Bribery Commission BOQ (Autosaved)

7/29/2019 Bribery Commission BOQ (Autosaved)

1/65

Description

C Concrete work

C1 Pile Caps

6 1.00 1.00 1.00 6.0010 1.20 1.20 1.20 17.28

1000mm1250mm 6 1.00 1.25 1.50 11.25

2 1.20 1.55 1.50 5.58

40.11

-

C2 Tie Beams 102.70 0.30 1.10 33.89

33.89

C3 Ground Floor Concreting 21.00 9.50 199.50

14.40 9.80 141.12

26.36

366.98

Gr 30 Column Concreting

C4 Bottom to Ground floor level 20 0.43 0.43 0.30 1.11

1.11

C5 Ground Floor to first Floor 20 0.40 0.40 3.30 10.56

10.56

C6 First Floor to Second Floor 20 0.40 0.40 3.30 10.56-

C7 Second Floor to third Floor 20 0.40 0.40 3.30 10.56

C8 Third Floor to Fourth Floor 20 0 40 0 40 3 30 10.56

1000mm1000mm m1200mm1200mm m

m

1200mm1550mm m

m

m

m

m

m

m

m

m

m

Item

Unit

No Lenth

Widt

h

Heigh

t

Total


2/65

1 3.70 0.30 0.60 0.67

1 3.50 0.30 0.60 0.63

4 6.02 0.30 0.60 4.33

3 9.50 0.30 0.60 5.13

1 2.50 0.30 0.60 0.45

1 4.80 0.23 0.43 0.46

2 1.50 0.23 0.35 0.2429.69

C11 Second Floor-Slab Same as First Floor Slab 46.10

C12 Second Floor-Beam Same as First Floor Slab 29.69

C13 Third Floor-Slab Same as First Floor Slab 46.10

C14 Third Floor-Beam Same as First Floor Slab 29.69

C15 Fouth Floor-Slab Same as First Floor Slab 46.10

C16 Fouth Floor-Beam Same as First Floor Slab 29.69

C15 Machine Floor-Slab 9.3 3.9 0.15 5.44

9.3 4 0.15 5.586 5.2 0.15 4.68

15.70

C16

C10 Machine Floor- Beam 1 9.30 0.30 0.60 1.67

1 1.60 0.23 0.45 0.16

1 5.20 0.23 0.60 0.70

1 4.10 0.30 0.60 0.74

1 9.30 0.30 0.60 1.67

1 9.30 0.30 0.60 1.67

2 1.98 0.23 0.35 0.31

2 13.90 0.30 0.60 5.00

1 3 90 0 30 0 60 0 70


3/65

C18 Ground Floor - First Floor

1.88

C19 First Floor to Second Floor same as Gr-Fir 1.88

C20 Second Floor to third Floor same as Gr-Fir 1.88

C21 Third Floor to Fourth Floor same as Gr-Fir 1.88

C22 Fourth Floor to Machine Room same as Gr-Fir 1.88

Form works

C23 Sides of Pile Caps 10 1.20 1.20 14.40

6 1.00 1.00 6.00

6 1.00 1.25 7.50

2 1.20 1.55 3.72

31.62

C24 Sides of Tie Beams 6 3.20 1.00 19.20

4 2.20 1.00 8.80

5 2.70 1.00 13.50

3 2.00 1.00 6.00

1 1.30 1.00 1.30

2 0.70 1.00 1.401 2.80 1.00 2.80

6 3.20 1.00 19.20

5 1.90 1.00 9.50

1 2.80 1.00 2.80


4/65

58.74

Formwork of Slab and Beam

First Floor

C31 First Floor-Slab 20.80 9.20 191.36

13.90 9.30 129.27320.63

-3.90 2.70 (10.53)

Less open spaces -1.50 0.75 (1.13)

-1.79 0.90 (1.61)

257.28

C32 Sides of Beam and Slab 6 20.80 0.60 74.88

2 10.50 0.60 12.60

2 3.40 0.60 4.08

6 6.50 0.60 23.40

2 3.00 0.60 3.60

2 3.70 0.60 4.44

2 3.50 0.60 4.20

8 6.02 0.60 28.90

6 9.50 0.60 34.202 2.50 0.60 3.00

2 4.80 0.43 4.08

4 1.50 0.35 2.10

199.48

C33 Soffit of Beams

3 20.80 0.30 18.72

1 10.50 0.30 3.151 3.40 0.30 1.02

3 6.50 0.30 5.85

1 3.00 0.30 0.90

1 3 70 0 30 1 11

m

m

m

m

m

mm

m

m

m

m

m

mm

m

m

m

mm

m

mm


5/65

C41 Slab same as First floor 255.00

C42 Sides of Beam and Slab same as First floor 202.90

Machine Room Level

C43 Soffit of Beams 115.38 0.30 16.18

C44 Slab 86.57

C45 Sides of Beam and Slab 63.78

Roof Floor Level

C43 Soffit of Beams 14.58

C44 Slab 71.00

C45 Sides of Beam and Slab 47.13

Side Formwork to Lift Well

C46 Basement- Ground Floor 2 1.76 1.53 5.35

2 1.40 1.53 4.25

2 2.21 1.53 6.73

2 1.85 1.53 5.63

21.96

Soffit of sloping Stairflight

Main Stair case

m

m

m

m

m

m

m

m


6/65

1 1.52 1.35 2.05

4.16

C53 First Floor to Second Floor 1 1.74 1.35 2.35

1 1.52 1.35 2.05

4.40

C54 Second Floor to third Floor same as Fir-Sec 4.40

C55 Third Floor to Fourth Floor same as Fir-Sec 4.40

C56 Fourth Floor to Roof same as Fir-Sec 4.40

Soffits of Landings

Main Stair case

C57 Ground Floor - First Floor 2.00 2.00 1.39 5.56

C58 First Floor to Second Floor same as ground-first 5.56

C59 Second Floor to third Floor same as ground-first 5.56

C60 Third Floor to Fourth Floor same as ground-first 5.56

C61 F th Fl t M hi Fl d fi t 5 56

m

m

m

m

m

m

m

m

m

m


7/65

1.75




C71 Fourth Floor to Machine Room same as ground-first 1.75

Fire Stair case

C72 Ground Floor - First Floor 2.00 1.80 0.25 0.90

2.00 1.80 0.25 0.90

1.80




C76 Fourth Floor to Roof same as ground-first 1.80

Sides of risers

Main Stair case

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2


8/65

C83 First Floor to Second Floor same as Ground-First 4.46

C84 Second Floor to third Floor same as Ground-First 4.46

C85 Third Floor to Fourth Floor same as Ground-First 4.46

C86 Fourth Floor to Roof same as Ground-First 4.46

Sides of Staircase landing Beams

Main Stair case

C87 Landing Beams 1(LB1) 5 1.56 0.30 2.34

5 1.56 0.18 1.36

3.70

C88 Landing Beams2 (LB2) 4 1.30 0.30 1.56

4 1.30 0.18 0.912.47

C89 Landing Beams3 (LB3) Same as LB 2 2.47

C90 Landing Beams4 (LB4) 5 1.39 0.30 2.09

5 1.39 0.18 1.22

3.31Fire Stair case

C91 Landing Beam (LB) 5 2.39 0.30 3.58

5 2.39 0.25 2.98

m

m

m

m

m

m

m

m

m

m

m

m

m


9/65

D - Masonry work

D1 Random Rubble Masonry

Ground Floor 88.10 0.60 1.00 52.86

-

52.86

Brick Layor/ Block work

D2 Ground Floor

220 mm thk. 121.10 3.30 399.63

Less Doors and windows

4 2.40 1.50 (14.40)

2 0.90 2.40 (4.32)2 0.90 2.10 (3.78)

4 0.75 2.10 (6.30)

1 1.00 2.10 (2.10)

4 1.20 1.50 (7.20)

1 1.00 3.30 (3.30)

1 1.20 3.00 (3.60)

2 1.00 3.00 (6.00)

1 1.00 3.00 (3.00)

5 0.90 1.20 (5.40)

340.23

D3 110mm thk.Block 14.70 3.30 48.51

Less Doors

4 0.90 2.10 (7.56)

40.95

D4 First Floor

220mm thk wall 112.80 3.30 372.24

m3


10/65


-

5 2.40 1.50 (18.00)

8 0.90 2.40 (17.28)

2 0.90 2.10 (3.78)

4 0.75 2.10 (6.30)

0 1.00 2.10 -

16 1.20 1.50 (28.80)

1 1.00 3.30 (3.30)

1 1.20 3.00 (3.60)

1 1.20 3.00 (3.60)

2 1.00 3.00 (6.00)

0 1.00 3.00 -

4 0.90 1.20 (4.32)-

277.26

D7 110mm thk wall 14.90 3.30 49.17

4 0.90 2.10 (7.56)

41.61

D8 Third Floor

220mm thk wall 112.80 3.30 372.24


-

5 2.40 1.50 (18.00)

8 0.90 2.40 (17.28)

2 0.90 2.10 (3.78)

4 0.75 2.10 (6.30)

0 1.00 2.10 -

16 1.20 1.50 (28.80)

1 1 00 3 30 (3 30)


11/65

1 1.00 3.30 (3.30)

1 1.20 3.00 (3.60)

1 1.20 3.00 (3.60)

2 1.00 3.00 (6.00)

0 1.00 3.00 -

4 0.90 1.20 (4.32)

-

337.89

D11 110mm thk wall 14.90 3.30 49.17

4 0.90 2.10 (7.56)

41.61

D12 Roof Floor

220mm thk wall 48.00 1.95 93.60


-

1 1.20 3.00 (3.60)

-

90.00

E Wall ,Floor and Ceiling

Plaster

E1 Ground floor 86.50 3.30 285.45Less Doors and windows

-

5 2.40 1.50 (18.00)

15mm thick, cement lime sand1:1:5 plaster. External walls.

m2


12/65

2 1.00 3.00 (6.00)

0 1.00 3.00 -

4 0.90 1.20 (4.32)

-

140.97

E3 Second floor Same as First Floor 140.97220thk wall -

E4 Third floor Same as First Floor 140.97

220thk wall

E5 Fourth floor Same as First Floor 140.97

220thk wall

E6 Machine Room floor 39.90 3.30 131.67

220thk wall


1 1.20 3.00 (3.60)

128.07

E7 Ground floor 154 20 3 30 508 86

m2

15mm thick, cement lime sand1:1:5 plaster finished smooth limeputty on walls & on internal

2


13/65

2 0.90 2.10 (3.78)

4 0.75 2.10 (6.30)

0 1.00 2.10 -

16 1.20 1.50 (28.80)

1 1.00 3.30 (3.30)

1 1.20 3.00 (3.60)

1 1.20 3.00 (3.60)

2 1.00 3.00 (6.00)

0 1.00 3.00 -

4 0.90 1.20 (4.32)

-

382.53

E9 Second floor Same as First Floor 382.53220thk wall -

E10 Third floor Same as First Floor 382.53

220thk wall

E11 Fourth floor 159.6 3.30 526.68

220thk wall


-

9 2.40 1.50 (32.40)

0 0.90 2.40 -

2 0.90 2.10 (3.78)4 0.75 2.10 (6.30)

0 1.00 2.10 -

16 1.20 1.50 (28.80)

1 1 00 3 30 (3 30)


14/65

E13 Ground floor

Doors m 4.00 6.30 25.20

2.00 5.70 11.40

2.00 5.10 10.20

4.00 4.95 19.80

1.00 5.20 5.20

-

71.80

Windows

m 4.00 5.40 21.60

1.00 8.60 8.60

1.00 8.40 8.40

2.00 8.00 16.00

1.00 8.00 8.00

5.00 4.00 20.00

82.60

E14 First floor

Doors m 5.00 6.30 31.50

8.00 5.70 45.60

2.00 5.10 10.20

4.00 4.95 19.80107.10

Windows

m 16.00 5.40 86.40

15mm thick, cement lime sand1:1:5 plaster finished smooth lime

putty on on internal reveals.(F1)


15/65

Third floor

Doors m 5.00 6.30 31.50

8.00 5.70 45.60

2.00 5.10 10.20

4.00 4.95 19.80

107.10

Windows m 16.00 5.40 86.40

1.00 8.60 8.60

1.00 8.40 8.40

1.00 8.40 8.40

2.00 8.00 16.00

4.00 4.00 16.00

143.80

E16 Forth floor

Doors m 5.00 6.30 31.50

8.00 5.70 45.60

2.00 5.10 10.20

4.00 4.9519.80

107.10

Windows m 16.00 5.40 86.40

1.00 8.60 8.60

1.00 8.40 8.40

1.00 8.40 8.40

2.00 8.00 16.004.00 4.00 16.00

143.80

E17 Machine Floor

82 60


16/65

82.60

E19 First floor

Doors m 5.00 6.30 31.50

8.00 5.70 45.60

2.00 5.10 10.204.00 4.95 19.80

107.10

Windows

m 16.00 5.40 86.40

1.00 8.60 8.60

1.00 8.40 8.40

1.00 8.40 8.402.00 8.00 16.00

4.00 4.00 16.00

143.80

E20 Second floor

Doors m 5.00 6.30 31.50

8.00 5.70 45.60

2.00 5.10 10.20

4.00 4.95 19.80

107.10Windows m 16.00 5.40 86.40

1.00 8.60 8.60

1.00 8.40 8.40

1 00 8 40 8 40

8 00 5 70 45 60


17/65

8.00 5.70 45.60

2.00 5.10 10.20

4.00 4.95 19.80

107.10

Windows m 16.00 5.40 86.40

1.00 8.60 8.60

1.00 8.40 8.40

1.00 8.40 8.40

2.00 8.00 16.00

4.00 4.00 16.00

143.80

E23 Machine Floor

Windows m 1.00 8.40 8.40

E24 First floor Same as bottom formwork 550.30

E25 Second floor Same as bottom formwork 550.30

E26 Third floor Same as bottom formwork 550.30

E27 Fourth floor Same as bottom formwork 550.30

E28 Machine Floor Same as bottom formwork 232.29

E29 Ground to First Floor Same as side formwork 17.54

E30 First floor to Second floor Same as side formwork 18.07

E31 Second floor to Third floor Same as side formwork 18.07

15mm thick, cement lime sand1:1:5 plaster finished smooth withneat lime putty to soffit of slabs,

beams and projection ofm2

m2

m2

m2

m2

15mm thick, cement lime sand1:1:5 plaster finished smooth withlime putty to sloping soffit of

staircase &Soffit of Landingm2

m2

m2


18/65

F Floor and Wall finishing

Floor Finishes

F4 Tile (Floor)

F1 Ground Floor 271.10

F2 First Floor 266.04

F3 Second Floor 266.04

F4 Third Floor 266.04

F5 Fourth Floor 246.62

F7 Tile (Floor)

F6 Ground Floor 15.48

F7 First Floor 15.48

F8 Second Floor 15.48

F9 Third Floor 15.48

F10 Fourth Floor 15.48

F4 Tile-Main Staircase

F11 G d fl Fi t fl 20 1 65 0 17 5 43

F19 Third Floor - Fourth Floor same as ground -First 16 61


19/65

F19 Third Floor - Fourth Floor same as ground -First 16.61

F20 Fourth Floor -Machine floor same as ground -First 16.61

Wall Finishes

W16-Wall Tile

F21 Ground Floor

15.90 1.50 23.85

15.90 1.50 23.85

-

47.70

F22 First Floor Same as ground Floor 47.70

F23 Second Floor Same as ground Floor 47.70

F24 Third Floor Same as ground Floor 47.70

F25 Fourth Floor Same as ground Floor 47.70

W1 Smooth Plaster paint

F26 Ground Floor

15.90 1.50 23.85

15.90 1.50 23.85

-

47.70

F27 First Floor Same as ground Floor 47.70

F28 Second Floor Same as ground Floor 47.70

F29 Third Floor Same as ground Floor 47.70

F38 First Floor Same as External Plasstering 169.20m2


20/65

F38 First Floor Same as External Plasstering 169.20

F39 second floor Same as External Plasstering 169.20

F40 Third Floor Same as External Plasstering 169.20

F41 Fourth Floor Same as External Plasstering 169.20

F42 Machine Floor Same as External Plasstering 129.02

F43 Ground Floor Same as Internal Plasstering 431.25

F44 First Floor Same as Internal Plasstering 410.76

F45 second floor Same as Internal Plasstering 410.76F46 Third Floor Same as Internal Plasstering 410.76

F47 Fourth Floor Same as Internal Plasstering 410.76

F48 Machine Floor Same as Internal Plasstering 51.14

G Ceiling (Machine Floor)

323.35

H Asbestos Roofing 2.00 23.20 3.87 179.34

m

m2

m2

m2

m2

Prepare and apply one primer coat

and two coats of Emulsion paintof approved color and quality tointernal smooth plastered faces ofwalls, columns & internalreveals

m2

m2

m2

m2

m2

m2

m2

CENTRAL ENGINEERING CONSULTANCY BUREAU


21/65


BILL NO. 01

Item DescriptionUnit

QtyRate Amount

Rs. Cts. Rs. Cts.

A - Preliminaries

A1

Item sum - 1,450,000.00

A2

Item sum - 750,000.00

A3

Item sum - 900,000.00

A4

Item sum - 1,400,000.00

A5

Item sum 500,000.00

A6

Item sum 300,000.00

A7

Item sum 250,000.00

A8

Item sum 25,000.00

A9

CONSTRUCTION OF PROPOSED OFFICE BUILDING FOR COMMISSION TO INVESTIGATE ALLEGATIONSOF BRIBERY OR CORRUPTION

Allow Lump Sum for Insurance of property, materials, injuryto workmen and works at site

Allow Lump Sum for Indemnity Insurance, which Contractorshall indemnify the Employer against and from all claims,damages, losses and expenses

Allow Lump Sum to construct, equip and maintain

temporary buildings for protection and storage of materialsand plants and work shops

Allow Lump Sum to construct, furnish and maintaintemporary sheds for Contractor's/Engineer's staffaccommodation and office

Allow Lump Sum for providing sanitary facilities for workmen

Allow Lump Sum for office accommodation and separatesanitary accommodation facilities for the use of theContractor/Engineer.

Allow Lump Sum for provision of Progress Charts,Schedules, Computer 3D Models etc.

Allow Lump Sum for Stamp Duty in accordance with theprevailing regulations of the Government.

Allow Lump Sum for Construction Management Services(details of services to be provided by the contractor should be



22/65


BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


A15

Item sum 2,000,000.00

A16

Item sum 300,000.00

A17 Allow Lump Sum for Name Board Item sum 300,000.00

A18

Item sum 500,000.00

A19

Item sum 400,000.00

A20

Item sum 500,000.00

A21

Item sum 5,000,000.00

A22

Item sum 1,500,000.00

A T t l f P li i i i d t S 24 675 000 00

Allow Lump Sum for Protecting and Safe Guarding theworks, materials and plants against damage, trespass or theft

Allow Lump Sum for supplying specimens and samples ofmaterials and carrying out tests etc.

Allow Lump Sum for removal of all rubbish & debris andcleaning up site on completion, levelling all in good orderand handing over

Allow Lump Sum for safty nets, helmets and other necessarysafety items to ensure safety and health of workmen

Allow Lump Sum for As Built Drawings of Plumbing,Drainage, Electrical, Fire, Security, Telephones and othersspecified by Engineer. As Built Drawing consist of 1 copy oftransparency, 2 copies of blue prints and a soft copy oncompact disc.

Allow Lump Sum for works such as supports andscaffoldings during the Construction Period .

Allow Lump Sum for transport for Contractors staffs andofficers.



23/65


BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


B2 750 mm Dia m 120.00 6,100.00 732,000.00

10 m to 20 m depth

B3 600 mm Dia m 160.00 8,000.00 1,280,000.00

B4 750 mm Dia m 120.00 10,000.00 1,200,000.00

Beyond 20 m depth

B5 600 mm Dia m 32.00 10,000.00 320,000.00

B6 750 mm Dia m 24.00 12,000.00 288,000.00

Rock socketing

B7 600 mm dia. Piles m 20.00 37,500.00 750,000.00

B8 750 mm dia. Piles m 15.00 43,000.00 645,000.00

B9265.00 70.00 18,550.00

B10

367.00 125.00 45,875.00

Disposal

B11

Item Sum 500,000.00

Minimum socketing length should not be less than 1.2 m asgiven in the Soil Investigation report.

Removal of all rubbish and debris and cleaning up site beforecommencing the excavation. m

2

Excavating to reduce level average depth not more than300mm

m2

Allow Lump Sum for keeping excavation free from rain anpercolating water by pumping or otherwise until excavatedareas are concreted as specified. Rate to include forSubmersible Pumps for Dewatering.



24/65


BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


B - Total for Excavation & Earth works carried to Summary 7,433,585.00

C - Concrete Work

Unless otherwise stated all concrete work shall be :- Note

(a) Grade as specified

Pile concreting

(b) All structural concrete shall be made dense with avibrator as directed.

(c) All concrete shall be so cast as to receive only that

finishing on its exposed surface as required.

Unless otherwise specified in the respective items, allformwork and reinforcement measured separately.

Rates shall include for plant for mixing, handling, hoisting,depositing, compacting, curing and making good afterremoval of formwork etc.

All major structural concrete works (Slabs, beams, columns,etc) shall be 'Ready Mix' concrete of relevant grade and otherminor concrete works (lintels, worktops, floor concretes etc)shall be machine mixing concrete of relevant mix ratios.

In all slab casting works, six Nos. of test cubes should be castunder the direction and supervision of the Engineer for7days and 28 days characteristic strength tests. Testing shallbe carried out at the cost of the Tenderer from a recognized

testing.

Concreting of piling shall be continued until all contaminatedconcrete flown out from the pile shaft. After the hacking of



25/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


C5 600 mm dia. m 16.00 12,000.00 192,000.00

C6 750 mm dia. m 15.00 13,000.00 195,000.00

Grade 15 Screed concrete

C7 50mm thick for botom of pile caps and plinth beams 35.00 1,005.00 35,175.00

C8 50mm thick for botom of Tie beams 32.00 1,005.00 32,160.00

C9 100mm thick for Ground floor 367.00 1,005.00 368,835.00

Columns (Gr 25 Conc)

C10 Bottom Level to Ground Floor Level 2.00 22,410.00 44,820.00

C11 Ground Floor to First Floor Level 11.00 23,080.00 253,880.00

C12 First Floor to Second Floor 11.00 23,775.00 261,525.00

C13 Second Floor to third Floor 11.00 24,485.00 269,335.00

C14 Third Floor to Fourth Floor 11.00 25,220.00 277,420.00

C15 Fourth Floor to Machine Floor 15.00 25,980.00 389,700.00

C16 Machine Floor to Roof Level 4.00 26,755.00 103,920.00

Grade 25 Reinforced Concrete Slab and Beam

Slab

C17 First Floor 47.00 17,045.00 801,115.00

C18 Second Floor 47.00 17,555.00 825,085.00

C19 Third Floor 47.00 18,080.00 849,760.00C20 Fourth Floor 47.00 18,625.00 875,375.00

C21 Machine Floor 16.00 19,185.00 306,960.00

C22 Roof Floor 16.00 19,760.00 316,160.00

m2

m2

m2

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3



26/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


Formwork is measured in the same order as concrete items.

C126 Sides of pile caps and Plinth Beams 32.00 1,300.00 41,600.00

C127 Sides of Tie Beams 66.00 1,300.00 85,800.00

Sides of Columns

C35 Bottom Level to Ground Floor 11.00 1,300.00 14,300.00

C36 Ground Floorto First Floor 114.00 1,300.00 148,200.00


C38 Second Floor to third Floor 106.00 1,375.00 145,750.00C39 Third Floor to Fourth Floor 106.00 1,290.00 136,740.00

C40 Fourth Floor to Machine Floor 148.00 1,420.00 210,160.00

C41 Machine Floor to Roof Floor 59.00 1,500.00 88,500.00

Formwork to Slab and Beam

First Floor

C42 Soffit of Beam and Slab 308.00 1,010.00 311,080.00C43 Sides of Beam and Slab 200.00 1,010.00 202,000.00

Second Floor

C44 Soffit of Beam and Slab 308.00 1,035.00 318,780.00

Formwork is measured as the net contact surfacemeasurement between concrete & formwork

Film coated Plywood or other equivalent quality approvedtype of shuttering to produced to have fair faced concretefinish. Mould oil should be applied to formwork surfacesbefore using.

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2



27/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.



C59 Fourth Floor to Roof 35.00 1,325.00 46,375.00

Edge of Landings

C60 Ground Floor - First Floor m 14.00 155.00 2,170.00

C61 First Floor to Second Floor m 14.00 160.00 2,240.00

C62 Second Floor to third Floor m 14.00 165.00 2,310.00

C63 Third Floor to Fourth Floor m 14.00 170.00 2,380.00

C64 Fourth Floor to Roof m 14.00 175.00 2,450.00

Sides of stair flights

C65 Bottom Level- Ground Floor 2.00 1,230.00 2,460.00

C66 Ground Floor - First Floor 4.00 1,230.00 4,920.00



C69Third Floor to Fourth Floor 4.00 1,230.00 4,920.00


Sides of risers

C71 Ground Floor - First Floor 10.00 1,090.00 10,900.00





Reinforcement

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

Rate shall include for cutting, bending, fabricating, placing inposition holding and s pporting incl ding temporar fi ing



28/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


C81 Bottom to Ground Floor Kg 190.00 190.00 36,100.00

C82 Ground Floor to First Floor Kg 2,100.00 190.00 399,000.00

C83 First Floor to Second Floor Kg 2,100.00 190.00 399,000.00

C84 Second Floor to Third Floor Kg 2,100.00 190.00 399,000.00

C85 Third Floor to Fourth Floor Kg 2,100.00 190.00 399,000.00

C86 Fourth Floor to Machine Floor Kg 2,000.00 190.00 380,000.00

C87 Machine Floor to Roof Kg 1,300.00 190.00 247,000.00

Slab and Beam

C88 First Floor Kg 6,150.00 190.00 1,168,500.00

C89 Second Floor Kg 6,150.00 190.00 1,168,500.00

C90 Third Floor Kg 6,150.00 190.00 1,168,500.00

C91 Fourth Floor Kg 6,450.00 190.00 1,225,500.00

C92 Machine Floor Kg 2,850.00 190.00 541,500.00

C93 Roof Floor Kg 2,450.00 190.00 465,500.00

Lift

C94 Base Kg 11.00 190.00 2,090.00

Staircase

C95 Ground Floor to First Floor Kg 300.00 190.00 57,000.00

C96 First Floor to Second Floor Kg 300.00 190.00 57,000.00

C97 Second Floor to Third Floor Kg 300.00 190.00 57,000.00C98 Third Floor to Fourth Floor Kg 300.00 190.00 57,000.00

C99 Fourth Floor to Roof Kg 300.00 190.00 57,000.00

Mild Steel Reinforcement



29/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


C116 First Floor to Second Floor Kg 15.00 190.00 2,850.00

C117 Second Floor to Third Floor Kg 15.00 190.00 2,850.00C118 Third Floor to Fourth Floor Kg 15.00 190.00 2,850.00

C119 Fourth Floor to Roof Kg 15.00 190.00 2,850.00

Rate to include for formwork & Reinforcement.

C120 Ground Floor m 30.70 890.00 27,323.00

C121 First floor m 27.00 890.00 24,030.00

C122 Second Floor m 31.00 890.00 27,590.00

C123 Third Floor m 31.00 890.00 27,590.00

C124 Fourth Floor m 32.20 890.00 28,658.00

C125 Roof Floor m 1.20 890.00 1,068.00

Concretor carried to summary 32,180,599.00

D - Masonry work

Rate shall include to,

1. Extra material for curved work.2. All rough and fair cutting.

3. Forming rough and fair groves, throats, mortises,

chases, rebates and holes, stops and miters.

4. Raking out joints to form key labours in eaves in

filling.

5. Labours in returns ends and angles.

6. Centering.

7. Supplying & Fixing

D1 Ground Floor 89 00 7 570 00 673 730 00

225 x 150 mm Lintels in 1:2:4 (20mm) Cement Concrete.

Random Rubble Masonry in 1.5 Cement sand mortar inFoundation

m3



30/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


D13

1,000,000.00

D - Total for Masonry Work carried to summary 5,999,910.00

E - Water Proofing

Rate shall include for, Note1. Cutting to line, notching, bending, and extra material

for, lapping.

2. Working into recessed duct covers, shaped inserts,

outlet pipes and the like.

3. Work to falls and cross falls

4. Internal and External angles

5. Angle fillets

6. Arises

7. Edges8. Intersections on work to cross falls

9. Supplying & laying.

E1

32.00 690.00 22,080.00

E2 Bottom of pile caps and plinth beams 35.00 80.00 2,800.00E3 Bottom of Tie beams 32.00 80.00 2,560.00

20mm thick 1:3 cement sand plinth plaster

E4

Provide Provisional Sum for any Special ArchitecturalWorks at the time of Construction

Prov.Sum

20mm thick 1:2 cement: sand DPC and finished with twocoats of hot tar bonded with coarse sand. m2

Gauge 1000 polythene membrane laid on compacted earthfilling. ( No allowance for laps )

m2

m2

2



31/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


Note

Note

Glazing shall be 5mm thick clear float glasses

It shall be contractor's responsibility to check the sizes of allopenings on site , prior to fabrication.

The contractor should submit shop drawings for the approvalof the Engineer prior to fabrication.

The contractor should refer to all relevant specification anddrawings prior to pricing and it should be his responsibilityto complete the said works to the entire satisfaction of theEngineer at no additional cost.

The work shall include supply, fabricate and installation ofdoors , windows and partitions out of Aluminium sectionshaving a minimum polyester coating thickness of 15-20microns and of Bronze anodized, as per the respectivedrawings and specifications

Concealed screws, nuts, bolts, rivets and other fasteningdevices shall be of aluminium, non magnetic, stainless steelor other approved corrosive resistant materials. If visible,

they shall blend with the finish of the framing aluminiumsections.

Hardware items such as handles, catches, fixtures etc. shallbe stainless steel.

The fabrication and installation of all aluminium work must

be carried out by specialist tradesman.

All dimensions shown on the drawings shall be verified byactual site measurement before fabrication and installation.Any cutting to enlarge the size of opening and any cement


CO S C O O O OS O C G O CO SS O O S GA A GA O S


32/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


Doors & Windows

Ground Floor

F1 Door type D1, 1500 x 2400 mm Aluminium glazed Door. nrs 4.00 41,150.00 164,600.00


F3 Door type D3, 900mm x 2100 mm Fibre Glassed door nrs 2.00 21,605.00 43,210.00


F5 Door type D5, 1000mm x 2100 mm Disable toilet door nrs 1.00 24,005.00 24,005.00

F6

nrs 4.00 13,715.00 54,860.00

F7

nrs 1.00 45,265.00 45,265.00

F8nrs 1.00 27,430.00 27,430.00

F9 nrs 2.00 41,150.00 82,300.00

F10nrs 1.00 22,860.00 22,860.00

g) Details all complete as per detail drawings and as directed

by the Engineerh) All doors & Windows shall have fixed glass on top unlessspecified

Window type W, 1200 x 1500mm Openable AluminiumGlazed Window.

Window type W1, 1800 x 3300mm Aluminium GlazedWindow .





CONSTRUCTION OF PROPOSED OFFICE BUILDING FOR COMMISSION TO INVESTIGATE ALLEGATIONS


33/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


F21 Fan Light type FL, 600 x 1200mm Aluminium Fan Light nrs 4.00 5,485.00 21,940.00

Second Floor





F26

nrs 16.00 1 3,715.00 219,440.00

F27

nrs 1.00 45,265.00 45,265.00

F28nrs 1.00 27,430.00 27,430.00

F29nrs 1.00 27,430.00 27,430.00

F30nrs 2.00 41,150.00 82,300.00

F31 Fan Light type FL, 600 x 1200mm Aluminium Fan Light nrs 4.00 5,490.00 21,960.00

Third Floor

F32 Door type D1 1500 x 2400 mm Aluminium glazed Door nrs 5 00 41 150 00 205 750 00









34/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.




F45

nrs 16.00 1 3,715.00 219,440.00

F46

nrs 1.00 45,265.00 45,265.00

F47

nrs 1.00 27,430.00 27,430.00

F48nrs 1.00 27,430.00 27,430.00

F49

nrs 2.00 41,150.00 82,300.00

F50 Fan Light type FL, 600 x 1200mm nrs 4.00 5,490.00 21,960.00

Roof Floor

F51

nrs 1.00 27,430.00 27,430.00

Aluminium Fabricator carried to Summary 4,425,045.00

G - Wall, Floor & Ceiling Finishes

Plasterer





Window type W4, 1800 x 3000mm Aluminium Glazed

Window .


Rates to be included for all temporary rules, screeds, grounds




35/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


G13 Ground floor m 155.00 145.00 22,475.00

G14 First floor m 251.00 150.00 37,650.00

G15 Second floor m 251.00 155.00 38,905.00

G16 Third floor m 251.00 160.00 40,160.00

G17 Fourth floor m 251.00 165.00 41,415.00

G18 Machine Floorm 9.00 170.00 1,530.00

G19 Ground floorm 155.00 130.00 20,150.00

G20 First floor m 251.00 130.00 32,630.00

G21 Second floor m 251.00 130.00 32,630.00

G22 Third floorm 251.00 130.00 32,630.00

G23 Fourth floor m 251.00 130.00 32,630.00

G24 Machine floor m 9.00 130.00 1,170.00

G25 Ground floor 551.00 540.00 297,540.00G26 First floor 551.00 540.00 297,540.00

G27 Second floor 551.00 540.00 297,540.00

G28 Third floor551.00 540.00 297,540.00

16mm thick, cement lime sand 1:1:5 plaster finished with

rough with wood float on block walls & concrete faces onexternal reveals.

16mm thick, cement lime sand 1:1:5 plaster finished smoothlime putty on walls & concrete surfaces on internal reveals.

16mm thick, cement lime sand 1:1:5 plaster finished smoothwith neat lime putty to soffit of slabs, beams and projectionof attached ).

m2

m2

m2

m2




36/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


G44 Ground to First Floor 79.00 530.00 41,870.00

G45 First floor to Second floor 86.00 530.00 45,580.00

G46 Second floor to Third floor 86.00 530.00 45,580.00

G47 Third floor to Fourth floor 86.00 530.00 45,580.00

G48 Fourth floor to Machine floor 60.00 530.00 31,800.00

G49 Machine floor to Roof 19.00 530.00 10,070.00

G50 Ground to First Floor 25.00 530.00 13,250.00

G51 First floor to Second floor 25.00 530.00 13,250.00

G52 Second floor to Third floor 25.00 530.00 13,250.00

G53 Third floor to Fourth floor 25.00 530.00 13,250.00

G54 Fourth floor to Machine floor 25.00 530.00 13,250.00

G55 Machine floor to Roof level 15.00 530.00 7,950.00

Pavior

Rate shall include to, Note

1. All extra work involved to patterned work.

2. Bonding agents where included with the work.

3.Dividing strips where applicable for insitu floor finishes.

4. Fair edges, internal angles for Treads and risers

5. Ends angles, ramped and wreathed covers for strings

& aprons.

6. Arises covers, ends, angles and outlets for linings to

channels7. Fair edges, rounded edges, covered junctions, angles

and the like for skirting kerbs and edges or floors

8. Supplying & Fixing of materials

m2

m2

m2

m2

m2

m2

16mm thick, cement lime sand 1:1:5 plaster finished smoothwith lime putty to External side of Lift well

m2

m2

m2

m2

m2

m2




37/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


Floor Tile Finishing

Wall Tile Finishing

Floor Tiles

F4 Tile

G56 Ground Floor 272.00 3,165.00 860,880.00

G57 First Floor 267.00 3,165.00 845,055.00

G58 Second Floor 267.00 3,165.00 845,055.00

G59 Third Floor 267.00 3,165.00 845,055.00G60 Fourth Floor 267.00 3,165.00 845,055.00

Floor Tiles

F7 Tile

G61 Ground Floor 16.00 3,165.00 50,640.00

G62 First Floor 16.00 3,165.00 50,640.00

G63 Second Floor 16.00 3,165.00 50,640.00

G64 Third Floor 16.00 3,165.00 50,640.00

G65 Fourth Floor 16.00 3,165.00 50,640.00

Homogeneous ceramic floor tiles of approved quality, colorand variety with all specials in specified areas as per theBOQ straight joints in both ways including all shapes, cornerand angles set in 20mm thick 1:3 cement sand mortarbedding

Glazed wall tiles of approved quality, color and variety withall specials in specified areas as per the BOQ straight jointsin both ways including all shapes, corner and angles set in12mm thick 1:3 cement sand mortar bedding .

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

150 mm high tile skirting in 1:3 cement mortar projected in




38/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.

OF BRIBERY OR CORRUPTION

G - Total for Wall, Floor & Ceiling Finishes carried to summary 10,919,282.50

H -Roofer & Roof Plumbing

H1

nrs 7.00 32,600.00 228,200.00

H2

m 232.00 1,150.00 266,800.00

H3

185.00 1,335.00 246,975.00

H4185.00 755.00 139,675.00

H5

m 55.00 735.00 40,425.00

All steel used in the work shall comply with the relevantBritish Standards & to the specifications.

Rate shall include for all necessary cuttings, drillings,bolting, reverting, welding, grinding, delivering, unloading,

hoisting, erecting and fixing in position, levelling, plumbingand preparation, submission and getting approval of all shopdrawings.

Suplying, Fabricating and fixing of steel trusses withnecessary accessories. Rate to include for baseplates,cleats,rivets,nuts washers etc.Approximate weight oftruss is 400kg.

supply and fixing of Mild steel Lipped Channel purlins (Rateto include fixing details and two coats of anti corrosive paint)

Supplying and fixing of 47mm thick Corrugated ZinkAluminium sheets on purlins on steel framework withnecessary extras. m

2

Supplying and laying of Heat Insulation layer and soundabsorption layer under the roof sheets. m

2

Supplying and fixing of Zink aluminium alloy coated colourbonded Valley gutters including necessary boarding sheettarred joints soldered and cement lime fileting complete.




39/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


J1Ground Floor

208.00 275.00 57,200.00

J2 First Floor 170.00 280.00 47,600.00

J3Second floor

170.00 290.00 49,300.00

J4Third Floor

170.00 295.00 50,150.00

J5

Fourth Floor

170.00 300.00 51,000.00J6 Machine Floor 130.00 305.00 39,650.00

J7 Ground Floor 432.00 250.00 108,000.00

J8 First Floor

411.00 255.00 104,805.00J9 Second floor 411.00 260.00 106,860.00

J10 Third Floor 411.00 265.00 108,915.00

J11 Fourth Floor 411.00 270.00 110,970.00

J12 Machine Floor 52.00 275.00 14,300.00

J13 Ground Floor 551.00 270.00 148,770.00

J14 First Floor 551.00 275.00 151,525.00

J15 second floor 551.00 280.00 154,280.00

Prepare and apply one primer coat and two coats of weather

shield paint of approved color and quality to external roughplastered face of walls, columns & reveals

m2

m2

m2

m2

m2

m2

Prepare and apply one primer coat and two coats of Emulsionpaint of approved color and quality to internal smoothplastered faces of walls, columns & reveals

m2

m2

m2

m2

m2

m2

Prepare and apply one primer coat and two coats of Emulsionpaint of approved color and quality to smooth plastered facesof soffit of slabs, beams, staircase & sides of beams.

m2

m2

m2




40/65

BILL NO. 01


QtyRate Amount

Rs. Cts. Rs. Cts.


Y4 750 mm dia. No 1.00 350,000.00 350,000.00

Y5

No. 28.00 12,000.00 336,000.00

Ground Investigations

Bore hole drilling:

Y6

m 20.00 2,200.00 44,000.00

Y7m 1.00 7,500.00 7,500.00

Y8

P S 2,020,653.50

Y9

No 4.00 300,000.00 1,200,000.00

Y- Total for Miscellaneous carried to summary 5,908,153.50

Integrity testing using Sonic-Echo or Frequency ResponseMethod as specified in ASTM 5882 to determine soundnessand uniformity of concrete in pile shaft and submittingreports. ( Testing shall be carried out by an independentinstitution to be approved by the Engineer.)

The bore holes shall be drilled before the commencement of

pile boring work. The recovered cores shall be hand over toEngineer in core boxes with proper labelling.

Drilling 100 mm dia. bore hole from ground level throughoverburden to bed rock, excluding hard rock, extracting coreand submission of Geologist's report.

Drilling 100 mm dia.bore hole from bedrock down, andextracting core and submission of Geologist's report.

Allow for any other items not specifically mentioned in theBill of Quantities but specified in the method statementsubmitted by the Bidder and necessary for completion of theworks to the requirements of the Contract. (Please providedetails) .

Core Drilling longitudinally through piles using NX type orsimilar and place core in core boxes for inspection ( Theholes to be back filled with approved grout mix.)


41/65

Engineer's Estimate

Bill No - 01

1 A - Preliminaries 24,675,000.00

2 B - Excavation & Earth works 7,433,585.00 7,433,585.00

3 C - Concrete Work

32,180,599.00 32,044,340.004 D - Masonry work 5,999,910.00 6,136,169.00

5 E- Water proofing 1,068,340.00 1,068,340.00

6 F - Aluminium Work 4,425,045.00 4,425,045.00

7 G - Wall, Floor & Ceiling Finishes 10,919,282.50 10,919,282.50

8 H- Roofer 1,140,035.00 1,140,035.00

9 J- Painting 1,750,050.00 1,750,050.00

10 L - Water sump and pump House 1,000,000.00

11 M -Sewerage,Waste and Storm Water Disposal System 3,000,000.00

12 N - Air Conditioning System 7,000,000.00

13 Q-Landscaping Work 2,000,000.00

14 R- Fire Detection and Protection system 5,000,000.00

15 S- Data cabling system 300,000.00

16 T- Lightining Protection System 500,000.00

Proposed Five Storeyed Building for Commission to InvestigateAllegations of Bribery or Corruption

AmountRs. Cts.

OQ I Description Duration Start Date


42/65

575 19-Nov-10

Soil investigation 14 19-Nov-10

Pile foundation design 14 3-Dec-10

A - Detailed Designs - Structural, Electrical, Mechanical and Water Suppl 60 14-Aug-11B - Excavation 44 9-May-11

Site Clearing and Mobilization 14 9-May-11B9 Cleaning the site

B10 Excavation up to 300mm reduce level

Construction of pile foundation 90 16-May-11Pile Boring

B1 600mm Dia

B2 750mm DiaB3 10m to 20m depth (600mm Dia)

B4 10m to 20m depth (750mm Dia)

B5 Beyond 20 m depth (600 mm Dia)B6 Beyond 20 m depth( 750 mm Dia)

Rock Soceting

B7 600mm Dia Piles

B8 750mm Dia Piles

Foundation work 30 23-May-11Disposal

B11 Keeping excavation free from rain

B12 Disposal within the Site

B14 Anti - Termite Treatment

Filling and compaction

B13 Filling under floors

C - Concrete Work 285 22-Jun-11Piles( grade 30)

ConcreteC3 600mm Dia

C4 750mm Dia

Tor Steel Reinforcement

C76 600 Di

Design and Construction of Proposed Office for the Commission to

Investigate Allegations of Bribery or Corruption

C10 Concrete

DPC Level to First Floor 14 28-Jun-11


43/65

JC36 Formwork 14

C82 Tor Steel Reinforcement 14

C103 Mild Steel Reinforcement 14

C11 Concrete 14

First Floor Level to Second Floor Level 14 9-Aug-11C37 Formwork 14



C12 Concrete 14

Second Floor Level to Third Floor Level 14 20-Sep-11C38 Formwork 14



C13 Concrete 14Third Floor to Fourth Floor 14 1-Nov-11

C39 Formwork 14



C14 Concrete 14

Fourth Floor to Machine Floor 14 13-Dec-11C40 Formwork

C86 Tor Steel ReinforcementC107 Mild Steel Reinforcement

C15 Concrete

Machine Floor to Roof Level 3 19-Oct-11C41 Formwork

C87 Tor Steel Reinforcement

C108 Mild Steel Reinforcement

C16 Concrete

Slabs & Beams 154 12-Jul-11

First Floor 28 12-Jul-11Slab 28

C42 Formwork 28


C20 Concrete 28

Beam 28


44/65

C49 Formwork 28


C26 Concrete 28

Machine Floor 10 12-Sep-11Slab 28

C50 Formwork 28C92 Tor Steel Reinforcement 28

C21 Concrete 28

Beam 28

C51 Formwork 28


C27 Concrete 28

Roof Top 14 12-Nov-11

SlabC52 Formwork


C22 Concrete

Beam

C53 Formwork


C28 Concrete

Staircase and Lift Walls 139 28-Jun-11

Ground Floor - First Floor 13 28-Jun-11Staircase 13

Formwork 13

C55 Soffit of Sloping Stair Flights 13

C60 Edge of Landings 13

Sides of Stair Flights 13

C71 Sides of risers 13

Reinforcement 13

C95 Tor Steel Reinforcement 13C115 Mild Steel Reinforcement 13

C30 Concrete 13

Lift Wall 13

C54 F k 13

C32 Concrete 13

Lift Wall 13


45/65

Formwork 13

Tor Steel Reinforcement 13

Concrete 13

Third Floor - Fourth Floor 13 1-Nov-11Staircase 13

Formwork 13C58 Soffit of Sloping Stair Flights 13

C63 Edge of Landings 13

C69 Sides of Stair Flights 13

C74 Sides of risers 13

Reinforcement 13



C33 Concrete 13Lift Wall 13

Formwork 13

Tor Steel Reinforcement 13

Concrete 13

Fourth Floor - Roof 13 26-Sep-11Staircase

Formwork

C59 Soffit of Sloping Stair Flights

C64 Edge of Landings

C70 Sides of Stair Flights

C75 Sides of risers

Reinforcement



C34 Concrete

Lift Wall

FormworkTor Steel Reinforcement

Concrete

D - Masonry Work 257 3-Sep-11D1 RR M

C125 Lintols

Concrete Pavement

D13 P i i l S f A hit t l W k


46/65

D13 Provisional Sum for Architectural Works

E - Water Proofing 339 22-Jun-11

E1 DPC 5 22-Jun-11Laying Polythene

E2 Pil caps & Plinth beams

E3 Tie Beams

Plinth Plaster 6 17-May-12E4 Random Rubble Masonry

Waterproofing Bathrooms 20 6-May-12E5 Ground Floor

E6 First Floor

E7 Second Floor

E8 Third Floor

E9 Fourth Floor E10 Waterproofing Roof Slab 10 14-Nov-11

F - Aluminium Work 138 19-Oct-11

Doors and Windows 138 19-Oct-11

Ground Floor 12 19-Oct-11F1 Door type D1 12

F2 Door type D2 12

F3 Door type D3 12

F4 Door type D4 12F5 Door type D5 12

F6 Window type W 12

F7 Window type W1 12




F11 Fanlight type FL 12

First Floor 12 30-Nov-11F12 Door type D1 12

F13 Door type D2 12

F14 Door type D3 12

F15 Door type D4 12


Fourth Floor 12 20-Feb-12F42 D t D1 12


47/65

F42 Door type D1 12

F43 Door type D3 12

F44 Door type D4 12

F45 Window type W 12


F47 Window type W2 12F48 Window type W3 12



Roof Floor 12


Hand Rails 30 23-Dec-11

G - Wall, Floor & Ceiling Finishes 239 17-Sep-11

Wall Finishes 232 17-Sep-11External Plastering 70 26-Feb-12

Fourth Floor +Machine Floor+Roof Floor 21 26-Feb-12G1 External Walls 21

G13 External Reveals 21

Third Floor 21 11-Mar-12G2 External Walls 21


Second Floor 21 25-Mar-12G3 External Walls 21


First Floor 21 8-Apr-12G4 External Walls 21


Ground Floor 21 15-Apr-12External Walls 21

External Reveals 21

Internal Plastering 158 17-Sep-11

Ground Floor 32 17-Sep-11G7 Internal Walls 32

G19 Internal Reveals 32

Internal Walls

Internal Reveals

G36 Soffit of Sloping Soffit of Staircase


48/65

G36 Soffit of Sloping Soffit of Staircase

Sides of Beams

Sides of Columns

Sides of Lift Wall

Floor Finishes 187 8-Nov-11

Floor Tiles 187 8-Nov-11Ground Floor 25 8-Nov-11

G56 F4 Tiles 25

G61 F7 Tiles 25

G66 Skirting 25

G71 Wall Tiles 25

First Floor 25 20-Dec-11G57 F4 Tiles 25

G62 F7 Tiles 25G67 Skirting 25

G72 Wall Tiles 25

Second Floor 25 31-Jan-12G58 F4 Tiles 25

G63 F7 Tiles 25

G68 Skirting 25

G73 Wall Tiles 25

Third Floor 25 13-Mar-12G59 F4 Tiles 25G64 F7 Tiles 25

G69 Skirting 25

G74 Wall Tiles 25

Fourth Floor 25 18-Apr-12G60 F4 Tiles

G65 F7 Tiles

G70 Skirting

G75 Wall Tiles

Ceiling Finishes 146 19-Oct-11

Ground Floor 20 19-Oct-11G25 plastering of Soffit of Slabs and Beams 20

Second Floor 23 25-Feb-12J3 External Walls 23

J9 Internal Walls 23


49/65


J15 Soffit 23

Third Floor 23 7-Apr-12J4 External Walls 23


J16 Soffit 23

Fourth Floor 23 23-May-12J5 External Walls 23


J17 Soffit 23

Machine Floor 23

J6 External Walls 23


J18 Soffit 23External Painting 30 13-May-12

K -Electrical Distribution,Wiring and Lighting System 190 12-Nov-11

L-Telephone wiring System 21 20-May-12

M-Computer LAN System 20 27-May-12

N-Air Conditioning System 18 19-May-12

P-Fire Protection System 18 17-May-12

R-Fire Detection System 20 25-May-12

S-Lift Installation 21 20-May-12

V-Water Supply,Sanitary Fittings & Sewerage Work 160 12-Nov-11

W Drain La er 42 20 Feb 12

Finish Date Amount


50/65

15-Jun-12

2-Dec-10

16-Dec-10

12-Oct-1121-Jun-11

22-May-1118,550.00

45,875.00

13-Aug-11

880,000.00

732,000.001,280,000.00

1,200,000.00

320,000.00

288,000.00

750,000.00

645,000.00

21-Jun-11

500,000.00

33,120.00

500,000.00

241,040.00

1-Apr-12

1,488,000.00

1,701,900.00

1 080 000 00

44,820.00

11-Jul-11148 200 00


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148,200.00

399,000.00

57,000.00

253,880.00

22-Aug-11

140,980.00399,000.00

57,000.00

261,525.00

3-Oct-11145,750.00

399,000.00

57,000.00

269,335.0014-Nov-11

136,740.00

399,000.00

57,000.00

277,420.00

26-Dec-11210,160.00

380,000.00

57,000.00

389,700.00

21-Oct-1188,500.00

247,000.00

37,050.00

103,920.00

12-Dec-11

8-Aug-11

311,080.00

1,168,500.00

875,375.00

221,270.00


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,

1,900.00

558,750.00

21-Sep-11

114,845.00541,500.00

306,960.00

71,360.00

1,900.00

249,405.00

25-Nov-11

98,470.00

465,500.00

316,160.00

54,960.00

26,600.00

138,320.00

13-Nov-11

10-Jul-11

32,700.00

2,170.00

7,380.00

10,900.00

57,000.002,850.00

44,820.00

23 980 00

47,550.00


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13-Nov-11

45,325.00

2,380.00

4,920.00

10,900.00

57,000.00

2,850.00

48,970.00

8-Oct-11

46,375.00

2,450.004,920.00

10,900.00

57,000.00

2,850.00

50,440.00

16-May-12673 730 00


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21,960.00

2-Mar-12370,350.00


55/65

43,210.00

72,000.00

219,440.00

45,265.00

27,430.0027,430.00

82,300.00

21,960.00

27,430.00

21-Jan-12

12-May-12

5-May-125-May-12

17-Mar-1280,220.00

22,475.00

31-Mar-1261,335.00

37,650.00

14-Apr-12 63,450.0038,905.00

28-Apr-1264,860.00

40,160.00

5-May-12130,185.00

42,945.00

21-Feb-12

18-Oct-11188,370.00

20 150 00

221,130.00

33,800.00

19,775.00

168 010 00


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168,010.00

41,870.00

21,200.00

12-May-12

12-May-122-Dec-11

860,880.00

50,640.00

181,300.00

151,920.00

13-Jan-12845,055.00

50,640.00151,700.00

151,920.00

24-Feb-12845,055.00

50,640.00

151,700.00

151,920.00

6-Apr-12845,055.00

50,640.00

151,700.00

151,920.00

12-May-12845,055.00

50,640.00

175,380.00

151,920.0012-Mar-12

7-Nov-11297,540.00

18-Mar-1249,300.00

106,860.00

154 280 00


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154,280.00

29-Apr-1250,150.00

108,915.00

157,035.0014-Jun-12

51,000.00

110,970.00

159,790.00

39,650.00

14,300.00

129,900.0011-Jun-12

2-Jun-12 4,500,000.00

9-Jun-12 1,000,000.00

15-Jun-12 300,000.00

5-Jun-12 7,000,000.00

7-Jun-12 2,500,000.00

13-Jun-12 2,500,000.00

9-Jun-12 4,500,000.00

29-May-12 5,500,000.00

1 Apr 12

SCHEDULE OF PAYMENTS

PAYMENT GROSS VALUE OF ADVANCE


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STAGE OF CONSTRUCTION WORK % VAT 15%

1

Advance Payment First 10% 25,360,000.00 3,804,00

Advance Payment Second 10%

1 Priliminaries 7,856,888.89 7,856,888.89 785,688.89

2 Priliminaries 959,888.89 8,816,777.78 95,988.89

3 Priliminaries 959,888.89 9,776,666.67 95,988.89

4 Priliminaries 959,888.89 10,736,555.56 95,988.89

5 4,712,018.72 15,448,574.28 471,201.87 #NAME? #NAME? #NAM

6 8,295,036.56 23,743,610.83 829,503.66 #NAME? #NAME? #NAM

7 9,549,904.81 33,293,515.64 954,990.48 #NAME? #NAME? #NAM

PAYMENTSTAGE /MONTH

GROSS VALUE OFWORK

DONE/MONTH

CUMULATIVEWORK DONE

RETENTIONDEDUCTION

ADVANCEPAYMENT

RECOVERY

NET PAYMENTWITHOUT VAT

Excavation up to 300mm reduce level,Cleaningthe site,Pile Boring,Rock Soceting,Keepingexcavation free from rain,Disposal within theSite,Anti - Termite Treatment,Filling underfloorsPile Concreting,Concreting ofPilecaps,Plinth beams and Tie beams,Groundfloor concreting,Columns pile caps to DPC level

Construction of pile foundation,Pile Boring,Pileconcreting,Concreting of Pilecaps,Plinth beamsand Tie beams,Ground floor concreting,Stair caseand lift walls ground floor to first floor,RRMasanry work,DPC laying of polythene for Plinthbeams ,Pile caps and Tie beams.

Excavation up to 300mm reduce level,Pile Boring

,Rock socketing,Concreting of piles,Concretingof Pilecaps,Plinth beams and Tie beams,Groundfloor concreting,Columns DPC level to firstfloor,First floor slab and beams,stair case and liftwall ground floor to first floor.



59/65

9 10,928,223.89 51,227,805.25 1,092,822.39 #NAME? #NAME? #NA

10 6,855,369.14 58,083,174.39 685,536.91 #NAME? #NAME? #NA

11 8,243,127.89 66,326,302.28 824,312.79 #NAME? #NAME? #NA

12 9,413,163.89 75,739,466.17 941,316.39 #NAME? #NAME? #NA

13 9,087,842.64 84,827,308.81 908,784.26 #NAME? #NAME? #NA

Columns second floor to third floor,Slab & beamssecond floor,Stair case second -third floor,Brickwork ground -first floor,Provisional sum forArchitechtural work,Internal plastering groundfloor,Special works

Second floor -Third floor columns,ColumnsMachine floor to roof,Third floor slab &beams,Second -Third floor stair case,First floor-Second floor Brick works,Architechturalworks,Aluminiam work ground floor,Ground &first floor plastering,Ground floor soffit plastering

Third-Fourth floor Columns,Fourth floor slab &Beams,Machine floor slab &beams,Brick work

second-Third floor,Provisional sum forarchitechtural works,Water proofing of roofslab,First floor internal plastering,Floor tilesground floor,Ceiling finishes groundfloor,Electrical Distribution,Wiring and LightingSystem,Water Supply,Sanitary Fittings &Sewerage Work.

, ,sum for Architechtural works,Aluminium workfirst floor,Internal plastering third floor & secondfloor,Foor finishes first floor ,First floor soffit

plastering,Roofer & roof plumbing,,Electrical

Slab &beam machine floor,Stair case third-Fourth floor,Stair case fourth -roof floor,Brickwork third floor-fourth floor and fourth floortomachine floor,Plinth plaster,Aluminium worksecond floor,Internal plastering second,third andfourth floor,Floor tiles first floor,Soffit plasteringsecond floor,Roofer & Roof plumbing,First floorinternal painting,Electrical Distribution,Wiringand Lighting System,Water Supply,Sanitary

Fittings & Sewerage Work

Aluminium work third floor,Fourth floor,&roof


Brick work machine floor & Roof


60/65

19

15 4,539,030.89 94,974,254.58 453,903.09 #NAME? #NAME? #NAM

16 4,159,466.89 99,133,721.47 415,946.69 #NAME? #NAME? #NAM

17 16,108,943.64 115,242,665.11 1,610,894.36 #NAME? #NAME? #NAM

18 11,557,334.89 126,800,000.00 1,155,733.49 #NAME? #NAME? #NAM

19 Release of Retention (50%) 126,800,000.00 5,803,172.22 870,47

20 Release of Retention (Balance 50%) 126,800,000.00 5,803,172.22 870,47

Total 126,800,000.00 0.00% 0.00% 126,800,000.00 11,606,344.44 #NAME? #NAME? #NAM

Brick work machine floor & RoofFloor,Aluminium work third & Fourthfloor,External plastering of ground,first & secondfloor Third floor floor & wall tiles.Ceilingfinishes fourth floor,Second floor internalpainting,-Electrical Distribution,Wiring andLighting System,Water Supply,Sanitary Fittings& Sewerage Work,External plastering secondthird and fourth floors ,third floor tiling,third andfourth floor ceiling finishes,Second floor internalpainting,Electrical Distribution,Wiring andLighting System,Water Supply,Sanitary Fittings& Sewerage Work,

External plasterimg second third & fourthfloors,Third &fourth floor tiling,third floorinternal painting,Electrical Distribution,Wiring

and Lighting System,Water Supply,SanitaryFittings & Sewerage Work

Water proofing on bath rooms,External plasteringof fourth floor,Tiling fourth floor,Internalpainting of fourth & machine floor,Externalpainting,Telephone wiring System,-ComputerLAN System,Air Conditioning System,FireProtection System,Fire Detection System,LiftInstallation,Water Supply,Sanitary Fittings &Sewerage Work

Internal painting of fourth & machinefloor,External painting,Telephone wiringSystem,Computer LAN System,Air ConditioningSystem,Fire Protection System,Fire DetectionSystem,Lift Installation,Landscaping Works.



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TENTATIVE DATE


62/65

Design&C

onstructionofOfficeandL

abo

CentralE

ngine

Nov-07

Dec-07

Jan-08

VE DATEOF

CLAIM


overn

reau


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Mar-08

mentA

nalyst'sDepartm

entApr-08

May-08

Jun-08

Jul-08

SCHEDULE OF PAYMENTSConstr


64/65

Sep-08

ructionofOfficeandL

abora

tory

Complexfor

GovernmentA

nalyst'sD

epartm

ent

CentralE

ngineeringConsultancyB

ureau

Oct-08

Nov-08

Dec-08

#NAME?

At the endof DefectsLiabilityPeriod



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