RM 105

7 Providing and fixing trap of self cleansing design with

screwed down or hinged grating with or without vent

arm complete, including cost of cutting and making

good the walls and floors : 17.60.1 100 mm inlet and

100 mm outlet

NO 2

8 GATE VALVES

Providing and fixing heavy duty, gun metal full way

gate valves tested up to 300 lbs/Sq.in ( 20kg/cm2) of

approved quality to IS 778-1971.a) 25mm dia NO 2

9 Supplying & fixing bib cock 15mm of approved

make (Jaquar 035) Each 4

10 Supplying & fixing of soap dish of approved make

(Jaquar 1131) Each 4

11 Supplying & fixing of TOILET PAPER HOLDER

(Jaquar 1151)

Each 4

12 Providing and fixing square-mouth S.W. gully trap

class SP-1 complete with C.I. grating brick masonry

chamber with water tight C.I. cover with frame of 300

x300 mm size (inside) the weight of cover to be not

less than 4.50 kg and frame to be not less than 2.70

kg as per standard design

NO 4

13 Constructing masonry Chamber 90x90x100 cm

inside, in brick work in cement mortar 1:4 (1 cement :

4 coarse sand) for sluice valve, with C.I. surface box

100 mm top diameter, 160 mm bottom diameter and

180 mm deep (inside) with chained lid and RCC top

slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size ), i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5

fine sand : 10 graded stone aggregate 40 mm

nominal size ) and inside plastering with cement

mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,

finished with a floating coat of neat cement complete

as per standard design :

NO 4

14 Providing and placing on terrace (at all floor levels)

polyethylene water storage tank, ISI : 12701 marked,

with cover and suitable locking arrangement and

making necessary holes for inlet, outlet and overflow

pipes but without fittings and the base support for

tank

Ltrs 1000

15 Making soak pit complete as per standard design &

drawing.

NO 1

16 Providing & constructing Septic tank for 25 users.as

per the drawing

NO 1

17 Providing percolation pit of size 10.75x5.7m x 1m -

1 No as per the drawing attached

NO 1

18 Providing percolation pit of size 4m x 3m x 1m - 4

nos as per the drawing attached

Nos 4

Total (PART - A)

Discount if any

PART (B)

Sr#

Item

Base Value(Rs)

(+)Plus/(-)Minus(both in symbol and words)

Percentage (+)Plus/(-)Minus(both in symbol and words)

Effective Amount*(Rs)

BV P

B1

Any unforeseen item not covered above, executed from CPWD Delhi Schedule of Rates 2013

9,00,000

NOTE:

Effective amount in B1 shall be BV x (1 + P/100) for plus percentage and BV x (1 - P/100) for minus percentage -----------------------------------------

Grand Total [Total Part (A) + B1] = -----------------------------------------

Signature and Stamp of the bidder