4 COR 92 LACS B1 16 JAN 2011

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

1/98

S.No. Items Qty. Rate/Unit

1 2 3 4

1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in over areas

foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sqm on plan) including dressing of sides

and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus

excavated soil asdirected, with in lead of 50 m. All Kind of soil.

(PWD S.O.R. 2.6.1 p.4)1700.00 107.00/Cum

2 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including

dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and

disposal of surplus excavated soils as directed,within a lead of 50m.

Ordinary Rock (S.O.R. 2.7.3. Hard rock(blasting probhited)

450.00 364.00/Cum

3 Providing and laying in foundation, plinth and under floor cement concrete with 40 mm. nominal size

graded stone aggregates including ramming in layer and curing complete excluding cost of form work. (C)

M-10

(PWD S.O.R. 4.1.2.3 p. 15)

150.00 2833/Cum

4 Filling from available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layer

not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering with a leadupto 50 m. and lift upto 1.5m.

(PWD S.O.R. 2.24 p. 7)

105.00 49.00/Cum

5 Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size

graded stone aggregate) excluding the cost of centering, shuttering and reinforcement all work up to plinth

level. M-20 Nominal mix.

(S.O.R. 5.1.1 p. 20)

870.00 3936/Cum

6 Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C.

work including cutting, bending, binding etc. complete as per drawings including cost of binding wire and

including all wastages etc. complete.

(PWD S.O.R. 8 p. 24)

GORISHANKAR CONSTRUCTION KHASRA -

1414,1415/1 ,AT VILLAGE DATIYA,

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

2/98


1 2 3 4

7600.00 42.00/Kg

6 Kota / cuddapah stone slab flooring over 20 mm (average) thick base laid over and jointed with grey

cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing

complete with base of cement mortar 1 : 4 (1 cement : 4 sand) : 11.23.1 25 mm thick. .

PWD S.O.R.11.23.1 p. 83

960.00 670.00/Sqm

7 Marble stone flooring wi th 16 mm thick marble stone (sample of marble shall be approved by Engineer-in-

charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement:4 sand)laid and jointed with grey

cement slurry including rubbing and polishing complete with : (Area of Slabs over 0.50sqm) . Udaipur /Baroda green marble. Extra for marble stone flooring in treads of steps and risers using single length up to

2.00 meter.

PWD S.O.R. 11.21.5 p. 83 + 11.22 p. 83

40.00 1099/Sqm

8 6 mm thick cement plaster 1 : 3 (1 cement : 3 sand) finished with a floating coat of neat cement and a

thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam.

(S.O.R.13.9 p. 99)

710.00 100.00/Sqm

9 12 mm thick cement plaster on brick wall. In Cement Mortar 1:6 (1 Cement : 6 Sand)

(PWD S.O.R. 13.1.2 p. 99)

200.00 80.00/Sqm

10 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: (a)

New work (two or more coats)

(PWD S.O.R. 13.48.1 p. 104)

Qty. same as (6mmplaster + 12mm plaster) 290.00 46.00/Sqm

395.00 11882/Each

TOTAL ESTIMATED COST Rs. TEN LACS ONLY.

TOTAL(A)

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

3/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

4/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

5/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

6/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

7/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

8/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

9/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

10/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

11/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

12/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

13/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

14/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

15/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

16/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

17/98


1 2 3 4

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

18/98

Amount

5

181900.00

163800.00

424950.00

5145.00

3424320.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

19/98

Amount

5

319200.00

643200.00

43960.00

71000.00

16000.00

13340.00

4693390.00

10000205.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

20/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

21/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

22/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

23/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

24/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

25/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

26/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

27/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

28/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

29/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

30/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

31/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

32/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

33/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

34/98

Amount

5

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

35/98

.No Items No. L B

1 2 3 4 5A WORK UP TO STILT FLOOR LVL.

1 Earth work in excavation by mechanical means (Hydraulic excavator) /

manual means in over areas foundation trenches or drains ( not

exceeding 1.5 m in width or 10 Sqm on plan) including dressing of sides

and ramming of bottoms, lift up to 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil asdirected, with in

(PWD S.O.R. 2.6.1 p.4)

Total 1 1770.00

2 Excavation work in foundation trenches or drains not exceeding 1.5 m in

width or 10 sqm on plan including dressing of sides and ramming of

bottoms lift upto 1.5 m, including getting out the excavated soil and

disposal of surplus excavated soils as directed,within a lead of 50m.

Ordinary Rock (S.O.R. 2.7.3. Hard rock(blasting probhited)

Footing - F1 41 4.20 4.20

Footing - F2 15 2.70 2.70

Footing - CF1 1 6.20 1.75

Retaining Wall 1 169.00 0.90

3 Providing and laying in foundation, plinth and under floor cement

concrete with 40 mm. nominal size graded stone aggregates including

ramming in layer and curing complete excluding cost of form work. (C)

-(PWD S.O.R. 4.1.2.3 p. 15)

Footing - F1 41 4.20 4.20

Footing - F2 15 2.70 2.70

Footing - CF1 1 6.20 1.75


Total Floor area 1 1770.00

4 Filling from available excavated earth (excluding rock) in trenches,

plinth, sides of foundation etc. in layer not exceeding 20 cm. in depth

consolidating each deposited layer by ramming and watering with a lead

(PWD S.O.R. 2.24 p. 7)

ESTIMATE FOR CONSTRUCTION OF PROPOSED HOTEL BUILDI

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

36/98

5 Providing and laying in position specified grade of reinforced cement

concrete (with 20mm nominal size graded stone aggregate) excluding

the cost of centering, shuttering and reinforcement all work up to

plinth level. M-20 Nominal mix.

(S.O.R. 5.1.1 p. 20)

FOOTINGS

Footing - F1 41 4.00 4.00

Footing - F2 15 2.50 2.50

Footing - CF1 1 6.00 1.55


TIE BEAM

Total 1 557.00 0.30Lift wall -1 1 17.40 0.15

Lift wall -2 2 9.20 0.15


COLUMNS UP TO STILT FLOOR LVL.

C1 41 0.60 0.80

C2 14 0.40 0.80

C3 7 0.20 0.40

BEAMS UP TO STILT FLOOR LVL.

Total 1 663.00 0.60

SLAB

At Basement Floor Lvl. 1 1770.00

At Stilt Floor Lvl. 1 1770.00

STAIRCASE UP TO STILT FLOOR LVL.

Flight 6 3.50 1.50

Steps 30 1.50 0.30

Landing 3 1.50 3.00

6 Providing and placing in position cold twisted steel and hot rolled

deformed steel reinforcement for R.C.C. work including cutting, bending,binding etc. complete as per drawings including cost of binding wire and

(PWD S.O.R. 8 p. 24)

7 Centering and shuttering including Strutting, staging.propping etc.

Complete and including its removal of form for

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

37/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

38/98


Flight 6 3.50 1.50

Steps 30 1.50 0.30

Landing 3 1.50 3.00

11 Kota / cuddapah stone slab flooring over 20 mm (average) thick base

laid over and jointed with grey cement slurry mixed with pigment to

match the shade of the slab including rubbing and polishing

complete with base of cement mortar 1 : 4 (1 cement : 4 sand) :

PWD S.O.R.11.23.1 p. 83

BASEMENT FLOOR

Total 1 1770.00

12 Marble stone flooring wi th 16 mm thick marble stone (sample of marbleshall be approved by Engineer-in-charge) over 20 mm (average) thick

base of cement mortar 1:4 (1 cement:4 sand)laid and jointed with grey

cement slurry including rubbing and polishing complete with : (Area of

Slabs over 0.50sqm) . Udaipur / Baroda green marble. Extra for marble

stone flooring in treads of steps and risers using single length up to

PWD S.O.R. 11.21.5 p. 83 + 11.22 p. 83

UP TO STILT FLOOR LVL

Staircase No. - 1,2,3 - Landing 3 3.50 1.50

Staircase No. - 1,2,3 - Steps 60 1.50 0.45

Skirting 3 20.00 0.15

13 6 mm thick cement plaster 1 : 3 (1 cement : 3 sand) finished with a

floating coat of neat cement and a thick coat of lime wash on top of wall

when dr for bearin of R.C.C. slab and beam.(S.O.R.13.9 p. 99)


TOTAL 1 1770.00

14 12 mm thick cement plaster on brick wall. In Cement Mortar 1:6 (1Cement : 6 Sand(PWD S.O.R. 13.1.2 p. 99)


On retaining wall 1 169.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

39/98

15 Wall painting with plastic emulsion paint of approved brand and

manufacture to give an even shade: (a) New work (two or more coats)

(PWD S.O.R. 13.48.1 p. 104)

Qty. same as (6mmplaster + 12mm plaster)

16 Preconstruction curative Cum. preventive antitermite treatment of the

building under construction by providing (i) surface reatment by

spreading emul sion over the pl inth area before aying the base concrete

under floors @ 5.0 litres/Sqm.(ii) Pumping the emul sion in plinth

masonry on fi lling side at f loor unction @ 7.5 li tres/Sqm. (iii )

Pumping the emul sion from outer side of the plinth below ground

alround the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion.

(1Chlorpyrifos: 19 water) with five years service guarantee

(S.O.R. 2.31 p.8)

Total floor area 1 1770.00

B WORK IN SUPERSTRUCTURE

17 Reinforced cement concrete work in walls ( any thickness) including

attatched pilasters, plinth and string courses, fillets, columns, pillars,

posts and struts suspended floor roof slab, beams etc. up to floor two

level excluding cost of centering, shuttering, finishing and

reinforcement. M20 Nominal mix ( with 20 mm nominal size graded

(PWD S.O.R. 5.2.1 p. 20)

COLUMN STILT FLOOR LVL. TO 3rd FLOOR LVL.C1 41 0.60 0.80

C2 14 0.40 0.80

C3 7 0.20 0.40

COLUMN 3rd FLOOR.LVL. TO TERRACE

C1 31 0.60 0.80

C2 10 0.40 0.80

C3 7 0.20 0.40

LIFT

Lift wall -1 1 17.40 0.15

Lift wall -2 2 9.20 0.15

COLUMN TO TERRACE TO MUMMTY LVL.Column - C3 8 0.20 0.40

FLOOR BEAMS UP TO 3rd FLOOR LVL.

TOTAL 3 663.00 0.60

FLOOR BEAMS 3rd FLOOR LVL. TO TERRACE

TOTAL 4 550.00 0.60

FLOOR BEAMS TERRACE TO MUMMTY

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

40/98

TOTAL 2 24.00 0.20

SLAB UP TO 3rd FLOOR LVL.

TOTAL 3 1770.00

SLAB 3rd FLOOR LVL.TO TERRACE

TOTAL 4 1200.00

SLAB OF MUMMTYTOTAL 2 6.00 6.00

LINTEL UP TO TERRACE LVL.

D 3 2.70 0.20

D1 32 1.50 0.20

D2 121 1.20 0.20

D3 110 1.10 0.20

W 8 1.50 0.20

W1 225 1.50 0.20

V 125 0.90 0.20

LINTEL BEND UP TO TERRACE LVL.

TOTAL 1 1200.00 0.20

18 Reinforced cement concrete work in beams,suspended floors, roofs,

having slope of any degree landings, balconies, shelves, chajjas, lintels,

bands, plain windows sills, staircases and spiral staircases up to floor

two level excluding cost of centering, shuttering, finishing and

reinforcement in concrete grade. M20 Nominal mix ( with 20 mm

nominal size graded stone aggregate)

(PWD S.O.R. 5.3.1 p. 20)

STAIRCASE STILT FLOOR LVL.TO 3rd FLOOR LVL.Flight 18 3.50 1.50

Steps 90 1.50 0.30

Landing 9 1.50 3.00

STAIRCASE 3rd FLOOR LVL.To TERRACE

Flight 16 3.50 1.50

Steps 120 1.50 0.30

Landing 12 1.50 3.00

19 Providing and placing in position cold twisted steel and hot rolled

deformed steel reinforcement for R.C.C. work including cutting, bending,

binding etc. complete as per drawings including cost of binding wire and

including all wastages etc. complete.

(PWD S.O.R. 8 p. 24)

20 Centering and shuttering including Strutting, staging.propping etc.

Complete and including its removal of form for

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

41/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

42/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

43/98

(S.O.R. 6.11.2 p. 28)

STILT FLOOR 1 105.00

1st FLOOR 1 115.00

2nd FLOOR 1 120.00

3rd FLOOR 1 320.00

4th FLOOR to 6th FLOOR 3 420.00

DEDUCTION

D 3 2.40

D1 32 1.20

D2 121 1.00

D3 109 0.80

V 122 0.60

25 Providing & fixing 16mm thick gang saw cut mirror polished premoulded

and polished machine cut for kitchen platforms vanity counters, window

sills, facias and similar locations of required size of approved shade,

colour and texture laid over 20mm thick base cement mortar 1:4

(1Cement : 4 Sand) with joints treated with white cement mixed with

matching pigment, epoxy touch ups, including rubbing, curing, moulding

and polishing to edge to give high gloss finish etc. complete at all levels

(Sample to be got approved by Engineer-In-Charge. Granite of any

(a) Area of slab up to 0.50 sqm but not less than 0.30 sqm.(S.O.R. 8.2.2.1 p. 38)

For Lift

Lift No. 2&3 16 2.30 2.10

Lift No.1 6 5.80 2.10

26 Providing & fixing 16mm thick gang saw cut mirror polished premoulded

and polished machine cut for kitchen platforms vanity counters, window

sills, facias and similar locations of required size of approved shade,

colour and texture laid over 20mm thick base cement mortar 1:4

(1Cement : 4 Sand) with joints treated with white cement mixed with

matching pigment, epoxy touch ups, including rubbing, curing, moulding

and polishing to edge to give high gloss finish etc. complete at all levels

(Sample to be got approved by Engineer-In-Charge. Granite of any

(b) Area of slab over 0.50 sqm

(S.O.R. 8.2.2.2 p. 38)

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

44/98

Kitchen Platform

Stilt 1 8.00 0.75

1st Floor 1 22.80 0.75

27 Providing and laying 1st quality Ceramic glazed wall tiles conforming to

IS : 15622 (6-7 mm thickness)of aooroved make in all colours, shades

except burgundy, bottle green, black of any size as approved by

Engineer-In_Charge in skirting, risers of steps and dados over 12mm

thick bed of cement mortar 1:3 (1cement : 3 sand) and jointing with grey

cement slurry @ 3.3 kg per sqm. including pointing in white cement

mixed with pigment of matching shade complete.

PWD S.O.R. 11.31 p. 84

Kitchen dado 1 35.00 1.50

Service & bar Counter 1 50.00 1.50

Toilet stilt floor 1 17.80 2.10Toilet 1st floor 2 16.10 2.10

Toilet 2nd floor 2 16.10 2.10

Toilet 3rd floor 20 7.10 2.10

Toilet 4th floor 30 7.10 2.10



28 Marble stone flooring wi th 16 mm thick marble stone (sample of marble

shall be approved by Engineer-in-charge) over 20 mm (average) thick

base of cement mortar 1:4 (1 cement:4 sand)laid and jointed with grey

cement slurry including rubbing and polishing complete with : (Area of

Slabs over 0.50sqm) . Udaipur / Baroda green marble. Extra for marble

stone flooring in treads of steps and risers using single length up to

PWD S.O.R. 11.21.5 p. 83 + 11.22 p. 83

STAIRCASE UP TO TERRACE


Steps 20 1.50 0.45

Landing 1 1.50 3.00

STAIRCASE STILT FLOOR LVL.TO 3rd FLOOR LVL.

Steps 180 1.50 0.45

Landing 9 1.50 3.00

STAIRCASE 3rd FLOOR LVL.To TERRACE

Steps 240 1.50 0.45

Landing 12 1.50 3.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

45/98

SKIRTING 8 20.00 0.15

29 Providing and laying polished vitrified floor tiles in different sizes of 10

mm thickness with water absorbtion's less than 0.08% and confirming

to IS 15622 of approved make in all colours and shades, laid on 20 mm

thick cement mortar 1:4 (1 cement :4 sand) including grouting the joints

with white cement and matching pigments etc. complete.

(a) Size of tiles 50x50 cm.

PWD S.O.R. 11.34.2 p. 85

STILT FLOOR

BMC 1 3.50 27.80

1 8.80 6.00

Waiting 1 8.50 8.80

Staff 1 4.00 7.60Kit. 1 3.50 4.40

Pass. 1 8.20 1.50

Maint. 1 4.10 2.90

1 3.05 4.50

Unifor. 1 3.00 4.50

A/c 1 3.50 4.50

Main. 1 4.50 4.50

Plant 1 5.80 4.50

Rec. 1 12.08 6.05

FIRST FLOOR

Bank 1 13.70 45.80

Rest. 1 15.78 14.50

1 8.60 17.15

S/C 1 8.60 5.30

Bar. 1 6.20 9.30

Kit. 1 209.00 1.00

Rec. 1 251.16 1.00

AHU 1 7.48 6.00

Ser. 1 6.00 3.05Toi. 2 6.00 3.35

Office 1 6.00 6.80

SECOND FLOOR

Office 1 13.50 34.60

Hall 1 17.00 10.80

1 13.50 6.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

46/98

Banq 1 24.30 21.60

Ser. 1 69.00 1.00

Atrium 1 312.80 1.00

S/c 1 7.48 6.00

Ser. 1 6.00 3.05

Toi. 2 4.70 3.50

Pass. 1 6.80 1.50

THIRD FLOOR

Swim. Pool 1 593.15 1.00

Health 1 13.20 15.90

Atrium 1 265.50 1.00

Rooms 14 3.35 6.30

S/c 1 7.50 6.00

House 1 6.00 3.05

S/c 1 6.00 5.10Rooms 2 7.80 3.35

Rooms 2 9.05 3.35

Rooms 2 10.50 3.35

Pass. 1 2.50 20.70

FOURTH FLOOR

Rooms 2 3.30 9.05

Rooms 2 3.30 7.80

Pass. 1 17.00 2.50

Atrium 1 204.50 1.00

Rooms 20 3.35 6.30

S/c 1 7.50 6.00

House 1 6.00 3.05

S/c 1 6.00 5.10

Rooms 2 7.80 3.35

Rooms 2 9.05 3.35

Rooms 2 10.50 3.35

Pass. 1 2.50 20.70

FIFTH FLOOR

Rooms 2 3.30 9.05Rooms 2 3.30 7.80

Pass. 1 17.00 2.50

Atrium 1 204.50 1.00

Rooms 20 3.35 6.30

S/c 1 7.50 6.00

House 1 6.00 3.05

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

47/98

S/c 1 6.00 5.10

Rooms 2 7.80 3.35

Rooms 2 9.05 3.35

Rooms 2 10.50 3.35

Pass. 1 2.50 20.70

SIXTH FLOOR

Rooms 2 3.30 9.05

Rooms 2 3.30 7.80

Pass. 1 17.00 2.50

Atrium 1 204.50 1.00

Rooms 20 3.35 6.30

S/c 1 7.50 6.00

House 1 6.00 3.05

S/c 1 6.00 5.10

Rooms 2 7.80 3.35Rooms 2 9.05 3.35

Rooms 2 10.50 3.35

Pass. 1 2.50 20.70

30 Providing and laying polished vitrified floor tiles in different sizes of 10

mm thickness with water absorbtion's less than 0.08% and confirming

to IS 15622 of approved make in all colours and shades, laid on 20 mm

thick cement mortar 1:4 (1 cement :4 sand) including grouting the joints

with white cement and matching pigments etc. complete.

(a) Size of tiles AS per Engineer In Charge

PWD S.O.R. 11.34.1 p. 85

UP TO TERRACE LVL.

Skirting 1 6100.00 0.15

31 Kota / cuddapah stone slab flooring over 20 mm (average) thick base

laid over and jointed with grey cement slurry mixed with pigment to

match the shade of the slab including rubbing and polishing

complete with base of cement mortar 1 : 4 (1 cement : 4 sand) :

PWD S.O.R.11.23.1 p. 83

Baement 1 1700.00

Skirting 1 170.00 0.15

Stilt floor

Parking for BMC 1 13.70 11.40

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

48/98

Porch 1 15.10 13.95

1 6.00 8.80

Parking for Hotel 1 9.50 34.90

1 15.10 12.35

32 6 mm thick cement plaster 1 : 3 (1 cement : 3 sand) finished with a

floating coat of neat cement and a thick coat of lime wash on top of wall

when dry for bearing of R.C.C. slab and beam.

(S.O.R.13.9 p. 99)

UP TO THIRD FLOOR LVL

Total 3 1700.00

UP TO THIRD FLOOR LVL

Total 4 1200.00

Mummty

Total 2 36.00

33 12 mm thick cement plaster on brick wall. In Cement Mortar 1:6 (1

Cement : 6 Sand)

(PWD S.O.R. 13.1.2 p. 99)

STILT FLOOR

BMC 2 34.00

2 13.50

S/C 2 6.70

2 6.00

Parking 2 13.70

2 11.40

Parking 2 24.58

2 34.90

ramp 2 8.80

waiting 2 8.80

2 8.50

maint. 2 7.18

2 4.50Staff 2 4.00

2 7.60

pass. 2 3.50

2 4.40

Toi. 2 4.50

2 4.40

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

49/98

Rec. 2 12.08

2 6.05

AHU 2 3.50

2 2.50

Uni. 2 3.00

2 4.50

A/C 2 3.50

2 4.50

Main. 2 4.50

2 4.50

Plant. 2 5.80

2 4.50

FIRST FLOOR

Bank 2 13.70

2 45.80S/c 2 4.20

1 1.50

Kit 1 94.30

Rec. 1 73.40

Rest. 2 24.30

1 17.15

S/c 2 8.60

2 5.30

S/c 2 7.48

2 6.00

AHU 2 3.50

2 2.50

Ser. 2 6.00

2 3.05

Toi. 4 4.70

4 3.35

pass. 2 6.80

2 1.50

Office 2 6.002 6.80

SECOND FLOOR

Office 2 13.50

2 34.60

S/c 2 4.20

2 3.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

50/98

Hall 2 17.00

2 10.80

2 13.50

2 6.00

Ser. 1 48.30

Atrium 1 82.40

Banq. 2 24.40

2 21.60

S/c 2 7.48

2 6.00

Ser. 2 6.00

2 3.05

Toi. 4 4.70

4 3.35

Pass. 2 6.802 1.50

THIRD FLOOR

Health 2 13.20

2 16.00

Rooms 28 3.35

28 6.30

S/c 2 7.50

2 6.00

Atrium 1 71.00

House 2 6.00

2 3.05

S/c 2 6.00

2 5.20

Corr. 2 20.70

2 2.50

Rooms 4 7.80

4 3.35

Rooms 4 9.05

4 3.35Rooms 4 10.50

4 3.35

Toilet 42 2.25

42 1.70

FOURTH FLOOR

Rooms 4 9.05

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

51/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

52/98

Corr. 2 20.70

2 2.50

Rooms 4 7.80

4 3.35

Rooms 4 9.05

4 3.35

Rooms 4 10.50

4 3.35

Toilet 60 2.25

60 1.70

SIXTH FLOOR

Rooms 4 9.05

4 3.30

Rooms 4 7.80

4 3.30Pass. 2 17.00

1 2.50

Rooms 40 3.35

40 6.30

S/c 2 7.50

2 6.00

Atrium 1 57.30

House 2 6.00

2 3.05

S/c 2 6.00

2 5.20

Corr. 2 20.70

2 2.50

Rooms 4 7.80

4 3.35

Rooms 4 9.05

4 3.35

Rooms 4 10.50

4 3.35Toilet 60 2.25

60 1.70

Mummty

T otal 4 6.00

4 6.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

53/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

54/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

55/98

41 Providing and fixing aluminium work for doors, windows and ventilators

and partition with extruded built up standard tubular section/

appropriate Z - sections and other sections of approved make

conforming to IS:733, IS:1285 & IS:1868 fix with wawl plugs and

screws or with fixing clips or with expansion hold fasteners including

necessary filling up of gaps at junctions, at top bottom and sides with

required PVC/neoprene felt etc.Aluminium sections shall be smooth, rust

free, straight, mitred and jointed mechanically wherever required

including cleat angle, aluminium snap breading for glazing/panelling, C.P.

brass/ stainless steel screws all complete as per architectural drawings

and the direction of Engineer-In_Charge ( Glazing and paneling to be

paid for seperately.For shutters of doors, windows & Ventilators

including providing and fixinghinges/pivots and making provision for

fixing of fittings whw\erever required including the cost of PVC /

neoprene gasket required ( Fittings shall be paid for seperately)Anodised aluminium ( anodised transparent or dyed torequired shade

according to IS 1868, minimum anodic coating of grade Ac 15)

PWD S.O.R.21.1.2.1 p.182

42 Providing & fixing glazing in aluminium doors, windows & ventilators

shutters and partition etc. with PVC / neoprene gasket etc. complete as

per the architectural drawings and the directions of engineer -in-

charge. (cost of aluminium snap beading shall be paid in basic item) (a)

With glass panes of 4.0 mm thickness (weight not less than 10.0 kg /

NSOR

UP TO F.F. LVL

W 224 1.20

V 122 0.60

43 Providing and fixing bright finished brass butt hinges with necessary

screws etc. complete : 9.72.3 100x85x5.5 mm (heavy type)

PWD S.O.R.9.7.3 p.52

44 Providing and fixing ISI marked aluminium butt hinges ISI marked

anodised (anodic coating not less than grade AC 10 as per IS : 1868)

transparent or dyed to requi red colour or shade with necessary screws

PWD S.O.R.9.95.3 p.54

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

56/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

57/98

52 Providing and fixing hand rail of approved size by welding etc. to steel

ladder railing, balcony railing and staircase railing including applying a

priming coat of approved steel primer. (a) M.S. tube. .(PWD S.O.R. 10.24.1 p. 74)

53 Making plinth protection 50mm thick of cement concrete grade M 10

over 75mm bed of dry metal ballast 40mm nominal size well rammed and

consol idated and fi led wi th sand including finishing the top smooth

(with 20mm nominal size graded stone aggregate.)

(PWD S.O.R. 4.16 p. 17)

TOTAL 1 170.00 1.20

54 40 mm thick stone flooring over 20 mm (average)thick base of cement

mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar1:2 (1 cement : 2 sand) with an admixture of pigment to match the

shade of stone. Red sand stone / White sand stone) 11.25.2 Fine

(PWD S.O.R. 11.25.2 p. 84)

TOTAL 1 170.00 1.20

55 Providing and fixing suspended false ceiling which inlcudes providing and

fixing G.I. channels of size 27x0.5mm thick having one flange of 20mm

and another flange of 30mm fixed along periphery of the ceiling, screws

fixed to brick wall/partition with the help of rawl plugs and screws thesuspending G.I. intermediate channels of size 45mmx0.9mm with two

flanges of 15mm each from the soffit at 1200mm centre in one

direction with steel G.I. hanger of width 25mmx0.5mm thick fixed to

soffit with G.I. cleat and steel rawl plugs fastners ceiling G.I. section of

0.5mm thickness forming hollow knurled wedge of 51.5mm and two

flanges of 26mm each with lips of 10.5 mm are then fixed to the

intermidiate channel with the help of connecting G.I. clips dia 2.64 mm

and in direction perpandicular to the intermidiate channels at 450mm

Tapered edge Gypsum (12.5mm) will be screw fixed to ceiling section

with 25mm dry walls screw at 230mm centre to centre. Screw fixing is

done mechanically either with screw driver or drilling machine with

suitable attachment. Finally the tapered and square edges of the boards

are jointed and finished to a blush finish with requisite jointing

compound, paper tapes, finisher and two coats of primer suitable for

Gypsum plaster board (as per recommended practices of India Gypsum

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

58/98

(PWD S.O.R. 12.37.1 p. 94)

FIRST FLOOR

Rest 1 16.80 14.50

1 8.60 17.15

Bar 1 6.28 9.20

Rec. 1 216.60

SECOND FLOOR

Banq. 1 24.50 21.50

Rec. 1 216.60

Hall 1 17.00 10.78

Rec. 1 13.50 6.00

THIRD FLOOR

Rec. 1 231.00

FOURTH,FIFTH & SIXTH FLOOR

Rec. 3 170.00

56 Providing and fixing in position glass of 1.80 X 1.20 M., 6mm thick of

Saint Gobain/ Moonstone/Glower bell in Blue/ Green/ Gray color of

Anodized section frame of 44 X 44 mm or 63 x 38mm of Jindal/

Hindalco/ Brocka make in 12 gauge with clips of 50 x 25 mm with EPDM

gasket for grip and straightness and 20mm Tape of Birla 3m or

equivalent. Glass to be sealed by silicon sealant of Dow Growing or

NSOR

TOTAL 1 70.00 13.00

57 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of

roofs,bal conies, terraces etc consi st ing of following operations: a)

Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement

admixed with water proofing compound conforming to IS. 2645 and

approved by Engineer-in-charge over the RCC slab including adjoining wal

ls upto 300mm height including cleaning the surface beforetreatment.

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

59/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

60/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

61/98

62 Providing and fixing white vitreous china pedestal type water

closet (European type W.C. pan) with seat and lid, 10 litre low

level white P.V.C. flushing cistern with manually controlled device

(handle lever), conforming to IS : 7231, with all fittings and fixtures

complete including cutting and making good the wall s and floors

wherever requi red : 17.2.1 W.C. pan with ISI marked white solid

(PWD S.O.R. 17.2.1 p. 133)

63 Providing and fixing white vitreous china flat back half stall urinal of

size 580x380x350mm with white PVC automatic flushing cistern,

with fittings, standard size C.P. brass flush pipe, spreaderswith unions

and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I.

trap with outlet grating and other couplings in C.P. brass including

painting of fittings and cutting and making good the walls and floors

wherever requi red : 17.5.3 Range of three half stall urinals with

10 litre P.V.C. automatic f lushing ci stern

(PWD S.O.R. 17.5.3 p. 134)

64 Providing and fixing white vitreous china wash basin including making all

connections but excluding the cost of fittings : 17.25.1 Flat back wash

basin of size 630x450m(PWD S.O.R. 17.25.1 p. 137)

65 Providing and fixing 600x450 mm beveled edge mirror of superior glass

(of approved quality) complete with 6 mm thick hard board ground fixedto wooden cleats with C.P. brass screw sand washers complete .

(PWD S.O.R. 17.31 p. 138)

66 Providing and fixing PTMT towel rail complete with brackets fixed to

wooden cleats with CP brass screws with concealed fitting arrangement

of approved quality and colour. 17.69.1 450MM long towel rail with

total length of 495mm, 78mm wide and effective height of 88mm,

(PWD S.O.R. 17.69.1 p. 144)

67 Providing and fixing C.P. brass bib cock of approved quality confirming

to IS: 8931 :

(a) 15 mm nominal bore.

(PWD S.O.R. 18.49.1 p. 161)

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

62/98

(b) 20 mm nominal bore

NSOR

68 Providing and fixing C.P brass stop cock (concealed) of standard design

and of approved make confirming to IS : 8931.

(a) 15 mm nominal bore

(PWD S.O.R. 18.52.1 p. 161)

(b) 20 mm nominal bore

NSOR

69 Providing and fixing C.P brass pillar cock of standard design and of

approved make confirming to IS specifications.

(a) 15 mm nominal bore 125 mm long foam flow.

(PWD S.O.R. 18.54 p. 162)

70 Providing and fixing C.P brass base & mixer of standard design and of

a roved make confirmin to IS s ecifications.(a) 15 mm nominal bore .

(PWD S.O.R. 18.55 p. 162)

71 Providing and fixing C.P brass wall mixer of standard design and of

approved make confirming to IS specifications.

(a) 15 mm nominal bore .(PWD S.O.R. 18.56 p. 162)

72 Providing and fixing C.P brass sink mixer of standard design and of

a roved make confirmin to IS s ecifications.(a) 15 mm nominal bore .

(PWD S.O.R. 18.57 p. 162)

73 Providing and fixing Stainless Steel ISI 304 (18/8) kitchen sink as per

IS 13983 with C.I. brackets and 40 mm stainless steel plug including

painting of fittings and brackets, cutting and good the walls

wherever required : 17.10.1 Kitchen sink with drain board

(PWD S.O.R. 17.10.1 p. 136)

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

63/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

64/98

(a) 15mm dia.

(PWD S.O.R. 18.10.1 p. 153)

(b) 20mm dia.

(PWD S.O.R. 18.10.2 p. 153)

(c) 40 mm dia.

(PWD S.O.R. 18.10.5 p. 153)

78 Providing and fixing gun metal gate valve with C.I. wheel of approved

ual it (screwed end) :20 mm * (0.75)

(PWD S.O.R. 18.17.2 p. 154)

40 mm * (1.5)(PWD S.O.R. 18.17.5 p. 154)

79 Providing & Laying and jointing glazed stone ware pipes grade "A" with

stuff mixture of cement in Proportion of 1:1 including testing of joints

etc com lete.PWD SOR 19.1.2 p 170

(b) 150 mm dia

80 Providing & Laying cement concrete 1:5:10 ( 1 Cement : 5 Sand : 10

graded stone aggregate 40mm nominal size) around S.W. Pipe including

bed concrete as er standard desi n..PWD SOR 19.2.2 p 170

(b) 150 mm dia

81 Providing and fixing square mouth S.W. gully trap grade A complete with

C.I. grating brick masonry chamber and water tight C.I. cover with

frame of 300x300mm size (in side) the weight of the cover to be not

less than 4.53 Kg. as per standard design. Cement concrete 1:2:4

(PWD SOR I.No.- 19.4.1 p. 170)

(a) 100x100mm. size P type

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

65/98

82 Providing & placing on terrace ( at all floor levels) high designed HDPE

(polyethylene) water storage tank ISI:12701 marked with cover and

suitable locking arrangement and making necessary holes for inlet,

outlet and arrangement and making necessary holes for inlet, outlet and

overflow pipes but without fittings and the base support for tank.

PWD SOR 18.48 p 161

5x2000

83 Constructing brick masonry manholes in cement mortar 1:4(1 cement : 4

sand) R.C.C. top slab with 1 : 2 : 4 (1 Cement : 2 Sand : 4 Graded stone

aggregate, 20 mm nominal size) foundation concrete 1 : 4 : 8 (1 Cement :

4 Sand : 8 Graded stone aggregate, 40 mm nominal size) inside

plastering 12 mm thick with cement mortar 1 : 3 (1 Cement : 3 Sand)

finished with a floating coat of neat cement making channels in cement

concrete 1 : 2 : 4 mix (1 Cement : 2 Sand : 4 Graded stone aggregate, 20

mm nonimal size) neatly finished complete as per standard design with

modular bricks with class desi nation 40.Inside size 90x80 cm and 45 cm deep including C.I. Cover with frame

light duty, 455x610 mm internal diameter total weight of cover and

frame to be not less than 38 kg, weight of cover 23 kg and weight of

PWD SOR 19.7.1 p 171

Chamber 20 Nos

84 Constructing brick masonry manholes in cement mortar 1:4(1 cement : 4

sand) R.C.C. top slab with 1 : 2 : 4 (1 Cement : 2 Sand : 4 Graded stone

aggregate, 20 mm nominal size) foundation concrete 1 : 4 : 8 (1 Cement :

4 Sand : 8 Graded stone aggregate, 40 mm nominal size) inside

plastering 12 mm thick with cement mortar 1 : 3 (1 Cement : 3 Sand)

finished with a floating coat of neat cement making channels in cement

concrete 1 : 2 : 4 mix (1 Cement : 2 Sand : 4 Graded stone aggregate, 20

mm nonimal size) neatly finished complete as per standard design with

modular bricks with class desi nation 40.Inside size 120x80 cm and 90 cm deep including C.I. Cover with frame

medium duty, 500 mm internal diameter total weight of cover and frame

to be not less than 116 kg, weight of cover 58 kg and weight of frame

58 kg.

PWD SOR 19.7.2 p 171

Chamber 20 Nos

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

66/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

67/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

68/98

200.00

200.00 49.00/Cum 9800.00

0.80 524.80

0.65 60.94

0.65 6.05

0.40 47.32

0.30 50.132.10 5.48

2.10 5.80

2.10 53.24

2.50 49.20

2.50 11.20

2.50 1.40

0.40 159.12

0.15 265.50

0.18 318.60

0.15 4.73

0.15 2.03

0.15 2.03

1567.54 3936/Cum 6169835.47

135357.04 42.00/Kg 5684995.50

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

69/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

70/98

31.50

13.50

13.50

58.50 248.00/Sqm 14508.00

1770.00

1770.00 670.00/Sqm 1185900.00

15.75

40.50

9.00

65.25 1099/Sqm 71709.75

1770.00

1770.00 100.00/Sqm 177000.00

2.50 422.50

422.50 80.00/Sqm 33800.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

71/98

2192.50 46.00/Sqm 100855.00

1770.001770.00 132.00/Sqm 233640.00

8.50 167.28

8.50 38.08

8.50 4.76

12.00 178.56

12.00 38.40

12.00 6.72

23.00 60.03

23.00 63.48

2.40 1.54

0.40 477.36

0.40 528.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

72/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

73/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

74/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

75/98

2.10 220.50

2.60 299.00

2.60 312.00

2.60 832.00

2.60 3276.00

4939.50

2.40 17.28

2.10 80.64

2.10 254.10

2.10 183.12

0.90 65.88

601.02

4338.48 302.80/Sqm 1313691.74

77.28

73.08

150.36 2515/Sqm 378155.40

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

76/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

77/98

24.00

420.00 1099/Sqm 461580.00

97.30

52.80

74.80

30.4015.40

12.30

11.89

13.73

13.50

15.75

20.25

26.10

73.08

627.46

228.81

147.49

45.58

57.66

209.00

251.16

44.88

18.3040.20

40.80

467.10

183.60

81.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

78/98

524.88

69.00

312.80

44.88

18.30

32.90

10.20

593.15

209.88

265.50

295.47

45.00

18.30

30.6052.26

60.64

70.35

51.75

59.73

51.48

42.50

204.50

422.10

45.00

18.30

30.60

52.26

60.64

70.35

51.75

59.7351.48

42.50

204.50

422.10

45.00

18.30

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

79/98

30.60

52.26

60.64

70.35

51.75

59.73

51.48

42.50

204.50

422.10

45.00

18.30

30.60

52.2660.64

70.35

51.75

8933.81 868/Sqm 7754546.21

915.00

915.00 958/Sqm 876570.00

1700.00

25.50

156.18

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

80/98

210.65

52.80

331.55

186.49

2663.16 670.00/Sqm 1784317.20

5100.00

4800.00

72.00

9972.00 100.00/Sqm 997200.00

2.50 170.00

2.50 67.50

2.50 33.50

2.50 30.00

2.50 68.50

2.50 57.00

2.50 122.90

2.50 174.50

2.50 44.00

2.50 44.00

2.50 42.50

2.50 35.90

2.50 22.502.50 20.00

2.50 38.00

2.50 17.50

2.50 22.00

2.50 22.50

2.50 22.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

81/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

82/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

83/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

84/98

3.00 124.20

3.00 15.00

3.00 93.60

3.00 40.20

3.00 108.60

3.00 40.20

3.00 126.00

3.00 40.20

3.00 405.00

3.00 306.00

3.00 108.60

3.00 39.60

3.00 93.60

3.00 39.603.00 102.00

3.00 7.50

3.00 402.00

3.00 756.00

3.00 45.00

3.00 36.00

3.00 171.90

3.00 36.00

3.00 18.30

3.00 36.00

3.00 31.20

3.00 124.20

3.00 15.00

3.00 93.60

3.00 40.20

3.00 108.60

3.00 40.20

3.00 126.00

3.00 40.203.00 405.00

3.00 306.00

2.40 57.60

2.40 57.60

16748.66

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

85/98

2.40 17.28

2.10 80.64

2.10 228.69

2.10 183.12

1.20 322.56

0.90 65.88

898.17

15850.49 80.00/Sqm 1268039.20

8.50 1436.50

14.00 2730.00

2.40 115.20

4281.70 93.00/Sqm 398198.10

25822.49 93.00/Sqm 2401491.57

25822.49 46.00/Sqm 1187834.54

4281.70 59.00/Sqm 252620.30

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

86/98

0.08 0.12

0.08 0.06

0.08 1.08

0.08 0.31

0.08 4.07

0.08 0.97

0.08 3.66

0.08 0.70

10.95 59629/Cum 652866.00

2.40 41.47

2.10 193.54

2.10 609.84

2.10 439.49

1284.34 56.00/Sqm 71922.82

2.40 17.28

2.10 80.64

2.10 254.10

2.10 183.12

535.14 1593/Sqm 852478.02

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

87/98

4000.00 236.00/Kg 944000.00

1.20 322.56

0.90 65.88

388.44 450.00/Sqm 174798.00

210.00 432.00/Each 90720.00

2800.00 67.00/Each 187600.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

88/98

300.00 135.00/Each 40500.00

300.00 64.00/Each 19200.00

500.00 59.00/Each 29500.00

530.00 49.00/Each 25970.00

270.00 38.00/Each 10260.00

170.00 710.00/Each 120700.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

89/98

5000.00 44.70/Kg 223500.00

4000.00 68.00/Kg 272000.00

204.00

204.00 332.00/Sqm. 67728.00

204.00

204.00 361.00/Sqm. 73644.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

90/98

243.60

147.49

57.78

216.60

526.75

216.60

183.26

81.00

231.00

510.002414.08 592.00/Sqm 1429132.99

910.00910.00 2500/Sqm. 2275000.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

91/98

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

92/98

25.00 241/Each 6025.00

25.00 422/Each 10550.00

50.00 159/Each 7950.00

50.00 213/Each 10650.00

50.00 268/Each 13400.00

50.00 399/Each 19950.00

400.00 45/Metre 18000.00

400.00 51/Metre 20400.00

5.00 2468/Each 12340.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

93/98

120.00 2310/Each 277200.00

10.00 8234/Each 82340.00

125.00 782/Each 97750.00

130.00 717/Each 93210.00

130.00 312/Each 40560.00

125.00 313/Each 39125.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

94/98

125.00 350/Each 43750.00

125.00 313/Each 39125.00

125.00 350/Each 43750.00

125.00 501/Each 62625.00

125.00 1637/Each 204625.00

20.00 1893/Each 37860.00

10.00 1637/Each 16370.00

10.00 4885/Each 48850.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

95/98

125.00 529/Each 66125.00

350.00 98/Metre 34300.00

500.00 116/Metre 58000.00

100.00 275/Metre 27500.00

350.00 155/Metre 54250.00

500.00 176/Metre 88000.00

100.00 277/Metre 27700.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

96/98

50.00 106/Metre 5300.00

40.00 134/Metre 5360.00

50.00 264/Metre 13200.00

10.00 245/Each 2450.00

5.00 399/Each 1995.00

200.00 152.00/Rm 30400.00

200.00 405.00/Rm 81000.00

25.00 935/Each 23375.00

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

97/98

100000.00 5.00/Ltr 500000.00

20.00 5384/Each 107680.00

20.00 11882/Each 237640.00

85823849.93TOTAL (A)

7/30/2019 4 COR 92 LACS B1 16 JAN 2011

98/98

12873577.49

TOTAL (B) 98697427.43

8882768.47

TOTAL (C) 107580195.89

3765306.86

111345502.75

111346000

GRAND TOTAL

SAY

4 COR 92 LACS B1 16 JAN 2011

Documents

Transcript of 4 COR 92 LACS B1 16 JAN 2011