(381611313) boq earthwork

Name of work :- Construction of Residential & Amenities, Services and Road

for National Thermal Power Corporation

PART - I CIVIL WORKS

ABSTRACT OF COST

PART DESCRIPTION PAGE AMOUNT (Rs.)

A

B

C

D

E

F

G

H

I

J

K

L

Sub-Structure

Super structure (Structural)

Form work

Reinforcement work

Masonry work

Flooring work

Doors and windows

Fittings & Fixtures

Water proofing work

Plastering work

Painting work

Miscellaneous work

7

8

9

10

11

17

24

27

29

30

32

39

Total of Part - I :

SN QNTY. DESCRIPTION OF ITEM RATE UNIT AMOUNT

1

Note :-

1602.00

Cum

2470.00

Cum

4071.00

Cum

PART I-A - SUB STRUCTURE

Cement concrete of specified grades at all

locations & depths for the following works using

graded stone aggregate of 20mm maximum size

including necessary form work, machine mixing,

transporting, placing in position consolidation,

finishing, curing etc. complete all as per

specifications, drawings & as directed by the

Eingineer in charge.

Nominal reinforcement if provided

shall be measured & paid under relevant item.

(i) P C C in Grade M10 in bed concrete to

foundations, pedestal etc.

(ii) P C C in Grade M15 in sub base flooring,

foundation , pedestals, cable pits, cable trenches,

plinth protection etc.

(iii) Extra over item No. 5 (i) and 5 (ii) above for

providing RMC (Ready Mixed Concrete)

confirming to IS 4926 (latest) in lieu of

conventional PCC items supplied by approved

RMC manufactures for all type of structural / PCC elements

Cum

Cum

Cum

NOTES FOR REINFORCED CEMENT CONCRETE

a) Cement for structural works shall be OPC/ PPC ISI marked and

duly approved by the Engineer-in-charge

b) PPC/ blended cement of ISI marked shall only be used for

finishing works on prior approval of Engineer-in-charge

c) All RCC work shall be controlled concrete unless otherwise

specified and shall be carried out strictly in accordance with the

drawings and specifications.

d) The rates for RCC works shall be exclusive of cost of

reinforcement and form work unless otherwise mentioned.

e) All coarse aggregate to be of 20mm. maximum size &

uniformly graded unless otherwise mentioned.

f) For all RCC items, the rates quoted shall include the following

without any extra cost to the Department.

i) Spacers to maintain clear cover for reinforcement.

ii) Fixing at correct level and in proper alignment the inserts, pipe

sleeves, pipe bends, hooks, other pipe specials etc. supplied by/

through the Department.

iii) Test for Concrete shall be done as per IS 456-2000. and the

SCHEDULE OF QUANTITIES

t f th h ll b b b th t t


2

3

4

5

25094.00

Cum

9365.00

Cum

20141.00

Sqm

Note:-

Reinforced Cement Concrete of fillowing grades in

in foundation and plinth at all levels and locations

conforming to I.S. 456-2000 using 20mm.

maximum size down graded stone aggregate

including machine mixing, conveying, placing in

position, mechanical consolidation, finishing,

curing etc.all complete as per specifications ,

drawings and as directed by the Engineer in

Charge .

a) For all type of structural / RCC elements

with all geometrical shapes.

i) RCC of Grade M30

Extra over item No. 6 (i) above for providing

RMC (Ready Mixed Concrete) confirming to IS

4926 (latest) in lieu of conventional RCC items

supplied by approved RMC manufactures for all

type of structural / RCC elements

Providing, erecting, fixing in position striking /

removing and cleaning steel / timber shuttering &

centering for form work in foundation plinth at all

locations for all geometrical shapes in plain,

curved surfaces of structural / RCC elements

including chamfers, splays, keys, wedges, props,

rails, bracings, brackets, cutting holes for pipes

etc., providing & applying approved form oil on all

surfaces of form work coming in contact with

concrete including close hacking of all exposed

concrete work after removal of form work, all

materials, labour etc. all complete as per

specifications, drawings and as directed by the

Engineer-in-charge.

Cum

Cum

Sqm

MT

i) Area of form work in contact with concrete shall only be

measured for payment and stop boards for construction

joints will not be measured for payment.

ii)The rate of formwork shall include all type of structural /

RCC elements and geometric shapes including circular and

any other curved surfaces.

Reinforcement for RCC work including supplying,

delivering, storing of various diameters as

required at site of work including loading,

unloading, transporting, decoiling, straightening,

cutting, bending, placing in position at all locations

& levels and binding with 18 gauge, soft drawn

annealed steel binding wire including carrying out

various tests as required etc. all as per


Engineer in Charge

1632.00 i) Thermo Mechanically Treated bars of grade


6

7

8

9

Note:-

2217.00

Cum

Note:-

584.00 Cum

2917.00

Sqm

517.00

Cum

and RINL. Cum

Cum

Sqm

Cum

The cost of binding wire shall be borne by the contractor

and binding wire shall not be measured for payment.

Brick masonry work in foundation and plinth,cable

pits, trench, steps etc. using well burnt bricks from

approved lot, of class designation 75

(classification as per IS 1077-1992 and min.

average compression strength not less than 7.50

N/mm2 ) in C.M 1: 6 to correct line, level and

plumb including raking out joints/simultaneous flush

pointing with cement mortar 1:4, curing etc. all

complete as per specifications, drawings and as

directed by Engineer in Charge.

i)One brick wall thickness shall be considered as 250 mm &

lesser wall thickness if any shall be made up accordingly

by the contractor by applying cement mortar of mix 1:4 in

proper line, level & plumb without any extra cost to the

Department.

ii) The rate shall include cost of making the brick masonry

to all geometrical shapes and sizes without any extra cost

to the Department.

Providing random rubble masonry with rough dressed hard stone below plinth in foundation, plinth, retaining wall ,compound wall etc. in cement mortar 1:6 including through stone, header stone, bond stone, quoins etc. well packed including filling the interstices with smaller stone chips, striking, raking out joints & finishing the joints, including scaffolding, curing etc. all complete as per specifications, drawings and as directed by the Engineer in Charge. Cement pointing to random rubble masonry wall with cement mortar 1:3 including raking out joints, pointing neatly and finishing the joints, curing scaffolding etc. complete all as per specification, drawing and as directed by the Engineer in charge. a) Raised and cut pointing

Providing laterite stone masonry with rough

dressed hard stone below plinth in foundation,

plinth, retaining wall ,compound wall etc. in cement

mortar 1:6 including through stone, header stone,

bond stone, quoins etc.laid to line, level plumb etc.

including striking, raking out joints & finishing the

joints, including scaffolding, curing etc. all


directed by the Engineer in Charge.


11

12

13

14

Sqm

8182.00

Cum

8148.00

Cum

Note:-

16207.00

Sqm

19618.00

Sqm

all locations to correct line, level, plane and plumb

for cable pits trenches, chambers,steps etc.,

finished smooth with neat cement finish, including

preparing the surface, scaffolding, curing etc. all

complete as per drawings, specifications and as


Filling in plinth with selected earth excavated

from nearby borrow areas with in 2.0 km by

mechanical transport including all leads,

lifts,loading, unloading, stacking, levelling,

spreading, in layers not exceeding 150 mm thick,

breaking clods, watering, consolidation to obtain

90% proctor density etc.all complete as per


Engineer in Charge.

Disposing off the surplus excavated materials by

mechanical transport to the neareby dumping pits/

dumping areas inside the campus within a lead of

2.0 km including all leads, lifts, loading, unloading, stacking, spreading, levelling etc.all complete as per specifications & as directed by the Engineer in Charge

Cum

Cum

Sqm

Sqm

Voids @ 20% for soils and 50% for soft rock/hard rock

shall be deducted from fully loaded truck measurements

to arrive at the net quantity for payment in case direct

measurement is not possible.

Providing and laying dry rubble stone hard core

soling of following consolidated thickness in sub

base to floor and in plinth protection to required

levels and lines with first quality rubble, hand set,

well packed including filling the interstices with

smaller stone chips, supplying & finishing / blinding

the surfaces with approved blinding quality murrum

including watering, consolidation etc. all complete

as per specification drawings & as directed by

Engineer in Charge.

i) 150mm consolidated thickness

Supplying and spreading pesticides

CHLORPYRIPHOS or other chemical approved by

central insecticides board as directed by the

manufacturer and spraying the mixture uniformly by

sprayer as pre-construction antitermite treatment

at the rate of 7.5 liters per sq.m. on vertical and 5

ltrs. per sq.m. on horizontal surfaces (or as

directed by the manufacturer ) within the trenches,

50% of the emulsion to be filled in the holes made

in trenches at 150mm. centre to centre etc.

l t IS 6313 P t II & di t d b


15

16

Notes :-

a)

b)

c)

1930.00

Sqm

1742.00 Sqm

the Engineer-in-charge. (The payment will be

made on the basis of plinth area measurement

only at ground floor/stilt area for all stages of

operation and vertical face will not be measured

for payment) complete as per specifications,

drawings and as directed by the

Engineer-in-charge.

This item will be executed through approved agency who is a

member of Indian Pest Control Association, approved by Central

Insecticides Board.

The contractor shall have to furnish ten years guarantee in the

prescribed proforma as per Section-10 (iv) Conditions and

clauses of contract, to maintain the anti-termite treated

area/structure free from termite.

Prior approval of Engineer in Charge shall be obtained after

testing the chemical for antitermite to be used and shall be tested

in approved laboratory and to be submitted to Engineer in

Charge. Cost of testing shall be included in the rates quoted.

Providing and laying damp proof course 38mm Sqm

thick at plinth level in cement concrete 1:2:4 using

10mm. maximum size and down graded stone

aggregate, mixed with approved water proofing

compound at 2% by weight of cement laid to

levels, slopes etc. including applying a coat of hot

bitumen of grade 80/100 at 17 kg./10 sq.m.

including cost of form work, curing all complete as

per specifications & as directed by the Engineer in

Charge.

Providing and laying patent box type cement Sqm based water proofing treatment of approved

agency for basement raft and lift wall at all levels &

locations as per specification of the water proofing

agency including cleaning of surfaces, curing and

testing the lift pit for water tightness, rectification of

defects if any, etc. complete as per specification

and drawing and as directed by the

Engineer-in-charge as per the following.

a) Providing 50 mm to 70mm thick water proofing

treatment for base / floor consisting of

i) Ist layer shahabad stone of approx. size

600x600x20mm thick of approved quality,(rough

stone slab) over a 25mm thick base of cement

mortar 1:3 (1 cement:3 course sand) mixed with

waterproofing compound conforming to IS:2645 in

the recommended proportion, joints sealed and

grouted with cement slurry mixed with water

proofing compound conforming to IS: 2645 in

proportions recommended by the manufacturer.

ii) 2nd layer of 25mm thick cement mortar 1:3


Notes:-

a)

b)

c)

d)

(1cement : 3 coarse sand ) mixed with water

proofing compound in recommended proportions.

iii) Finishing top with stone aggregate of 10mm to

12mm nominal size spreading @ 8 cudm/sqm

thoroughly embedded in the 2nd layer

b) Providing and laying integral cement based

treatment for water proofing on the vertical surface

by fixing shahabad stone of approx. size

600x600x20mm thick of approved quality,(rough

stone slab) with cement slurry mixed with water

proofing compound conforming to IS: 2645 in

recommended proportion with a gap of 20mm

(minimum) between stone slabs and the receiving

surfaces and filling the gaps with neat cement

slurry mixed with water proofing compound and

finishing the exterior stone slab with cement

mortar1:4(1 cement: 4 coarse sand) 20mm thick

with neat cement punning mixed with water

proofing compound in recommended proportion

complete at all levels and as directed by

Engineer-in-charge.

The contractor shall get written approval from the Engineer

-in-Charge, for the water proofing agency engaged and shall

submit the specification of the waterproofing before

commencement of work.

The contractor shall test the surface where water proofing

treatment provided for bone dry condition by filling up with water.

No wet patches or leaks shall appear on the surrounding wall or

under side of the slab.

The contractor shall furnish guarantee bond on appropriate

stamp paper in the proforma as per Section-10 (iii) conditions

and clauses of contract for the entire waterproofing treatment for

maintaining the surroundings and under side surfaces of the

waterproofing treatment in bone dry condition for 10 years. During

the guarantee period the contractor shall attend all leakages,

defects etc. if noticed, free of cost, starting the work of checking up

and rectification within a week's time from the date of intimation

about such leakages/defects

The Contractor shall keep the lift well filled with water after the

water proofing work has been completed and shall clean it before

handing over. At no time shall the lift pit be kept empty. Testing

for the bone dry condition for the water proofing work carried out

shall again be done, before handing over, if found necessary by

the Engineer- in-Charge.

TOTAL OF PART 1 - A : (Sub Structure) Rs.


17

18

Notes :

a)

b)

c)

d)

i.

ii.

iii.

iv.

17895.00

17895.00

Cum

PART I-B : SUPER-STRUCTURE (STRUCTURAL)

i) Super structure items included in this schedule pertains to

all the works above plinth level upto roof including parapets,

water tanks,machine room, terrace level works etc. unless

specified otherwise.

REINFORCED CEMENT CONCRETE.

All RCC works shall be controlled concrete unless otherwise

specified and shall be carried out strictly in accordance with the

drawings, specifications and as directed by the Engineer in Charge.

The rates for RCC works shall be exclusive of cost of

reinforcement and form work unless otherwise mentioned.

All coarse aggregate to be 20mm. maximum size and uniformly

graded unless otherwise mentioned.

For all RCC items, the rates quoted shall include the following

without any extra cost to the Dept.

Spacers to maintain clear cover for reinforcement.

Fixing at correct level and in proper alignment the inserts, pipe

sleeves, pipe bends, fan hooks, other pipe specials etc.supplied

by/ through the Department.

Cut out in slabs, construction joints etc.

Test for concrete shall be done as per IS 456-2000 and the cost

Cum

Cum

of the same shall be borne by the contractor.

Reinforced cement concrete of grade as

mentioned below in super structure conforming to

IS 456-2000, at all floors and levels for all structural

members in all geometrical shapes/ design using

graded stone aggregate of 20mm and down

graded including machine mixing, conveying,

placing in position, mechanical consolidation,

finishing, curing, etc. complete all as per drawings,

specifications & as directed by Engineer in

Charge.

a)For all type of Structural/ RCC Elements

i) RCC of Grade M30

Extra over item 21 (i) ) above for providing RMC

(Ready Mixed Concrete) conforming to IS 4926

(Latest) in lieu of conventional RCC items,

supplied by approved RMC manufacturers.

TOTAL OF PART I-B : [ Super Structure ~ Structural ] Rs.


19

20

Notes:-

i)

ii)

104614.00

Sqm

2517.00

Sqm

PART - I-C : FORM WORK

Sqm

Sqm

The rate of formwork shall include all type of structural /

RCC elements and geometric shapes including circular

and any other curved surfaces at all height and locations

with independent staging having adequate additional

bracing , proping, intermediate/multiple staging required if

any etc.

For double/ multi stage shuttering design calculations and

details / drawings for scaffolding shall be submitted by

the contractor well in advance. Prior written approval

of form work shall be obtained from Engineer in Charge,

before commencement of work.

Providing, erecting, fixing in position, striking /

removing and cleaning steel / timber shuttering &

centering for form work at all level & locations

including intermediate / multiple staging for all

geometrical shapes and designs including rails,

bracings, props, brackets, cutting holes for pipes

etc., providing & applying approved form oil on all


concrete including close hacking of all exposed

concrete work after removal of form work, all

materials, labour etc. complete as per


Engineer in Charge. (Area of form work in contact

with concrete shall only be measured for payment

& stop boards for construction joints etc. will not be

measured for payment).

a) For all type of Structural / RCC elements in

all geometrical shapes .

Providing, erecting, fixing, centering and shuttering

work using plyboard to obtain form finished

concrete surfaces of F3 finish at all heights &

locations including intermediate / multiple staging

for, all geometrical shapes and designs including

chamfers, splays, keys, wedges, props, rails,

bracings, brackets cutting hole for pipes etc.

providing and applying approved form oil to all


concrete and skirting/removal of the same

including finishing by filling form-tie-hole, removal

of fins, ridges and irregularities by grinding filling

air hole with sack rubbed finish, cleaning up of

loose and adhering debrices including all

materials labour etc. complete as per

specification, drawings and as directed by

Engineer in Charge.

T t l f PART I C (FORM WORK )


21

2376.00

MT

PART - I-D : STEEL REINFORCEMENT WORK

Reinforcement for RCC work including supplying

steel bars of various diameters as required at site

of work including loading, unloading, transporting,

decoiling, straightening, cutting, bending, placing

in position and binding with 18 gauge, soft drawn

annealed steel binding wire including carrying out

various tests as required etc. all as per


Engineer in Charge (Cost of binding wire shall be

borne by the contractor & shall not be measured

for payment).

i) Thermo Mechanically Treated bars of grade

Fe-500D manufactured by SAIL, TATA STEEL,

and RINL.

MT

Total of PART I-D : (STEEL REINF. WORKS ) Rs.

22

23

Notes:-

a)

b)

c)

d)

12756.00

Cum

PART - I-E : MASONRY WORK

Cum

The contractor shall get approved the samples of bricks

from the Engineer-In- Charge before procurement on large

scale and shall maintain the same for the entire work

Necessary openings/ nitches/ cut-outs, wherever required

as per drawings and asked for by the Engineer-In-Charge,

shall be provided by the contractor without any extra cost.

One brick wall thickness shall be considered as 250mm

and half brick wall as 125 mm and lesser wall thickness if

any shall be made up to the required dimensions by the

contractor in CM 1:4 to proper line, level and plumb


The rate shall include cost of making the brick masonry

to all geometrical shapes and sizes without any extra cost to

the Department.

Brick masonry in super structure at all floors and

locations using well burnt bricks from approved

lots of class designation 75 (classification as per

IS 1077-1992 and minimum average compressive

strength not less than 7.50 N/mm2 ) in CM 1:6 in

250mm walls to correct line, level and plumb

including raking out joints, curing, scaffolding etc.

all complete as per specifications, drawings & as

directed by Engineer in Charge

Providing brick work 125mm thick in partition

walls, dwarf walls, parapets, under platforms,

curtain walls, fins,external boxing etc. at all floors

and locations as per drawing using well burnt

b i k f d l t f l d i ti 75


24

19899.00

Sqm

2698.00

Sqm

250.00 Cum

(classification as per IS 1077-1992 and min.

average compressive strength not less than 7.50

N/mm2) in C.M 1:4 to correct line, level & plumb

including scaffolding, raking out joints, curing etc.

all complete as per specifications drawings & as


i) With 125mm.wide and 80mm. thick RCC (1:2:4)

stiffeners at every one metre height including

formwork but excluding the cost of steel

reinforcement, which shall be paid under relevant

item.

ii) Without RCC stiffeners for support walls, nitches

etc.

Providing random rubble masonry with rough dressed hard stone in superstructure at all floors and locations in cement mortar 1:6 including through stone, header stone, bond stone, quoins etc. well packed including filling the interstices with smaller stone chips, striking, raking out joints & finishing the joints, including scaffolding, curing etc. all complete as per specifications, drawings and as directed by the Engineer in Charge.

Sqm

Sqm

Cum

TOTAL OF PART I-E : Masonry Work Rs.

25

Notes:- a)

b)

c)

d)

e)

f)

PART -I-F : FLOORING WORK

The floor finish level shall be generally in level matching with the

surrounding floor finish level. No extra payment shall be

entertained for matching the floor differences.

Adjustment of levels in thickness of mortar bedding due to

different types of flooring, if any, shall be done by the

contractor without any extra cost to the Department.

The contractor shall submit and get approved the sample for

flooring, skirting, dado tiles from Engineer in Charge before bulk

procurement.

Pattern & design of flooring/ skirting/ dado shall be approved by

the Engineer in charge before commencement of work.

Exposed edges of all natural stones used for the works like

Kotah, Marble, Granite etc.shall be machine cut and shall have

uniform thickness and mirror polished unless otherwise

mentioned.

The rate shall include cost of making the flooring to all geometrical

shapes and sizes without any extra cost to the Department.

Providing & laying at all floors & locations Vitrified

tile marbonate of M/s H & R Johnson of

600x600mm size, having 8.5mm thickness (or


26

27

12736.00

Sqm

1852.00

Sqm

3218.00

Sqm

170.00

Sqm

11866.00

Sqm

7120.00

Sqm

flooring / skirting / dado / clading at all floors and

location in approved pattern and colour laid over

cement mortar bedding / backing, close jointed

and grouted with white cement slurry and approved

pigment as per manufacturer's specifications,

finished to level, line, slope and plumb, cutting of

tiles, wastage, making openings / cut out if

neccesary, final cleaning of surfaces, curing etc.

complete all as per drawings, specifications & as


i) In flooring laid over 20mm thick cement mortar

1:4 ( I cement : 4 sand) bedding.

ii) In skirting laid over 12 mm thick CM 1:3

( I cement : 3 sand) backing.

Providing and laying at all floors and levels

6mm(min.) thick or as per specifications of

approved manufacturer first quality matt finished /

non-slippery ceramic tile flooring /dado/ cladding

as per the approved pattern of H & R Johnson (I)

Ltd laid in cement mortar bedding / backing, close

jointed and grouted with matching cement slurry to

match the colour of the tiles, finished to level, line,

slope and plumb including cutting of tiles, making

openings /cutout if necessary, wastage and final

cleaning of surfaces as required, curing

etc.complete all as per drawings,specifications &

as directed by Engineer in Charge

i) In Flooring laid over 20mm thick cement mortar

1:4 ( I cement : 4 sand) bedding.

ii) In skirting laid over 12 mm thick CM 1:3 ( I

cement : 3 sand) backing.

iii) In dado/ clading laid over 12 mm thick CM 1:3

(1 cement : 3 sand) backing.

Providing & laying machine cut & machine

polished kotah stone flooring at all floor & location

including stair case landing necessary cement

mortar bedding/ backing, close jointed & grouted

with matching cement slurry and finished to line,

level, curing etc. as required, including cutting of

stone slab, wastage, making cut outs, wherever

required, machine polishing/ hand polishing

(where machine cannot have access) etc.

complete all as per specifications, drawings and

as directed by the Engineer in Charge.

i) In flooring with machine polished kotah stone slab of size 575x575x 25mm thick with 20mm thick cement mortar 1:4 ( I cement : 4 sand)

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm


28

29

30

1748.00

Sqm

252.00

Sqm

565.00

Sqm

1215.00

Sqm

595.00

Sqm

204.00

Sqm

4038.00

Sqm

ii) In skirting with machine polished kotah stone

slab of size 575x150x20 mm with 12mm thick

cement mortar 1:3 ( I cement : 3 sand) backing.

iii) For sloped skirting with 12mm thick cement

mortar 1:3 ( I cement : 3 sand) backing.

iv) For window sill with machine polished 25mm

thick single piece kotah stone of 125 mm

approximate width laid over 20mm thick cement

mortar 1:4 ( I cement : 4 sand) bedding including

rounding the exposed edges

Providing & laying machine cut and machine

polished kotah stone for treads/ risers / steps etc

as mentioned below, laid over cement mortar

bedding/ backing, close jointed and pointed with

matching cement slurry and finished to line, level

plumb etc. as required, including curing, cutting of

stone slab, making cut outs, wherever required,

wastage etc. to get true square edges and final

hand polishing all as per specifications, drawings

& as directed by the Engineer in Charge.

i) For treads 25mm uniform thick in single piece

1200mm approx. laid over 20mm thick cement

mortar 1:4 (1 cement:4 sand) bedding, including

providing three Nos. of antiskid grooves &

rounding the edges etc.complete.

ii) For risers 20mm thick in single piece of

1200mm (approx.) length with 12mm thick cement

mortar 1:3 (1 cement : 3 sand) backing.

iii) For ramp 25mm uniform thick in single piece of

1200mm (approx.) length laid over 20mm thick

cement mortar 1:3 (1 cement :3 sand) bedding,

Providing machine mixing and laying in approved

panels of 40mm thickness IPS flooring in cement

concrete mix of 1:2:4 using graded stone

aggregate of 12.5 mm max. size with colouring

pigment, at all level, well vibrated, compacted

including providing and fixing 25 mm x 3 mm thick

aluminium dividing strip for panel of about 2 sqm

size, to correct level and finished smooth and

curing including preparation of surface by cleaning,

hacking and exposing aggregate to achieve the

best bond, all complete as per specification

drawing & as directed by Engineer in Charge.

Providing, laying and fixing in position thickness

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm


31

32

168.00

Sqm

116.00

Sqm

8165.00

Sqm

916.00

Sqm

polished (mirror polish) granite stone of approved

colour/ shade in flooring/ skirting/ clading/ treads/

risers/ cills etc at all location including necessary

mortar bedding/ backing, close jointed and

grouted with matching cement slurry and finished

to line, level etc., as required including cutting of

stone slabs, wastage, making cutouts, required

pattern in plain/ curved or any geometric shape

and design wherever required, all as per

specifications , drawings and as directed by the

Engineer in charge.

i) In flooring at specified areas with mirror

polished 18mm thick granite stone slab in required

sizes, shade, shape and pattern in plain/ curved or

any geometric shape and including 20mm thick

cement mortar bedding of mix 1:4 (1 cement : 4

coarse sand) including grey cement slurry at 4.40

kg/m2 over bedding and matching slurry with white

cement at 2.20 kg/m2 for grouting the joints.

a) 100% raw silk.

b) 100% ruby red.

Providing and laying at all floors pre-cast

hydraulically pressed white colour terrazzo/

mosaic tiles of M/s.GICO Tiles , using marble

chips of size 4 to 10mm with approved colour

(using white cement) in flooring/ skirting over and

including mortar bedding/ backing, close jointed,

double grouting of joints with matching cement

slurry, finished to level, slope and plumb as

required, curing and machine polishing (hand

polishing, where machine cannot have access)

including cutting of tiles if required, wastage etc.,



i) Flooring with 250 x 250 x 22mm size tiles as per

relevant IS with 20mm thick cement mortar

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

including grey cement slurry at 4.40 kg/m2 and

white cement slurry at 2.20 kg/m2 over the

bedding and for grouting the joints respectively.

ii) Skirting with 100 x 20mm size tiles with

20mm thick cement mortar backing of mix C.M 1:3

(1 cement : 3 coarse sand)

Providing, laying and fixing in position machine

Sqm

Sqm

Sqm

Sqm


484.00

Sqm

75.00

Sqm

33 694.00

Sqm

34 1740.00

Sqm

Note:-

i)

ii)

35 925.00

Sqm

stone of approved colour/ shade in flooring/

skirting/ clading etc. at all location including

necessary mortar bedding/ backing, close jointed

and grouted with matching cement slurry and

finished to line, level etc., as required including

cutting of stone slabs, wastage, making cutouts,

required pattern in plain/ curved or any geometric

shape and design wherever required, all as per


Engineer in charge.

i) In flooring at specified areas with mirror

polished 16 mm thick marble stone slab in required

sizes, shade, shape and pattern in plain/ curved or

any geometric shape and including 20mm thick

cement mortar bedding of mix 1:4 (1 cement : 4

coarse sand) including grey cement slurry at 4.40

kg/m2 over bedding and matching slurry with white

cement at 2.20 kg/m2 for grouting the joints.

ii) In skirting with 16 mm thick mirror polished

marble stone over and including 12mm thick

cement mortar 1:3 (1 cement : 3 coarse sand)

backing.

Cement plaster 20 mm thick in skirting and risers

to steps with cement mortar 1:3 finished smooth

with a coat of neat cement including rounding of

junction with floor where necessary, curing etc.

complete all as per drawing, specifications & as


Providing and fixing at all floors & levels, 35 mm

uniform thickness machine cut and machine pre-

polished on top, bottom & exposed edges,

cuddapah stone shelves including cutting

recesses alround in wall embedding (minimum 25

mm alround) with C.M. 1:3 or in case of concrete

member supported over 40x40x6 mm MS angle to

the correct line, level, curing, making good the

surfaces etc. complete all as per specifications,

drawings and as directed by the Engineer- in-

Charge. (The cost of MS angle shall be paid

seperately under relevant item.)

Sqm

Sqm

Sqm

Sqm

Only area of exposed top surface shall be measured for payment.

The thickness of cuddapah stone shall be 35mm (+) or (-)

acceptable tolerence. The agency may quote accordingly.

Providing and fixing at all floors & levels 35 mm Sqm

thick machine cut and machine polished (pre

polished ) cuddapah stone flooring in 20mm thick

CM 1:4 bedding / backing close jointed grouted


36

850.00

Sqm

Note:-

1

2

3

250.00

Sqm

line,level,curing etc. including cutting the stone

slab,wastage,final cleaning the surface complete

all as per specifications,drawings & as directed by

Engineer in charge.

Providing & laying machine cut machine polished

natural stone verticals/topping/ facia etc.for

kitchen/ wash basin platform as specified below,

over and including necessary mortar

bedding/backing, close jointed and grouted with

matching cement slurry and finished to line, level,

plumb, curing etc. as required including cutting of

stone slabs, wastage, making cut-outs wherever

required etc. all as per specifications, drawings

and as directed by Engineer in Charge

i) Sandwitch type topping of kitchen/ wash basin

platform with combination of jet black granite

(18mm thick) (in one piece) at top & cuddapa

stone (35mm thick) at bottom total thickness with

mortar of about 85mm and width of about 600mm,

machine polished on one side, set in Cement

Mortar 1:3 ( I cement : 3 sand), between the two

slabs with maximum length not less than 3.00 Mts.

(approx.) in single with a separate piece for sink

area required if any including cutting of slab to fix

S.S sink/ wash basin etc. and making recess in

brick wall etc. including necessary cement paste

making good the surfaces and fixing to level, line,

plumb etc. all as per drawings, specification and

as directed by the Engineer in Charge.

Sqm

Sqm

Only top clear exposed area of the combined slab system shall

be measured for payment and area of bottom slab shall not be

measured.

The rate shall be inclusive of making necessary recess in

brick wall to provide minimum bearing of 25mm for the sandwich

slab system.



ii) For support walls and kitchen/ wash basin

platform fins, facia with Granite minimum 18 mm

thick & about 100 mm wide, machine cut machine

polished (on exposed surface) stone fixed with

approved adhesive with necessary cement paste

etc. all as per drawing & specification and as


iii) Providing machine cut/machine polished ( on

one side) cuddapha stone vertical support, for

kitchen/wash basin platform in two pieces

(sandwich type) of each 35mm uniform thick


37

Note:-

i)

ii)

Note:-

184.00

Sqm

18.00

Sqm

2500.00

Sqm

placed back to back with 20mm thick cement

mortar 1:3 of appx. size 675 x 750mm &100mm

total thickness, making recess in brick wall , fixing

in line, level, plumb with a minimum bearing of

25mm in brick wall and floor , making good the

surfaces etc. including necessary cement paste /

slurry all as per drawing & as directed by Engineer

in Charge.

Sqm

Sqm

Sqm

The two stones erected for each vertical support shall be

measured as single unit in sqm under this item.



Providing and laying wooden flooring & skirting

kiln seasoned, chemically treated , Pre polished

solid First class Burma Teak Wood flooring of size

100/150mm wide x 1500mm long x 18mm thick

Tounge and grooved planks having UV lacquer

coating of M/s. Euro woods fixed over 12mm thick

W.P. Marine ply over a salwood framing 60 x

45mm @ 600mm c/c in both directions and

alorund ends laid over 5mm thick X 60mm wide

neoprene sheet under entire sub framing for

Auditorium stage, Library etc.including providing

500 micron polythene sheet below and packing

the cellular spaces with 50mm thick expanded

polystyrene (Thermocole) of 48kg/cum on a dry

and leveled PCC subfloor ( to be paid separately)

complete at all levels, leads, screws,nails, anchor

fasteners, drilling holes etc., all as per drawing

and as directed by the Engineer in Charge.

Quoted rate shall hold good for entire flooring

system. No extra measurement and payment

shall be effected on any other accounts.

i) Wooden flooring

ii) Wooden skirting

Providing, laying & fixing precast M-30 grade

interlocking paver blocks of M/s. GICO tiles, 60mm

thick over a layer of 50mm thick stone dust over

well consolidated sub-base including filling the

joints with stone dust etc. including transporting to

site, placing to proper line & level, finishing the top

surfaces with two coats of lacquer finish etc.

complete as per specification, drawing including

cost of all material, labour, tools etc & as directed

by the Engineer in Charge.

38


TOTAL OF PART I-F : Flooring Work 73933797.16

39

Notes:-

a)

b)

c)

d)

e)

f)

2635.00

Sqm

PART I-G : DOORS AND WINDOWS

The items of door frames, window frames shall include sealing the

joints all round with the brick work/ concrete and doors or windows

with approved mastic filler cement grout/ epoxy compound/

polysulphide compound or by any other means whatsoever, by

the contractor at his own cost as directed by the Engineer- in-

Charge to make the joints watertight.

The work contemplated under the item for supplying and fixing

the window/ door frames shall be got done by the contractor

through specialised agencies in the field, approved by the

Department.

One sample each of the door frame, shutter and window with all

fittings and fixtures alongwith locking arrangement including

glass panes etc. complete as per schedule of quantities drawing

and specifications should be submitted for preliminary inspection

before procurement on large scale. The contractor shall submit

six copies of shop drawings for windows, ventilators and steel

door with frames showing dimensional details of construction etc.

for approval of the Engineer-in-charge. After preliminary

inspection, the sample should be fixed. Defects etc.if any shall be

rectified to the full satisfaction of the Department and after

obtaining formal approval in writing of Engineer in Charge.

Door frames, shutters and the windows to be supplied and fixed

in position should cater the dimensional tolerance of the

openings to an extent of (+/-) 2%. The rates quoted by the

tenderers should hold good for such variation. Test shall be

conducted by the Department for the flush doors as per

IS-2202-1983 Part-I from each consignment and the cost

incurred on this account shall be borne by the contractor.

For bonding the flush doors, block boards, ply wood and all types

of wood works, phenol- formaldehyde synthetic resin type

adhesives conforming to IS-848-1957 shall be used.

The rate shall include cost of making the doors & windows

including glass etc.in all geometrical shapes and sizes


Providing & fixing in position 19mm commercial Sqm

block board shutters for cupboard, kitchen cabinet

etc. bonded with phenolformaldihyde resin shutter

of approved manufacture with teak wood lipping of

size 19mm wide and 20mm thick alround for

cupboards fixing to (frames will be paid under

relevant item) including providing T.W. meeting

styles of size 25 x 19mm shape as shown in the

drawing by cutting/planning if necessary including

labour charges for fixing the fittings and fixtures

(cost of fittings & fixtures will be paid under

relevent item )and painting all over with two coats


40

41

1676.00

Sqm

1208.00

Sqm

Note:-

i)

primer all complete as per specifications and

drawings and as directed by Engineer in charge.

Supplying & fixing in position the following type

solid core block board flush door shutters with

commercial ply facing on both sides conforming to

IS 2202 (latest) with external type second class

teak wood lipping alround, fixing shutters in

position to pressed steel door frames/ wooden

frames/ granite frame works (door frames shall be

paid separately under relevant item) at all floors by

cutting/ planing if necessary including labour for

fixing of the fittings & fixtures as per drawing with

wooden packing pieces if necessary (but

excluding the cost of fittings and fixtures with

screws which shall be paid separately under

relevant item) including painting the shutters all

over with two coats of synthetic enamel paint of

approved make & colour over one coat of

approved primer etc. all complete as per

specifications,drawings & as directed by Engineer

in Charge.

i) 35mm thick single leaf shutter with second class

teak wood lipping of section 35x20mm.

a) without transfer grill

Supplying and fixing 35 mm thick factory made

FRP semi solid wooden core moulded door

shutters of M/s. Fibroplast all floors and location of

approved colour using 1.5mm thick FRP sheet

with extra reinforcement on sides/ edges with

recess for hinges, necessary arrangement suitable

for fixings fittings, fixtures and fasteners, including

supplying and fixing fittings & fixtures, 3

nos.100mmlong, 2.50mm thick stainless steel

approved quality butt hinges with S.S pin & nylon

washers with 2 nos. 150mm long aluminium

handles and 1 nos. of 150mm long aluminium tadi

and 1 nos 100mm long aluminium baby latch

including cutting, assembling, fabricating and fixing

with special self tapping screws to granite frame

work ( to be paid in relevent item) all as per

drawing & manufactures specifications and as


i) For Door type D4 of approximate size

750 x 2100 / 2150mm.

Sqm

Sqm

Manufacturer shall submit six copies of shop drawing showing the

dimensions, details of construction etc for the approval of

Engineer in Charge.


42

43

iii)

88.00

Sqm

15.00

Cum

above assembly whenever required and the entire door unit will

be flush with the finished wall (door frame to paid under relevent

item).

Quoted rate shall inclusive of all necessary fittings and fixtures

required for the complete unit.

Providing & fixing in position folding type

Galvanised pressed steel door for electrical shaft/

panel room etc. at all floor and location of required

sizes for the following made out of 16 gauge of

grade VIII galvanised MS sheets generally

conforming to IS 4351-1976, with two (top &

bottom) horizontal and two vertical members door

frame made out of 16 gauge grade VIII galvanised

MS frames of size 80 x 55mm bent to shape as

required with mechanical jointing at all junctions by

providing 50 x 50 mm angle cleat made with 16G,

G.I sheet one side welded to vertical member and

another side with anchor fasteners and sleeves to

horizontal member for fixing the frame to floor/

ceiling, vertical members fixed to wall with

threaded sleeves of standard quality at 600mm

centre to centre including providing 16 Gauge G.I

sheet, 80mm wide to vertical stiffner at centre to

the full height for each shutter bent to proper shape

and providing 16G. G.I sheet louvers at top/ bottom

with G.I wiremesh as shown in drawing including

providing necessary locking arrangement, 4 nos.

detachable type hinges for each shutter (with bolt

& nut arrangement) including cost of all materials,

labour, drilling cutting, fabricating, welding fixing

fasteners bolts, nuts, washers etc. including

wastages, chasing the brick/ RCC surfaces if

required and making good the same to match with

surrounding finishing, grouting the fasteners

sleeves in CC 1:2:4 to fix the frame over brick wall

etc. and painting all the exposed surfaces of frame

and shutter with two coats of synthetic enamel

paint of approved make and colour over a coat of

approved yellow zinc chromate primer over a coat

of "etch" primer for all surfaces all as per the

drawings, specification and as directed by the

Engineer in Charge.

i) Steel door approx. size 1000 x 2150 mm single

leaf shutter with louvers as per the drawing.

Providing & fixing in position second class

approved quality teak wood moulded, rebated

frames of 50x50 mm wrought and finished sizes,

conforming to IS : 4021-1967 for cupboard/aust

fan frame etc. at all height and location, including

making holes in concrete/ masonry walls and

providing and fixing MS hold fasts 300x30x3mm

Sqm

Cum


44

45

708.00

Sqm

case of brick work and M S coach screw 100mm

long or equivalent size in case of RCC/ stone

works including painting two coats of bitumastic

paint for all unexposed surfaces coming in contact

with concrete/ brick masonry and painting the

exposed surface with two coats of synthetic

enamel paint of approved make and shade over a

coat of approved primer etc complete all as per

drawing , specification, and as directed by the

Engineer in Charge.

Supplying & fixing 30 mm thick single leaf /

double leaf as indicated below factory made

panelled door shutter of approximate size

900mmx2150 mm door type D-2 of approved

manufacture made out of klin seasoned ,

chemically treated approved quality 2nd class

teak wood styles , rails, mullion and top rail 100

mm wide lock rail 150mm wide and bottom rail

250mm vide using 12mm thick Marine ply wood

panels all as per latest IS -1003 (PART-1) and

fixing the shutter in position to the pressed steel

door frames ( door frame shall be paid under the

relevent item) at all floors including planing if

required labour charges for fixing the fittings

fixtuers as perdrawings (but excluding the cost of

fittings&fixtures with screws) paintings the

shutters all over with two coats synthetic enamal

paint of approved make and colour over coat of

approved primer etc. complete as per

specification , drawings and as directed by the

Engineer in charge.

a) single leaf

Providing and fixing factory made 2 hour fire rated

solid core flush door shutters of approximate size

1000/2000 mmX2145mm,as mentioned below of

"Kuttys Promat 55mm thick asbestos free, Fire

and Hot Smoke resistant shutter comprising of two

9mm PROMINA Calcium Silicate Board, with kiln

seasoned chemically treated hard wood internal

timber frame work of nominal size of fire rated

frame of 100mm x 30mm with infill of 96Kg/Cum,

total 30mm thick ceramic fibre reinforced FR

silicate coating on both sides and faced with 3mm

thick water proof commercial ply conforming to IS

5509 Part-I with 2 rows at Fire and Hot smoke

Seal strips 10mmx4mm /active ingradient 8x2.5mm mounted on grooves in the shutter on all edges except bottom ,shutter shall be manufactured with exterior quality synthetic adhesive forming marine ply surfaces as manufactured by M/s. Kutty and finished with

Sqm


232.00

Sqm

Notes:- i)

ii)

iii)

iv)

v)

vi)

vii)

design with hot pressed at factory, edges of

shutters shall be provided with 15mm thick external

teakwood lipping etc., all complete as per drawing,

specifications and as directed by by the Engineer

in Charge.

i) Single leaf door shutter up to structural

opening size 1000mm x 2145mm

ALUMINIUM DOORS & WINDOWS

Sqm

The contractor shall submit 6 copies of shop drawings for each

windows, ventilators showing dimension details of construction

etc. for approval of the Engineer - in - charge. and according to

the approved shop drawing a sample of each of windows with all

fittings and fixtures with locking arrangement including glass

panes etc. complete as per schedule of quantities,

specifications and drawings, shop drawing should be submitted

for preliminary inspection for approval. After preliminary

inspection, the sample should be fixed at site to ascertain its

performance. Large scale manufacturing should be taken up

only after rectification of defects in samples as directed to the full

satisfaction of the department and after obtaining formal

approval.

All doors, windows, ventilators section shall be anodised extruded

section of M/s Jindal / M/s Indal /M/s. Aluminax

All fittings / fixtures shall be of approved make / quality and

as approved by Architect.

All dimensions mentioned in the drawing are approximate.

Necessary allowance for fixing over rough ground, and also

necessary allowances for fixing tolerances to be considered

while manufacturing. While manufacturing, actual site

measurement shall be considered. Necessary planing for fixing

the unit has to be carried out by the contractor without any extra

cost to the department. However, rate quoted by the contractor

shall hold good.

Payment shall be made per Kg basis.Aluminium sections such

as shutter frames, track window / door frame/beading channel for

glass adjustable louvers etc., shall only be measured linearly as

per actual / finished cutting size nearest to centimetre and

multiplied with sectional weight of the individual section and the

total quantity of aluminium section will be arrived at for payment

without any allowance for wastage.

All glass panes shall be of M/s Modi guard or equivalent

approved manufacture unless otherwise specified. The glasses

will be measured for payment separately under relevant item.

Actual size of the glass fixed in position will be considered for

payment.

Glass panes shall be fixed with approved EPDM gasketting,

beading, to be free from settling. Necessary mastic to be

provided against seepage of rain water.


46

47

ix)

x)

xi)

70.00

MT

4038.00

quality friction hinges.

In case of damage of any existing work, the same has to be

made good/restored to original condition by the contractor at his

own cost.

No separate payment shall be made for fittings such as locking

arrangement, hinges,frictionhinges, fittings and fixtures, gasket

etc., Tenderer are required to consider the cost of all fittings,

fixtures, locking arrangement , handles, pegstays, gaskets,

screws, hinges etc., while quoting the rate for unit weight of

aluminium sectins for window / door.

However floor spring, hydraulic door closer if any will be paid

seperately under relavent item.

Supplying and fixing in position at all floors MT

integrated anodised matt finished [15 micron thick]

of champagne/ equivalent coloured, aluminium

section [extruded] for aluminium doors / windows

sliding / top hung/ fixed / adjustable louvered

windows as per drawing of approved manufactures

with extruded sections of Jindal / Indal / Aluminax

or other approved eqivalent

sections of all geometriccal shape and design with size and weights as

drawing, for frames and shutters [including

wastages if any] conforming to relevant I.S

specifications with all approved champagne

coloured anodised aluminium fittings and

accessories, locking arrangements, 2 / 3 rollers

with ball bearings for sliding shutters of approved

quality all as shown in the drawing, including

providing and fixing aluminium channel beading /

glazing clips fixed with necessary champagne

coloured anodised screws, grouting the gap with

thermocole & polysulphide sealant etc. all

complete generally as per drawings, specifications

etc., all as directed by Engineer-in-charge.

Providing and fixing following type of approved

quality glass panes for doors/windows/ventilators,

of all geometrical shape and design of M/s.

Modiguard, fixing with aluminium frame work

including fixing aluminium channel beading (to be

paid under relevent item)and providing and fixing

with 2 way EPDM gasketing ,to ensure water and

air tightness and neoprene cushions /gasket

accommadated in grooves, necessary bronze

anodised screws etc., all complete generally as

per drawings specifications and as directed by the

Engineer-in-charge.

i) Clear float glass

a) 4mm thick Sqm

Sqm


48

49

405.00

Sqm

230.00

Sqm

34.00

MT

Note:-

416.00

Sqm

b) 6mm thick

c) 8mm thick

Supplying & fixing in position at all floors and

locations approved colour anodised (15 micron

thick), aluminium section for structural glazing etc.

of approved manufactures with extruded sections

of Jindal or other approved equivalent sections

with size and weights as shown in the drawing,

section should be cut to required size and then

colour anodised the facade be fixed to the

structure through powder coated MS brackets and

anchor fasteners, the mullions are to be connected

to bracket by S.S. 304 nut bolts, sufficient

provision be made to allow free movements of

components due to temperature, deflection of

R.C.C. structure etc. without inducing stresses in a

strucutre, including necessary scaffolding etc.

complete all as per specifications, drawing and as

directed by the Engineer-in-charge.

i) MS brackets and anchor fasteners, S.S. nut

bolts shall not be paid separately.

Sqm

Sqm

MT

ii) The detailed design and shop drawing shall be as per BIS

code for required wind pressure IS 875 Part III, and shall consider

for thermal movements, air inflation, water penetration, seismic

movement and structural movement complete as per

specification. Approval of the Engineer in Charge for the

complete design and shop drawing shall be obtained before

commencement of the work..

iii) The contractor should submit the samples for approval

before taking up any actual work at site Providing and fixing reflective toughned Glass of

thickness as indicated below in approved colour of

M/s Glaverbel, Belgium , Silicon Sealant Structural

Grade and weathering grade shall be DOW

Corning - USA or G.E. Silicon - USA or WACKER

Germany of Silicon byte size as per design

including providing and fixing both side adhesive

tape NORTON make or TROCILLEN and also

using backer foam of TROCILLEN as per drawing

complete as per specification and standard sound

practices using all necessary materialsincluding

scaffolding etc.all complete as per sopecification

drawings and as directed by Engineer-In -Charge i) 8mm thick Sqm


TOTAL OF PART -I-G: DOORS & WINDOWS :

50

51

Notes:-

1174.00

Nos.

1828.00

Nos.

1692.00

Nos.

3552.00

Nos.

624.00

Nos.

1942.00

Nos.

978.00

Nos.

2632.00

Nos.

PART : I-H : FITTING & FIXTURES:

i) One sample board consisting of each item of schedule of

quantities with approved quality fittings & fixtures & necessary

accessories including chromium plated brass screws, bolts, nuts,

washers should be submitted for approval of Engineer-in- charge.

Large scale procurement shall be taken up only after approval of

the Engineer-in-charge. After approval, the samples shall be

kept in the office of the Engineer-in-charge to ascertain the

approved quality for the entire work.

ii) All fittings & fixtures shall conform to relevant IS code.

Supplying at site of work, matt finished anodised

aluminium approved quality fittings, fixtures and

fastenings along with CP brass screws, bolts and

other accessories as per approved samples as

per relevent IS code (Labour charges for fixing will

be paid under relavent items.)

i) Tower bolt: 200mm. long x 12mm, 13mm barrel. 00000 Each

ii) Tower bolt: 100mm. long Each

iii) Door stopper with rubber bushing (shutter Each

mounted type)

iv) D - type bow handles 150mm long Each

v) Tadi (Door latch )200x15x8.50 mm thick flat Each

with 11x3 mm thick counters

vi) Rubber buffer Each

Supplying at project site approved quality non

magnetic stainless steel fittings, fixtures and

fasteners along with necessary SS screws, bolts,

nuts, washers etc. as per approved

samples.(Labour charges for fixing will be paid

under relavent items.)

i) Butt Hinges of following sizes

a) 125x45mmx10 gauge Each

b) 125x30mmx10 gauge Each


52

53

2452.00

Rm

805.00

Nos.

366.00

Nos.

84.00

Nos.

426.00

Nos.

264.00

Nos.

116.00

Nos.

261.00

Nos.

ii) Piano Hinges 19mm x 19mm x 20 guage.

iii) D - type bow handles

a) 250mm long

b) 150mm long

c) 100mm long

Supplying at site of work approved quality brass

fittings and fixtures with brass screws, bolts and

other accessories as per approved samples as

per relevent IS code (Labour charges for fixing will

be paid under relevant items.)

i) Brass handle 125mm long with concealed

brass screw

ii) Brass tower bolt 250mm long with 10mm dia

pin.

iii) Brass tadi (Door latch )200x15x8.50 mm thick flat

with 11x3 mm thick counters

iv) Brass door stopper with rubber bushing (shutter

mounted type)

Supplying at site of work approved quality

miscellaneous fittings and fixtures with screws,

bolts and other accessories as per approved

samples as per relevent IS code (Labour charges

for fixing will be paid under relevant items.)

i) Magnetic ball catches

ii) Supplyimg at site bright finished brass

cupboard or wardrobe locks with four levers

including necessary screws ( of approved make)



v) Mortice lock as mentioned below with

chromium plated brass parts & body of Godrej

make with pair of detachable, pressure dia-cast

chromium plated handles on both sides with

chromium plated brass screws for left hand/right

hand with brass socket plated, (exact number for

left, right and double shutter shall be ascertained

Rm

Each

Each

Each

Each

Each

Each

Each

2290

Nos

938.00

Nos

Each Each

based on site requirement) all complete as per


54

55

174

Nos

728

Nos.

464

Nos

50

Nos

specifications & as directed by EIC.

a) Four lever

b) Six lever

Supplying and fixing at all floors and levels IS:3564

marked aluminium extruded section body tubular

type universal hydraulic door closer of M/s. Everite

with double speed adjustment with necessary

accessories and necessary screws etc complete

of Everite all as per specifications and directed by

Engineer-in-Charge.

Providing and fixing in position double action floor

spring of M/s. Garnish traders for doors with a set

of double action pivots with outer case including

cutting pockets in concrete floors, making good

the surface to original finish etc., complete all as

per drawing and as directed by

Each

Each

Each

Each

Engineer-in-Charge.

TOTAL OF PART I H : Fittings & Fixtures

Notes:- a)

b)

c)

d)

PART - I-I ~ WATERPROOFING TREATMENT:

The contractor shall get written approval from the Engineer- in-

charge, for the water proofing agency is engaged and shall

submit the specification of the waterproofing agency before

commencement of work.

The contractor shall test the surface where water proofing

treatment provided for bone dry condition by filling up with water

.No wet patches or leaks shall appear on the surrounding wall or

under side of the slab

The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Section 10 (iii) conditions and clauses of contract for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treated area in bone dry condition for 10 years. During the guarantee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification within a week's time from the date of intimation about such leakages/defects

The Contractor shall keep the water tank filled with water after the

water proofing work has been completed and shall clean it before

handing over. At no time shall the water tank be kept empty.

Testing for the bone dry condition for the water proofing work

carried out shall again be done, before handing over the flats, if

found necessary by the Engineer- in-charge.


56

57

58

18347.00

Sqm

Notes:

630.00

Cum

1905.00

Cum

Providing and laying integral cement based water

proofing treatment of the agency approved by

Department, including preparation of surface as

required for treatment of roofs, balconies, terraces

etc consisting of following operations as per IS :

2645 :2003, with average thickness of 115mm and

minimum thickness at drain point as 65 mm

Following works are included in above item.

i) Applying and grouting a slurry coat of neat

cement using 2.75 kg/sqm. of cement admixed

with proprietory water proofing compound over the

RCC slab including cleaning the surface before

treatment.

ii) 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 proprietory water proofing

compound over 20 mm thick layer of cement

mortar of mix 1:5 (1 cement : 5 coarse sand)

admixed with proprietory water proofing

compound to required slope and treating similarly

the adjoining walls upto 300 mm height including

rounding of junctions of walls and slabs.

iii) After two days of proper curing applying a

second coat of cement slurry admixed with

proprietary waterproofing compound.

iv) Finishing the surfaces with 20 mm thick jointless

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

sand)admixed with proprietary water proofing

compound and finally finishing the surface with

towel with neat cement slurry and making of

300 x 300 mm square.

v) 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.

Extra for additional thickness of brick bat coba

over and above standard average thickness of

115 mm. for effective slope wherever required.

Filling in bath, W/C, toilet, depressed areas

with water proofing brick bat coba of the agency

approved by the Dept. at all floors and locations

upto the required level and making the surface

finished suitable to receive floor finish etc. all

complete as per drawings and water proofing

agency's specifications & as directed by the

Engineer in Charge.

Sqm

Cum

Cum

59 P idi d l i t fi t t t t S


Sqm vertical and horizontal surfaces of depressed

portions of W.C., Kitchen and the like consisting of

following

i) 1st course of applying cement slurry @ 4.4.

Kg/sqm mixed with water proofing compound

`Impermo' of Snowcem conforming to

IS 2645 in recommended proportions.

ii)II nd course of 20mm cement plaster 1:3 (1

cement : 3 coarse sand) mixed with water proofing

compound in recommended proportions.

iii) IIIrd course of applying blown or residual

bitumen applied hot at 1.7 Kg per sqm of area.

iv) IV th course of 400 micron thick PVC sheet

(Overlaps at joints of PVC sheet should be 100 mm

wide and pasted to each other with bitumen @ 1.7

Kg/sqm.)

TOTAL OF PART -I-I ~ Waterproofing Works 22085381.82

60

Notes :- a)

b)

c)

d)

47358.00

Sqm

PART I - J : PLASTERING WORK :

Before commencement of plastering, the area shall be cleaned,

wetted and shall be marked with 'Thiyyas' or 'Tapanis' and shall

be got approved by the Engineer-in-charge.

Whenever the electrical contractor/ agency has to fix up switch

boxes in walls, necessary Thiyyas or 'Dhadas' shall be

arranged prior to plastering so that the electrical boxes are fixed

properly in line with the finished plastered surfaces.

Finishing around the junction boxes shall be done at all floor,

level and position to the line, level and right angles as required

while carrying out plastering work.

No extra claim/cement consumption shall be entertained by the

department for the plastering done more than the specified

thickness shown in the schedule of quantities, to bring the

plastered surface to perfect line, level and plumb with adjoining

columns and beams.

Cement plaster in single coat with cement mortar

at all floors, heights, slopes and locations on plain

or curved surfaces including rounding wherever

required including to prepare the surface even and

smooth to correct line, level, plane and plumb

including scaffolding, curing etc. complete as per


Engineer-in-Charge.

i) 6mm thick cement plaster in Cement mortar Sqm

(1 cement : 4 fine sand) for ceiling, exposed

concrete surfaces, soffits of of all slabs and beams

soffit of staircase waist slab etc including providing

and adding bonding agent of "DR.FIXIT PIDICRETE


61

62

63

64

152882.00

Sqm

80010.00

Sqm

21548.00

Sqm

8538.00

Rm

3316.00

Rm

20392.00

RM

recommendation, including applying a slurry coat of

cement and DR.FIXIT PIDICRETE MPB"(1:1 volume

mix) with a brush before plaster applied. internal

brick / concrete surfaces.

ii) 15 mm. thick plaster in CM 1:4 mix for internal

brick / concrete surfaces for all walls and beams

flush with walls, mullions etc.

Sand faced external / internal cement plaster as

specified below in cement mortar 1:2 at all heights

and locations including scaffolding, preparing the

surfaces, finishing and rendering with sponge to

correct line, level and plumb, curing complete as

per specifications and drawings and as directed

by the Engineer in Charge.

i) 20 mm. thick in two coats for brick/ concrete

surfaces (external / internal) (back coat and

finishing coat of 10 mm. thick each) with water.

ii) 12 mm. thick in single coat for independent

concrete surfaces

Extra over plastering items for making and

finishing in matching plaster finish (interior &

exterior) grooves of following approximate sizes

as per drawing in plaster, at all floors and

locations to proper line, level and plumb all as per

specifications and drawings.

i) 25 x10mm size

ii) 10 x 4 mm size

Providing vatas 150 x 150 mm. at junction of

walls and chhajjas, canopies etc. with cement

mortar 1:3 to match the surrounding plaster

including rounding the junction of wall and chajjas/

offset etc. to the required profile including adding

water proofing compound @2% by weight of

cement, scaffolding, curing etc. complete as per

specifications and drawings and as directed by

the Engineer-in- charge.

Making various moulds / bands in C.M. 1:3 as

specified below, in proper line, level, shape and

design as shown in following drawings, fixing

chiken wire mesh (to be paid under relevent item),

preparing surfaces, rendering with sponge,

scaffolding, curing, etc. complete all as per

Sqm

Sqm

Sqm

Rm

Rm

Rm

drawing, specification & as directed by the Engineer in Charge

mailto:@2%25

mailto:@2%25

mailto:@2%25


Rm thick from base plaster as shown in

drawing.

Total of Part -I-J : Plastering Work

65

66

67

68

69

70

191423.00

Sqm

24508.00

Sqm

164286.00

Sqm

3845.00

Sqm

13015.00

Sqm

PART : I-K ~ PAINTING :

Providing and applying 1.5mm thick cement base

wall care putty in two coats of M/s. Birla White at all

floors and locations, plastered surfaces finished

smooth to correct line level, plain, plumb etc.,

including preparing the surfaces, scaffolding,

smoothen the putty surfaces with very fine water

proof emery paper to get a glossy finish etc.

complete as per specifications, as per

manufacturers specifications, drawing & as


White washing in three coats in all floors and

locations for ceiling and walls including sand

papering and cleaning the surfaces, filling up

cracks and crevices if any with approved putty,

scaffolding etc. complete all as per specifications

and as directed by the Engineer-in-charge.

Painting plastered surfaces with two coats of

Acrylic emulsion paint of approved colour over a

coat of approved cement primer including

preparing the surfaces, filling with a coat of putty

wherever required scaffolding and cleaning etc,



Painting plastered surfaces with two coats of Oil

bound distemper, including preparing the surfaces,

filling with a coat of putty wherever required ,

scaffolding and cleaning etc, complete as per


Engineer-in-charge.

Painting plastered surfaces with two coats of

synthetic enamel paint approved colour over a

coat of approved cement primer including

preparing the surfaces, filling with a coat of putty

wherever required scaffolding and cleaning etc,



Painting external surfaces with two coats of exterior grade Acrylic emulsion paint of Apex ultima of M/s.Asian paints of approved colour and shade over a coat of cement based water repellent paint of approved make and shade as mentioned below all as per manufacturer's

Sqm

Sqm

Sqm

Sqm

Sqm


69880.00

Sqm

sample including providing necessary

scaffolding,cleaning the surface with water to

remove all coating, dust, filling up cracks &

crevices with approved putty, curing the surface

etc. complete as per specifications and as


i) Over sand faced plaster.

Sqm

TOTAL OF PART I-K ~ Painting Work

71

Notes -:

115.00

MT

Notes:-

PART : I-L ~ MISCELLANEOUS WORKS

One sample of each item should be submitted for preliminary inspection and

approval before procurement /manufacturing on large scale. After the preliminary

inspection and approval, the sample should be fixed at site or kept in the office

of the Engineer-in-charge till completion of the work.

Structural steel work at all floors and locations in

guard bars, grills,guard bars for windows, frames,

pit / trench covers, cover bracket for slanting chajja

, trap door,railing, smoke vents,trusses, dome,

M.S grill / fencing,Gate etc. using angles, tees,

flats, bars ,chequered plates , sheets Channel

sections,M.S tubes/pipes, joists, bolts & nuts etc at all floors and locations, heights, including scaffolding, bracing, multi level stagging, lead etc., including supplying, cutting, fabricating, welding, erecting, making holes/chases wherever required and fixing /embedding in position in concrete/brick work/marble/granite

stone with necessary hold fasts/stainless steel

screws & rawl plugs by drilling etc.and finishing

the concrete/ brick work after fixing/embedding

including painting two coats of anticorrosive

bitumastic paint on all unexposed surfaces and

two coats of synthetic enamel paint of approved

make and colour on all exposed surfaces over a

coat of approved steel primer etc. complete as per


Engineer in Charge.

i) For all structural steel except truss and dome MT

structrue

a) Quoted rate shall be inclusive of all cost irrespective of size & shapes, in circular/plain works of steel trussess, structural roof system, tubular frame works,etc., Extra claim will be not entertained.

b) The detailed design and shop drawing for

trusses and dome structure shall be as per BIS


72

73

74

75

Notes: -

684.00

Cum

95.00

Cum

135.00

Cum

392.00

Cum

13.00

MT

845.00

and shall consider for thermal movements, air

inflation, water penetration, seismic movement

and structural movement complete as per

specification. Approval of the Engineer in Charge

for the complete design and shop drawing shall be obtained before commencement of the work. Cement concrete of specified grades at all

locations & heights for the following works using

graded stone aggregate of 20mm maximum size

including necessary form work, machine mixing,

transporting, placing in position, consolidation,

finishing, making required slope, curing etc.

complete as per specifications, drawings & as


Nominal Reinforcement if provided shall

be measured & paid under relevant item.

a) Providing & laying cement concrete coping of

grade M20 over parapet wall, projected fins / facia

etc. as shown in the drawings.

b) P C C of grade M10 in top of steps of

galleries, raised platforms, dias etc.

c) P C C of grade M15 in otlas of kithen/ pantries,

etc.

Cement concrete of mix proportion 1:5:10 ( 1

cement : 5 sand : 10 graded brick bat of size

40mm) at all locations & heights for

galleries,raised platforms etc. including necessary

form work, machine mixing, transporting, placing in

position, consolidation, finishing, making required

slope, curing etc. complete as per specifications,

drawings & as directed by the Engineer in

Charge.

Providing & fixing stainless steel pipe hand rail at

taircase & lobby, all floors & levels conforming to

304 Grade of steel, of Schedule 10-S, having

950mm/ 250mm height approximately, pattern is

40mm/ 35mm & 25 mm dia.NB Pipe in

horizantal,40mm/ 25mm dia NB pipe in verticle

all as per pattern & design shown in drawing

including necessary S.S bend, tees, welding /

nut-bolt necessary anchoring polishing and fixing in

concrete/ brick wall with S.S lugs, making pockets,

concreting, making good the surfaces etc. as per

specifications drawings and as directed by

Engineer in Charge.

Providing & fixing 875 mm above RCC Ledge/

Cum

Cum

Cum

Cum

MT

Rm

R


76

77

78

845.00

Rm

885.00

Rm

642.00

Rm

consisting 50mm dia . NB ''B'' Class (medium

Quality) confirming to relevant IS Code for rail at

top, supported over and including 835 mm long

20x20mm bright bars balusters placed at 100

mm center to center welded at top to the pipe

rail and bottom to 40mmx6mm MS flats (including

cost of M S flat ) and whole unit embedded in

R C C Ledge/ parapet/ bund at bottom and at

both ends in R C C/ brick , with necessary hold

fasts including painting the whole unit with two

coats of synthetic enamel paint of approved

make and colour over a coat of approved steel

primer etc. complete as per specifications drg.

and as directed by the Engineer in charge.

Providing 150mm high G.I Pipe hand railing at top

of RCC balcony pardi, consisting of 50 mm dia.

N.B. medium quality G.I. Pipe top runner welded to

10mm x 10mm square solid MS twin bar verticals

(balusters) at 65 mm c/c, twin bars equally placed

at 600mm/ 900mm centre to centre or at suitable

distance as shown in drawing, welded & resting on

16mm x 4mm MS flat, fixing the flat to RCC pardi

with suitable screws or hold fasts and concrete/

mortar, top runner embedded in wall 50mm in both

ends including painting with two coats of synthetic

enamel paint of approved make and colour over a

coat of approved primer after applying 'etch' primer

etc. complete all as per specifications, drawing


Providing 1000mm high measured above at

centre of finished tread, G.I Pipe hand railing for

staircase, consisting of 50mm dia. N.B. medium

quality G.I. Pipe top rail welded to 25mm x 4mm

MS flat runner which are welded and resting on

20mm x 20mm square solid MS twin bar balusters

at 90mm to 110mm c/c, twin bars equally placed

at 280mm centre to centre or at suitable distance

as shown in drawing, welded & resting on 20mm x

20mm and 65mm long MS square solid lugs,

embeding the lugs 65mm in each side of steps/

side of waist slab, welding the horizontal 16mm

x16mm square solid MS bars at 150mm C/C

between twin balusters including painting with two

coats of synthetic enamel paint of approved make

and colour over a coat of approved primer after

applying 'etch' primer etc. complete all as per

specifications, drawing and as directed by the

Engineer-in-charge.

Providing 1000mm high measured above at centre of finished tread, second class TW hand railing for staircase, consisting of 75mm deep,

Rm

Rm

Rm


79

80

81

11402.00

Sqm

2312.00

Sqm

184.00

Rm

316.00

Rm

416.00

Rm

tapered moulded finished section, french polishing

of approved shade and colour of the same with

minimum two coats over approved wood primer,

screwed to 40mm x 4mm MS flat runner which are

welded and resting on 20mm x 20mm square

solid MS bar balusters centre of tread or at

suitable distance as shown in drawing, embeding

the balusters 90mm in each steps by providing the

100mm x100mmx 100m deep pockets and filling

the same by M20 grade conctrete, welding the

three nos. horizontal 20mm x20mm square solid

MS bars at 150mm C/C between balusters and

welding two vertical bars between three horizontals

as shown in drawing, providing aluminium shoe at

bottom of each balusters including painting the

MS bars/ balusters with two coats of synthetic

enamel paint of approved make and colour over a

coat of approved primer after applying 'etch' primer

etc. complete all as per specifications, drawing


Providing & fixing in position GI chicken wire mesh

(Hexagonal shape) of 12mm size hole, 22 Gauge

with necessary U hooks, clips or nails at all floors

and levels, wherever req ired to p event

development of cracks in plaster surfaces, as per


Sqm

Sqm

Rm

Rm

Rm

Engineer in Charge (Only area of chicken mesh provided shall

be measured for payment)

Cement plaster 15mm thick for brick work in

cement mortar 1:4 at all locations including water

proofing agent @ 2% by weight of cement,

preparing the surfaces, finishing with neat coat

cement to correct line, level and plumb, curing etc.

as per specifications and drawings.

Providing and fixing 'B' class (medium quality) GI

pipe for sleeves and spouts etc at floors and

locations including cutting of pipes as required,

bending and embedding in masonry/ concrete

work or burrying underground with necessary

cement mortar making good the surfaces,

finishing/ cleaning etc. complete as per


Engineer-in-charge.

i) 40 mm. dia. N.B. 290.40

ii) 50 mm. dia. N.B. 363.00

iii) 75 mm. dia. N.B. 607.20


83

84

Nos.

1478.00

Sqm

13.00

Sqm

carrying capacity at all locations including cutting

of bars of size as per design requirement, bending

and embedding in masonry/ concrete work or

providing MS square/ rectangular plates of

required thickness as per design requirement,

fixing with anchor bolts with necessary etc.

complete as per specifications, drawings & as


Providing and fixing 50mm thick bitumen

impregnated fibre board of Shalitex for expansion

joint in RCC columns, beams etc. to the full depth

including providing bituminous primer to the

exposed edges of fibre board as per

manufacturers specifications to correct line, level

including cost of all materials, labour etc. complete

all as per specifications, drawings and as directed

by the Engineer-in-charge.

Providing & fixing DESIGNER partly fixed & partly

openable griled double leaf shutter door of overall

size of 2750mm x 2100mm made out of second

class Burma Teak Wood door frame of size

65x125 mm on wall side and 75mm x 125mm on

openable shutter side with overall size 750mm x

2000mm fixed glazing with 6mm thick clear float

glass on either side of openable double leaf

shutter, providing and fixing 38mm thick second

class Burma Teak Wood double leaf panel shutter

glazed with 6mm thick clear float glass overall size

of 1250mm x 2100mm including providing grills in

four parts of 12mm x 12mm MS square bars

verticles welded to 4mm thick and 16mm wide MS

flat alround peripheral frames as shown in detailed

drawing, fixing the grills to thte frmes and sh

providing and fixing six numbers of MS hold fast of

size 300x30x6mm fixed firmly to the door frame,

moulding out leaf shutter of door into two fold in

equal parts or as shown in the drawingNo.

2009033/AR/MISC.-101 with styles & top rail of

size 125mmx40 mm, bottom rail of size 160x40

mm including providing and fixing 6 mm thick clear

float glass of M/s Modi Guard including the cost of

teak wood moulding patti/ beading, pasting

laminated ply pieces on bottom glazing both side,

applying one coat of Melamine polish finish (

Glossy/ matt) on all surfaces of wood/ veneer etc.,

after polishing with three or more coats of

approved French polish over a coat of wood filler

including sand papering [till to get very smooth

finish by using different grades of sand paper]

cleaning , filling of holes and crevices if any with

putty and matching teak wood powder etc.,

including preparation of base coat of approved

Sqm

Sqm


85

Note :-

14732.00

Sqm

surfaces due to planning with approved putty to

match the adjoining surfaces etc. embedding the

hold fast into cement concrete of M15 grade after

fixing the door frame in position. complete all

specifications drawings & as directed by Engineer

in Charge.

i) The rate includes cost of Teak Wood door frame, shutters and

beadings etc.

ii) The MS grill and glass panes shall be measured under

relevant items.

iii) The fittings & fixtures shall be measured under relevant items.

Providing and fixing in position Gypsum Board Sqm

False Ceiling / vertical masking of M/s India

Gypsum at all floors, locations & height, including

providing and fixing suspended matel frame work,

mouded out by power pressed MS sheet sections,

galvanized in accordance with zinc coating 120 as

per IS 277 all as per manufacturer's specifications

including the cost of all material, labour, wastage,

scafollding, tools and plants, consisting the follwing

items of work.

a) Soffit Cleat:- Consisting of angle cleats of size

25x35x1.6 mm thick fixed at 600 mm along main

runner (Ceiling Section) direction and 1200 mm

c/c along tube section direction, including

drilling / fixing anchor fastner 12mm dia. X 38mm to

ceiling "Arrow" make

b) Ceiling Section (Main Section) : - 0.55 mm thick

GI sheet profiled to U shape of size 40x35x35 mm

to fix gypboard having knurled web of 40mm and

two equal flanges of 35mm with lips of 8.5mm

(placing of 600mm c/c and fixing the same to Tube

Sections with the help of connecting clips.

c) Tube Section (Intermediate Section):- The

suspending Tube section of size 18x40x0.8 mm

thick with the help of level adjuster made of metal

50x25 mm from soffit at 1200 mm centre with MS

flat 25x3 mm thick fixed to soffit as a hanger with

GI cleat and level adjuster.

d) Wall Angle (Perimeter angle):- Wall angle of

size 25x25 mm and 0.55 mm thick running all

along the perimetre of wall and fixed with nylon

sleeves and screws at 450 mm center to center.

e) Connecting clip:- Clip of 2.64 mm dia to connect

"U" section and Tube section.

f) Level adjuster:- Adjuster of size 20x50 mm to


86

87

88

89

ceiling.

g) Gyp Board:- 12.5 mm thick Gypsum board of

M/s. India Gypsum generally as per (GS-GLC 4.7)

with tapered edge MR Ultra Gypboard

conformimg to IS 2095-1982 and fixing the

gypboard to the tube section with screws at 250

mm interval jointing, finishing, champhering the

edge with paper tape and jointing compound

including making opening for light fittings, grills,

diffusers, cutouts, making trap doors at suitable

interval etc. and providing additional frame around

the same all as per manufacturer's specifications.

Note : i) Surface exposed area of soffit in plan shall only be measured in

Sqm. For payment and no deduction shall be made for openings

for grills, ducts, lighting fixtures, diffusers, cutouts etc.

ii) The additional frame works etc. if any for vertical masking and

trap door etc. shall be measured in this item without any extra

cost.

iii) The false ceiling and vertical masking alongwith stepped if any

shall be measured and paid under this item

184.00 Supplying, laying & fixing 500 micron thick Sqm

Sqm Polythene sheet including 100 mm wide overlaps

at joints and pasted to each other with approved

adhesive compound including preparing the

existing surfaces, necessary scaffolding and

testing the water tightness and rectification of

defects etc. all complete as per drawing,

specification, and as directed by the Engineer in

Charge.

200.00 Providing and fixing 20mm thick Khondolite stone Sqm

Sqm work & granite stone at all floors and locations in

combination comprising of 10% Khondolite, 70%

flame finish Ruby Red granite and 20% polished

Ruby Red granite laid over 20mm thick cement

mortar 1:4 (1 cement : 4 coarse sand) including

pointing in white cement mortar 1:2 (1 white

cement : 2 stone dust) with an admixture of

pigment matching the stone shade cutting to size,

polishing, curing etc all complete all as per drawing

and as directed by the Engineer in Charge.

125.00 Supplying and laying pea gravel of 200 mm Cum Sqm thick using Non-cohesive/ well gravel hand packed

set in regular lines, levels etc. complete. as per


Engineer- in- charge.

442.00 Providing and fixing 25mm thick Khondolite stone Sqm


20mm thick cement mortar 1:4 including pointing

in white cement mortar 1:2 (1 white cement : 2 stone

dust) with an admixture of pigment matching the

stone shade at all location,incutting cutting, polishing

etc all complete as per drawings and as directed by

the Engineer inCharge.

Total of PART I - L : MISCELLANEOUS WORKS Rs.

(381611313) boq earthwork

Documents

miscellaneous work

rcc works

necessary form work

charge c

structural works

bed concrete

controlled concrete

conventional rcc items