3.75lac1

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S.N. DESCRIPTION NO. L. B. D/H. QTTY.

1 Excavation for foundation in earth, soil

of all types, sand, gravel and soft

murum, including removing the

excavated material up to a distance of

50 m. beyond the building area &

stacking and spreading as directed,

dewatering preparing the bed for the

foundation and necessary back filling,ramming, watering (Including shoring

and strutting ) complete. (LIFT UPTO

1.5 M. For column (office & compound wall) 21 1.20 1.20 0.30 9.07 9.07 Cu.M.

2 Excavation for foundation in earth, soils

of all types, sand, gravel and soft

murum, including removing the

excavated material upto a distance of

50 metres beyond the building area and

stacking and spreading as directed,

dewatering, preparing the bed for the

foundation and necessary back filling,

ramming, watering (including shoring

and strutting) complete. Lift from 1.5mto 3.0m.

For column office & com ound wall 21 1.20 1.20 0.40 12.10 12.10 Cu.M.

3 Excavation for foundation in soft rock,

and old cement and lime masonary

foundations including removing the

excavated materials upto a distance of

50 metres beyond the building area and

stacking as directed including

dewatering preparing the bed for the

foundation and necessary back filling

with available earth murum, ramming,

watering including shoring and strutting

etc. com lete. Lift u to 1.5 m

For column office & com ound wall 21 1.20 1.20 0.30 9.07 9.07 Cu.M.

4 Excavation for foundation in hard rock

by chiseling, wedging, line drilling, etc.

including trimming and leveling the bed,

removing the excavated materials upto

a distance of 50 metres beyond the

building area stacking as directed,

dewatering and back filling with

available earth/ murum ramming,

waterin com lete. Lift u to 1.5 mFor column office & com ound wall 21 1.20 1.20 0.50 15.12 15.12 Cu.M.

5 Providing and laying in situ, cement

concrete M 15 / 1:2:4 of trap /granite /

quartzite/gneiss metal for foundation

and bedding including bailing out water

form-work, compacting and curing.

For column (office & compound wall) 21 1.20 1.20 0.10 3.02 3.02 Cu.M.

TOTAL

MEASUREMENT SHEET

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S.N. DESCRIPTION NO. L. B. D/H. QTTY. TOTAL

6 Providing and laying in situ cement

concrete M-20 of

trap/granite/quartzite/gneiss metal for

R.C.C. work in foundations like raft,

strip foundations, grillage and footings

of R.C.C. columns and steel stanchions

including bailing out water manually

form-work, compaction and curing

roughening the surface if special finish is

to be provided (Excluding reinforcement

and structural steel .Tra ezoidal Footin 21 10.00 10.00 Cu.M.

7 Providing and casting in situ cement

concrete M 20 of trap

granite/quartzite/gneiss metal for R.C.C.

columns as per detailed designs and

drawings or as directed including

centering form-work, compaction

,finishing the formed surface with C.M.

1:3 of sufficient minimum thickness to

give a smooth and even surface or and

roughening if special finish is to to be

provided and curing (excluding

21 0.23 0.35 4.60 7.78 7.78 Cu.M.


concrete in M-20 of


R.C.C.beams and lintels as per detailed

designs and drawings or as directed

including centering, form-work,

compaction ,finishing the formed surface

with C.M. 1:3 of sufficient minimum

thickness to give a smooth and even

surface or and roughening the surface if

special finish is to be provided and

curing (Excluding reinforcement).

1 75.33 0.23 0.30 5.20 5.20 Cu.M.

9 Providing second class Burnt Brick

masonry with conventional/I.S. type

bricks in cement mortar 1:6 in

foundations and plinth of inner walls/in

plinth external walls including bailing out

water manually, striking joints on

unexposed faces, raking out joints on

exposed faces and watering Complete.

for office 2 4.38 0.23 0.50 1.01

2 11.82 0.23 0.50 2.72

2 3.65 0.23 0.50 0.84

4.57 4.57 Cu.M.

10 Filling in plinth and floors with

contractors soil sand or murum in 15 cmto 20cm. layers including watering and

com action com lete.1) column pit 21 1.20 1.20 1.50 45.36

deduct (P.C.C., column footing & column) (3.02+10.00+1.35 = 14.37) (-) 14.37

2) for plinth union office 1 3.65 3.00 0.80 8.76

office hall 1 3.65 6.00 0.80 17.52

store room 1 3.65 3.65 0.80 10.66

toilet 1 1.82 1.24 0.80 1.81(+) 38.74

69.73 69.73 Cu.M.

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11 Providing and laying in situ, cement

concrete M 15 / 1:2:4 of trap /granite /

quartzite/gneiss metal for foundation

and bedding including bailing out water

form-work com actin and curin .union office 1 3.65 3.00 0.10 1.10

office hall 1 3.65 6.00 0.10 2.19

store room 1 3.65 3.65 0.10 1.33

toilet 1 1.82 1.24 0.10 0.23

4.84 4.84 Cu.M.

12 Providing and laying damp proof course

50mm thick in (1:2:4) M15 cement

concrete layer and bitumen felt using

cement with waterproofing compound as

approved by engineer incharge at 1

Kg/bag or as per manufacturer's

for office 2 4.38 0.23 2.01

2 11.82 0.23 5.44

2 3.65 0.23 1.68

9.13 9.13 Sq.M.


masonry with conventional/I.S. typebricks in cement mortar 1:6 in

superstructure including striking joints,

raking out joints, watering and

scaffoldin com .for office 2 4.38 0.23 3.00 6.04

2 11.82 0.23 3.00 16.31

2 3.65 0.23 3.00 5.04

for compound wall 1 23.57 0.23 1.50 8.1335.52

Deduction for door 3 1.00 0.23 2.10 1.451 0.80 0.23 2.10 0.39

window 5 1.20 0.23 1.20 1.66(-) 3.49 32.03 Cu.M.


concrete in M-20 of











for office 2 4.38 0.23 0.15 0.30

2 11.82 0.23 0.15 0.82

2 3.65 0.23 0.15 0.25

1.37 1.37 Cu.M.

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15 Providing & casting in situ cement

concrete M-20 of


R.C.C. chajja as per detailed design &

drawings including centering, formwork,

compaction, finishing the formed surface



surface or & roughening the surface if

special finish is to be provided & curing

(Excluding reinforcement).

for window & ventilator 3 1.30 0.45 0.08 0.13 0.13 Cu.M.


concrete M-20 of trap/ granite/

quartzite/gneiss metal for R.C.C. slabs

and landings as per detailed designs and





surface ors and roughening the surface

if special finish is to be provided and

curing. (Excluding reinforcement).

slab 1 5.19 19.66 0.10 10.20 10.20 Cu.M.


concrete M-20 of trap/granite/

quartzite/ gneiss metal for R.C.C. waist

slab, and steps as per detailed drawings

for staircases including centering

formwork, compaction, finishing the

formed surface with C.M. 1:3 of

sufficient minimum thickness to give a

smooth and even surface or and


to be provided and curing. (Excluding

1 4.75 0.90 0.10 0.43

19 0.125 0.16 0.90 0.340.77 0.77 Cu.M.












column 18 0.23 0.35 3.00 4.35 4.35 Cu.M.

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concrete in M-20 of











beam 1 75.33 0.23 0.30 5.20 5.20 Cu.M.






for office 3 4.38 0.23 2.27 6.86

2 11.47 0.23 2.27 11.98

bath 1 1.65 0.23 2.27 0.86

w.c. 1 2.20 0.23 2.27 1.15

parapet wall 1 5.04 0.23 0.90 1.04ste s 1 9.10 0.23 2.27 4.75

(+) 26.64

deduction door 2 1.00 0.23 2.10 0.972 0.80 0.23 2.10 0.77

window 6 1.20 0.23 1.20 1.99(-) 3.73 22.92 Cu.M.


concrete in M-20 of






with C.M. 1:3 of sufficient minimumthickness to give a smooth and even




lintels 3 4.38 0.23 0.15 0.452 11.47 0.23 0.15 0.79

beam 3 4.38 0.23 0.30 0.91

2 11.47 0.23 0.30 1.58

3.73 3.73 Cu.M.


concrete M-15 /1:2:4 of trap/granite /

quartzite/gneiss metal for R.C.C. chajja

as per detailed design and drawings


compaction ,finishing the formed surfacewith C.M. 1:3 of sufficient minimum




curing (Excluding reinforcement)

for window & ventilator 7 1.30 0.45 0.08 0.31 0.31 Cu.M.

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concrete M-20 of trap/granite/

quartzite/ gneiss metal for R.C.C. waist

slab, and steps as per detailed drawings

for staircases including centering

formwork, compaction, finishing the

formed surface with C.M. 1:3 of


smooth and even surface or and


to be provided and curing. (Excluding

waist slab 1 4.75 0.90 0.10 0.43

steps 19 (1/2x0.25x0.16=0.02) 0.90 0.34

0.77 0.77 Cu.M.


concrete M-20 of trap/ granite/

quartzite/gneiss metal for R.C.C. slabs

and landings as per detailed designs and





surface ors and roughening the surface

if special finish is to be provided andcuring. (Excluding reinforcement).

slab 1 5.19 19.66 0.10 10.20 10.20 Cu.M.












column 18 0.23 0.35 0.90 1.30 1.30 Cu.M.






scaffoldin com .1 43.30 0.23 0.90 8.96 8.96 Cu.M.

27 Finishing the terrace slab integrally

mixed with water-proofing compound in

C.M.1:3 with 12mm.thick layer including

curing, finishing using waterproof-

compound at the rate of 1Kg.per bag ofcement etc. com lete.G.F. slab 1 5.19 19.66 102.04 102.04 Sq.M.

F.F. slab 1 5.19 19.66 102.04 102.04 Sq.M.

28 Providing internal cement plaster

20mm. thick in single coat in cement

mortar 1:3 without neeru finish, to

concrete, brick surface, in all positions

including scaffolding and curing

Ground Floor

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union office 2 3.65 3.00 21.902 3.00 3.00 18.00

office with hall 2 3.65 3.00 21.90

2 6.00 3.00 36.00

store room 4 3.65 3.00 43.80

toilet 2 1.82 3.00 10.922 1.24 3.00 7.44

(+) 159.96

deductiondoor 3 1.00 2.10 6.30

1 0.80 2.10 1.68window 3 1.20 1.20 4.32

(-) 12.30

147.66

Ground Floor slab

union office 1 3.65 3.00 10.95

office hall 1 3.65 6.00 21.90

store room 1 3.65 3.65 13.32

toilet 1 1.82 1.24 2.26(+) 48.43

net 196.09 196.09 Sq.M.

First Floor

office hall 2 4.73 3.00 28.382 12.44 3.00 74.64

uest room 2 3.65 3.00 21.902 3.65 3.00 21.90

bath 2 1.77 3.00 10.62

2 1.65 3.00 9.90

w.c. 2 0.90 3.00 5.40

2 1.20 3.00 7.20

(+) 179.94

deduction

door 2 1.00 2.10 4.20

window 6 1.20 1.20 8.64

(-) 12.84

167.10

First Floor slab

office hall 1 4.73 12.44 58.84

guest room 1 3.65 3.65 13.32

w/c 1 0.90 1.20 1.08

bath 1 1.77 1.65 2.92

(+) 76.16Net 243.26 243.26 Sq.M.

29 Providing sand faced plaster externally

in cement mortar using

Kharsalia/Kasaba or similar type of

sand, in all positions including base coat

of 15mm thick in C.M. 1:4 using

waterproofing compound at 1kg.per

cement bag curing the same for not less

than 2 days and keeping the surface of

the base coat rough to receive the sand

faced treatment 6 to 8mm thick in C.M.

1:4 finishing the surface by taking out

grains and curing for fourteen days

scaffolding etc. complete.

Ground flooroffice 1 13.57 3.90 52.92

1 5.19 3.90 20.24

1 4.11 3.90 16.03

1 0.80 3.90 3.12

1 12.00 3.90 46.80

1 4.11 3.90 16.03

com ound wall 2 24.65 1.50 73.95

cha a 3 1.30 0.45 1.76(+) 230.85

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deduction

door 3 1.00 2.10 6.301 0.80 2.10 1.68

window 5 1.20 1.20 7.20(-) 15.18

net 215.67 215.67 Sq.M.

First floor2 13.57 3.10 84.13

2 5.19 3.10 32.18

ara et 4 6.09 0.90 21.92

2 5.19 0.90 9.34cha a 7 1.30 0.45 4.10

(+) 151.67

deductiondoor 3 1.00 2.10 6.30

2 0.80 2.10 3.36

window 6 1.20 1.20 8.64

(-) 18.30

net 133.37 133.37 Sq.M.

Second floor

parapet wall 2 43.30 0.90 77.94 77.94 Sq.M.

waist slab & ste s

round floor 1 4.75 0.90 4.2819 0.25 0.90 4.28

19 0.16 0.90 2.74

11.29 11.29 Sq.M.

first floor (same quantity) 11.29 Sq.M.

30 Providing neeru finish to plastered

surfaces in a all positions including

scaffoldin and curin etc. com lete.Ground floor 147.66 147.66 Sq.M.

First Floor 167.10 167.10 Sq.M.

31 A Providing neeru finish to plastered

surfaces for ceilinground floor 48.43 48.43 Sq.M.

first floor 76.16 76.16 Sq.M.

32 Providing and fixing in position steel

reinforcement of various diameters forR.C.C. pile caps, footings, foundations,

slabs, beams, columns, canopies,

staircase, newels, chajjas, lintels,

pardis, copings, fins, arches etc. as per

detailed designs, drawings and

schedules including cutting, bending,

hooking the bars, binding with wires or

tack welding and supporting as required

round floor 40.60cu.m.x70kg/cum 2.84 2.84 MT

first floor 19.32cu.m.x70kg/cum 1.35 1.35 MT

second floor 1.30cu.m.x70kg/cum 0.09 0.09 MT

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33 Providing and fixing country teak wood

frame 60 mm x 100 mm for second

class doors/without/with ventilator

windows with ventilator fanlight and

clear storey window including all

mouldings, chamfering, rounding, and

rebating holdfast and finishing with one

coat of primer etc. complete.

for door 1 41.00 0.06 0.10 0.25 0.25 Cu.M.

for window 10 4.80 0.06 0.10 0.29 0.29 Cu.M.


single leaf second class fully paneled

door without ventilator as per detailed

drawings including iron oxidised fixtures

and fastenings and finishing the wood

work with one coat of primer (excluding

door frame). complete.

5 0.80 2.00 8.00

3 0.60 2.00 3.60

11.60 11.60 Sq.M.

35 Providing and fixing country teak wooddouble leaf 2nd class fully paneled door

without fanlight as per detailed

drawings, including iron oxidised fixtures

& fastening, finishing the wood work

with one coat of primer (excluding door

frame) complete.

10 1.00 1.00 10.00 10.00 Sq.M.

36 Providing and fixing mild steel grill work

for windows, ventilators etc. 25

kg./sq.m. as per drawing including

fixtures, necessary welding & painting

with one coats of anti corrosive paint &

10 1.00 1.00 10.00 10.00 Sq.M.

37 Providing and laying coloured glazed

tiles 148.5 mm x 148.5 mm in size and

5.5 to 6.6 mm thick for flooring in

required position laid on bed of 1:1 lime

mortar or 1:6C.M.including neat cement

float, (excluding all specials required like

round edge tiles, corner cups etc.) filling

joints with neat white cement slurry

curing and cleaning complete.

Ground floor

union office 1 3.65 3.00 10.95

office hall 1 3.65 6.00 21.90

store room 1 3.65 3.65 13.32toilet 1 1.82 1.24 2.26

for skirtin 1 53.32 0.15 8.00

56.43 56.43 Sq.M.

First flooroffice hall 1 4.73 12.44 58.84

uest room 1 3.65 3.65 13.32

w/c 1 0.90 1.20 1.08

bath 1 1.77 1.65 2.92

for skirtin 1 48.94 0.15 7.34

for dado 1 11.04 1.50 16.56100.07 100.07 Sq.M.

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38 Providing and fixing indian type white

glazed earthenware Water Closet Pan

including trap, white earthenware foot

rest, P.V.C. soil & vent pipes upto the

outside face of the wall, 1:2 lime

concrete/ 1:5:10 C.C. bedding, 5.00

litres P.V.C. high level flushing cistern

with fitting inlet pipe with stop tap,

brackets for fixing the cistern, 32mm

dia. lead flush pipe with fittings and

clamps 20mm dia. G.I. overflow pipe

with mosquito proof coupling, galvanised

iron chain and pull, painting of the

cistern and exposed pipes and cutting

and making good walls and floors

com lete.2 2 2 No.

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AS PER C.S.R. 2004-05

D' CADD SERVICES Mr.

GIS & CIVIL ENGG. CONSULTANT CONSULTING CIVILU.W.C., QT. NO. D/79, SHIVAJI NAGAR,AMRAVATI

Owner :- ,

Survey No. 182,

Plot No. 19

Mouze:- ,

Dist:-

Estimeted Cost :- Rs. 304246.19

Add 6% for Electrification :- Rs. 18254.77

Add 7% for Plumbing and Sanitary :- Rs. 21297.23

TOTAL Rs. 343798.19

Add 5% for Contengencis :- Rs. 17189.91

Total 360988.10

Add 4% for Engineer Supervision Charges:- 14439.52

TOTAL ESTIMETED COST :-. Rs. 375427.62

SAY Rs. 3,75,500.00

In Words :- Three lakh seventy five thousand and five hundred Rs. Only/-

GENERAL REPORT

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ENGINEER

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S.N. QTTY. DESCRIPTION RATE PER AMOUNT

1 Excavation for foundation in earth, soil of all

types, sand, gravel and soft murum,

including removing the excavated material

up to a distance of 50 m. beyond the

building area & stacking and spreading as

directed, dewatering preparing the bed for

the foundation and necessary back filling,ramming, watering (Including shoring and

strutting ) complete. (LIFT UPTO 1.5 M.)

5.04 53.55 Cu.M. 269.89

2 Excavation for foundation in earth, soils of all

types, sand, gravel and soft murum,

including removing the excavated material

upto a distance of 50 metres beyond the

building area and stacking and spreading as

directed, dewatering, preparing the bed for

the foundation and necessary back filling,

ramming, watering (including shoring and

struttin com lete. Lift from 1.5m to 3.0m.

4.69 63.00 Cu.M. 295.47

3 Excavation for foundation in soft rock, and

old cement and lime masonary foundations

including removing the excavated materials

upto a distance of 50 metres beyond the

building area and stacking as directed

including dewatering preparing the bed for

the foundation and necessary back filling

with available earth murum, ramming,

watering including shoring and strutting etc.

com lete. Lift u to 1.5 m2.04 145.95 Cu.M. 297.74

4 Providing and laying in situ cement concreteM-20 of trap/granite/quartzite/gneiss metal

for R.C.C. work in foundations like raft, strip

foundations, grillage and footings of R.C.C.

columns and steel stanchions including

bailing out water manually form-work,

compaction and curing roughening the

surface if special finish is to be provided

(Excluding reinforcement and structural

steel).

5.70 2194.00 Cu.M. 12505.80

5 Providing and casting in situ cement concrete

M 20 of trap granite/quartzite/gneiss metal

for R.C.C. columns as per detailed designs

and drawings or as directed including

centering form-work, compaction ,finishing

the formed surface with C.M. 1:3 of


smooth and even surface or and roughening

if special finish is to to be provided and

curing (excluding reinforcement).

3.04 3003.00 Cu.M. 9129.12

ABSTRACT SHEET

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in M-20 of trap/granite/quartzite/gneiss

metal for R.C.C.beams and lintels as per

detailed designs and drawings or as directed

including centering, form-work, compaction

,finishing the formed surface with C.M. 1:3

of sufficient minimum thickness to give a


the surface if special finish is to be providedand curing (Excluding reinforcement).

2.09 3150.00 Cu.M. 6583.50

7 Providing second class Burnt Brick masonry

with conventional/I.S. type bricks in cement

mortar 1:6 in foundations and plinth of inner

walls/in plinth external walls including bailing

out water manually, striking joints on

unexposed faces, raking out joints on

exposed faces and watering Complete.

1.65 for office 1470.00 Cu.M. 2425.50

8 Filling in plinth and floors with contractors

soil sand or murum in 15 cm to 20cm. layers

including watering and compaction complete.

21.89 113.40 Cu.M. 2482.33

9 Providing and laying in situ, cement concrete

M 15 / 1:2:4 of trap /granite /

quartzite/gneiss metal for foundation and

bedding including bailing out water form-

work, compacting and curing.3.08 1635.90 Cu.M. 5038.57

10 Providing and laying damp proof course50mm thick in (1:2:4) M15 cement concrete

layer and bitumen felt using cement with

waterproofing compound as approved by

engineer incharge at 1 Kg/bag or as per

manufacturer's specifications.6.43 105.00 Sq.M. 675.15



mortar 1:6 in superstructure including

striking joints, raking out joints, watering

and scaffolding comp.5.40 1564.50 Cu.M. 8448.30

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the surface if special finish is to be provided

and curing (Excluding reinforcement).

0.46 3150.00 Cu.M. 1449.00

13 Providing & casting in situ cement concrete

M-20 of trap/granite/quartzite/gneiss metal

for R.C.C. chajja as per detailed design &


compaction, finishing the formed surface


thickness to give a smooth and even surface

or & roughening the surface if special finish

is to be provided & curing (Excluding

reinforcement .0.08 for window & ventilator 3234.00 Cu.M. 258.72


M-20 of trap/ granite/ quartzite/gneiss metal

for R.C.C. slabs and landings as per detailed

designs and drawings including centering,

formwork, compaction ,finishing the formed

surface with C.M. 1:3 of sufficient minimum


ors and roughening the surface if special

finish is to be provided and curing.


3.64 slab 3139.50 Cu.M. 11427.78










curing (excluding reinforcement

3.01 column 3039.09 Cu.M. 9147.66

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3.04 beam 3150.00 Cu.M. 9576.00





and scaffolding comp.8.69 1611.43 Cu.M. 14003.33











1.30 3244.50 Cu.M. 4217.85


M-15 /1:2:4 of trap/granite /

quartzite/gneiss metal for R.C.C. chajja as

per detailed design and drawings includingcentering, form-work, compaction ,finishing





and curing (Excluding reinforcement)

0.10 for window & ventilator 3331.02 Cu.M. 333.10


M-20 of trap/granite/ quartzite/ gneiss metal

for R.C.C. waist slab, and steps as per

detailed drawings for staircases including

centering formwork, compaction, finishingthe formed surface with C.M. 1:3 of




and curing. (Excluding reinforcement).

0.36 3244.50 Cu.M. 1168.02

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M-20 of trap/ granite/ quartzite/gneiss metal

for R.C.C. slabs and landings as per detailed

designs and drawings including centering,

formwork, compaction ,finishing the formed

surface with C.M. 1:3 of sufficient minimum


ors and roughening the surface if special

finish is to be provided and curing.


7.68 slab 3233.68 Cu.M. 24834.66










curing (excluding reinforcement

1.20 column 3185.88 Cu.M. 3823.06





and scaffolding comp.

6.85 1659.77 Cu.M. 11369.42

24 Finishing the terrace slab integrally mixed

with water-proofing compound in C.M.1:3

with 12mm.thick layer including curing,

finishing using waterproof- compound at the

rate of 1Kg.per bag of cement etc. complete.

72.40 G.F. slab 64.05 Sq.M. 4637.22

25 Providing internal cement plaster 20mm.

thick in single coat in cement mortar 1:3

without neeru finish, to concrete, brick

surface, in all positions including scaffolding

and curin com lete.89.00 Ground Floor 50.40 Sq.M. 4485.60

26 Providing sand faced plaster externally in

cement mortar using Kharsalia/Kasaba or

similar type of sand, in all positions including

base coat of 15mm thick in C.M. 1:4 using

waterproofing compound at 1kg.per cement

bag curing the same for not less than 2 days

and keeping the surface of the base coat

rough to receive the sand faced treatment 6

to 8mm thick in C.M. 1:4 finishing the

surface by taking out grains and curing for

fourteen days scaffolding etc. complete.

102.00 Ground floor 98.70 Sq.M. 10067.40

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27 Providing and fixing in position steel

reinforcement of various diameters for

R.C.C. pile caps, footings, foundations, slabs,

beams, columns, canopies, staircase, newels,

chajjas, lintels, pardis, copings, fins, arches

etc. as per detailed designs, drawings and

schedules including cutting, bending,

hooking the bars, binding with wires or tack

welding and supporting as required

completed.2.84 round floor 33390.00 MT 94827.60


frame 60 mm x 100 mm for second class

doors/without/with ventilator windows with

ventilator fanlight and clear storey window

including all mouldings, chamfering,

rounding, and rebating holdfast and finishing

with one coat of primer etc. complete.

0.25 for door 45615.00 Cu.M. 11221.29

0.29 for window 45615.00 Cu.M. 13137.12

29 Providing and fixing country teak wood single

leaf second class fully paneled door without

ventilator as per detailed drawings including

iron oxidised fixtures and fastenings and

finishing the wood work with one coat of

primer (excluding door frame). complete.

6.35 1840.00 Sq.M. 11684.00


double leaf 2nd class fully paneled door

without fanlight as per detailed drawings,

including iron oxidised fixtures & fastening,finishing the wood work with one coat of

primer (excluding door frame) complete.

2.50 1685.00 Sq.M. 4212.50

31 Providing and fixing mild steel grill work for

windows, ventilators etc. 25 kg./sq.m. as per

drawing including fixtures, necessary welding

& painting with one coats of anti corrosive

paint & two coats of oil painting complete.

3.64 1050.00 Sq.M. 3822.00

32 Providing and laying coloured glazed tiles148.5 mm x 148.5 mm in size and 5.5 to 6.6

mm thick for flooring in required position laid

on bed of 1:1 lime mortar or

1:6C.M.including neat cement float,

(excluding all specials required like round

edge tiles, corner cups etc.) filling joints with

neat white cement slurry curing and cleaning

complete.

4.01 538.65 Sq.M. 2159.99

7/31/2019 3.75lac1

19/19


33 Providing and fixing indian type white glazed

earthenware Water Closet Pan including

trap, white earthenware foot rest, P.V.C. soil

& vent pipes upto the outside face of the

wall, 1:2 lime concrete/ 1:5:10 C.C.

bedding, 5.00 litres P.V.C. high level flushing

cistern with fitting inlet pipe with stop tap,

brackets for fixing the cistern, 32mm dia.

lead flush pipe with fittings and clamps

20mm dia. G.I. overflow pipe with mosquitoproof coupling, galvanised iron chain and

pull, painting of the cistern and exposed

pipes and cutting and making good walls and

floors complete.

2 2115.75 No. 4231.50

TOTAL Rs. 304246.19

Documents

3.75lac1