bill of quantity

BILL OF QUANTITY

NAME OF WORK:-

RE-SECTIONING & STRENGTHENING OF RUKAN DISTY FROM RD: 0+000 TO 40+000 IN RUKANPUR SECTION

S.No. Item of work involved Unit Estimated Quantity

TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1

Earthwork excavation in ashes, sand and soft soil or silt clearance, undressed lead upto 50 ft (15 metre).

%o Cft

760200

2 Berm cutting:- upto 50 ft(15 m)lead (including dressing).

%o Cft

7425

BILL OF QUANTITY NAME OF WORK:-

REPAIRING DEFECTIVE OUTLETS OF PALLU SHAH SECTION.


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1 Earthwork for outlets, excavation refilling, ramming and puddling:- channels, discharge over 350 cusecs.

P.Job 34

2 Earthwork for outlets, excavation refilling, ramming and puddling:- channels, discharge from 51 to 100 cusecs.

P.Job 9

3 Water allowance for constructing outlets or culverts, when canal water is not flowing.

Each 43

4 Cement concrete brick or stone ballast 1.5 " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- Ratio 1:4:8

% Cft 1206.82

5 Pacca brick work other than building up to 10' hight (Ratio 1:4)

% Cft 4503.75

6

Small iron work, such as gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position.

% Kg 638.22

7 Extra labour in fixing A.P.M. and O.F. outlet blocks including dressing of bricks:- channel depth 4 ft .

Each 34

8

Providing and laying R.C.C. pipe, moulded with cement concrete 1:1½:3, with spigot socket or collar joint, etc. including cost of reinforcement, conforming to B.S. 5911:Part I: 1981, Class "L" including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete

1 4" dia P.Rft 12 1 5.5" dia P.Rft 12 2 6" dia P.Rft 6 3 6.5" dia P.Rft 12 4 7" dia P.Rft 12 5 7.5" dia P.Rft 6 6 8" dia P.Rft 24 7 9" dia P.Rft 66 8 10" dia P.Rft 54 9 11" dia P.Rft 30

10 12" dia P.Rft 36 11 13" dia P.Rft 12 12 14" dia P.Rft 6 13 15" dia P.Rft 6

9 Changing pipe outlets by removing one pipe and replacing it at the same site with another pipe complete

P. Rft 222

with earth and puddling.

10 Adjusting "B" of tail cluster by dismantling and rebuilding throat walls.

Each 1

11 Extra labour in fixing A.P.M. and O.F. outlet blocks, including dressing of bricks:- for channel depth of 3.0'. (900 mm)

Each 9

BILL OF QUANTITY

NAME OF WORK:-

CHECKING SIDE EROSION D/S HEAD GREY DISTY.


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1

Earthwork excavation in irrigation channels, drains, etc.designed section, grades and profiles, excavated material disposed off and dressed within 50 ft. (15 m) lead:- i) ordinary

%o Cft

9150

2

Supply and dumping at site, without boat, including handling of materials within three chains (90 m) (a) stone or boulder.

% Cft

3500

3 Providing bajri 1/8" to 1/2". % Cft

1279

4 Providing bajri 1/2" to 2". % Cft

1279

5 Laying bajri 1/8" to 1/2" on slope. % Cft

2558

6 Laying bajri 1/2" to 2" on level. % Cft

400

7 Providing and laying stone pitching, for top layer only:- on slope.

% Cft

2558

8 Providing and laying stone pitching, for top layer only:- on level.

% Cft

400

9

Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any other means owned by the contractor. Lead 216 KM.

% Cft

7400

10 Borrowpits excavation dressed lead up to 500 ft from bed of channel.

%o Cft

6250

11

Compaction of earthwork with power road roller, including ploughing, mixing, moistening earth to optimum moisture content in layers, etc. complete: 90% maximum modified AASHO dry density.

%o Cft

6250

BILL OF QUANTITY

NAME OF WORK:-

CHECKING SIDE EROSION D/S BRIDGE RD 55 GREY DISTY.


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1


%o Cft

1100

2


% Cft

5940


1008


1008


400


400


% Cft

2016


% Cft

400

9


% Cft

9433


%o Cft

44661

11


%o Cft

44661

BILL OF QUANTITY

NAME OF WORK:-

CHECKING SIDE EROSION D/S HEAD 55450 DALLAS BRANCH.


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1


%o Cft

4000

2


% Cft

4050


2627


2627


5254


540


% Cft

5254


% Cft

540

9


% Cft

11408


%o Cft

27800

11


%o Cft

27800

BILL OF QUANTITY

NAME OF WORK:-

RE-SECTIONING OF ROSHAN SUB MINOR FROM RD: 0+000 TO TAIL.


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1 Berm cutting:- lead upto a single throw of Kassi, phaora or shovel (without dressing).

%o Cft

75500

2


%o Cft

151000

BILL OF QUANTITY

NAME OF WORK:-

REPAIRING AND MAINTAINING HYDRAULIC STRUCTURE OILING, GREASING AND PAINTING ON REGULATION GATES AND GEARING AT RD 55450 DALLAS BRANCH.


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1 Applying Khanki Mixture hot to barrage gates:- 2 coats.

%Sft 2214.34

2

Painting old surfaces:- Painting guard bars, gates of iron bars, gratings, railing (including standards, braces etc.) and similar open work:- 2 coats.

%Sft 1034.20

3 Supplying K.Oil for each machine. P.Ltr 32

4 Supplying cotton waste for each machine. P.Kg 16

5 Repairig wellding and Alignment of rod Grey Disty.

P.No 2

6

Providing brass bushes for regulation machines by the process of pre casting, facing, threading as per standard size and pattern 14.800 kg.

P.No 2

7 Labour opening and re-fitting machine. P.No 2

8 Transportation of material Ehsanpur to Rahim yar khan 45 KM.

Time 2

BILL OF QUANTITY

NAME OF WORK:-

REPAIRING TEMPERED / DEFECTIVE OUTLETS OF BHONG DISTY IN BHONG SECTION.


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1 Earthwork for outlets, excavation refilling, ramming and puddling:- channels, discharge over 350 cusecs.

P.Job 34


% Cft 117


% Cft 341.56

4 Brick or edge flooring laid in 1:6 cement sand mortar.

% Sft 25


Each 34

6


% Kg 31.84

7

Changing pipe outlets by removing one pipe and replacing it at the same site with another pipe complete with earth and puddling. Portion under bank.

P. Rft 396

8


1 2.0" dia P.Rft 6.0

2 4.0" dia P.Rft 30.0

3 4.5" dia P.Rft 42.0

4 5.0" dia P.Rft 66.0

5 5.5" dia P.Rft 36.0

6 6" dia P.Rft 66.0

7 6.5" dia P.Rft 12.0

8 7" dia P.Rft 54.0

9 8" dia P.Rft 36.0

10 9" dia P.Rft 12.0

11 9.5" dia P.Rft 6.0

9

Providing and laying R.C.C. pipe, moulded with cement concrete 1:1½:3, with spigot socket or collar joint, etc.including cost of reinforcement, conforming to B.S. 5911: Part I: 1981, Class "L" including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete (with labour charges)

1 10" dia P.Rft 12.0

2 12" dia P.Rft 12.0

3 12.5" dia P.Rft 6.0

BILL OF QUANTITY

NAME OF WORK:-

RE-SECTIONING OF SANGHI MINOR FROM RD: 6000 TO 26000 IN RUKANPUR SECTION


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1


%o Cft

61000.00

BILL OF QUANTITY

NAME OF WORK:-

STRENGTHENING OF HASSAN DISTY FROM RD: 4+000 TO 7+000 IN RUKANPUR SECTION


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1 Borrowpit excavation dressed lead upto 500 ft, ordinary soil.

%o Cft

70000.00

BILL OF QUANTITY

NAME OF WORK:-

REPAIRING DAMAGED MASONARY AND SLAB OF BRIDGE RD 70690 GREY DISTY IN ADAMWALI SECION.


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1 Dismantling cement concrete reinforced, separating reinforcement from concrete, cleaning and straightening the same.

% Cft

31.5

2

Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- Ratio 1:2:4

% Cft

102.44

3

Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- deformed bars 40 grade

% Kg

303.23

4

Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 wearing coat.

% Cft

22.75

BILL OF QUANTITY

NAME OF WORK:-

CONSTRUCTION OF BOUNDARY WALL EAST & WEST SIDE OF CANAL REST HOUSE RUKANPUR.


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1

Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) in ordinary soil.

%o Cft

1935

2 Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.

% Cft

483.75

3 Pacca brick work in foundation and plinth in:- Cement, sand mortar:- Ratio 1:5

% Cft

1472.81

4

Providing and laying damp proof course of cement concrete 1:2: 4(using cement, sand and shingle), including bitumen coating :- with one coat bitumen and one coat polythene sheet 500 gauge 1½" thick (40 mm)

% Sft

849.38

5 Pacca brick work in ground floor:- cement, sand mortar:- Ratio 1:5

% Cft

2386.5

BILL OF QUANTITY

NAME OF WORK:-

CONSTRUCTION OF BOUNDARY WALL SOUTH SIDE OF CANAL REST HOUSE RUKANPUR.


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1

Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) in ordinary soil.

%o Cft

2250

2 Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.

% Cft

562.50

3 Pacca brick work in foundation and plinth in:- Cement, sand mortar:- Ratio 1:5

% Cft

1612

4

Providing and laying damp proof course of cement concrete 1:2: 4(using cement, sand and shingle), including bitumen coating :- with one coat bitumen and one coat polythene sheet 500 gauge 1½" thick (40 mm)

% Sft

787.50

5 Pacca brick work in ground floor:- cement, sand mortar:- Ratio 1:5

% Cft

2212.50

BILL OF QUANTITY

NAME OF WORK:-

REPAIRING RESIDENCE OF SDO RUKANPUR


TO BE FILLED BY THE

CONTRACTOR

Rate Amount

1 2 3 4 5 6

1 Petty repair to main room. Each 2.00

2 Petty repair to small rooms. Each 2.00

3 Petty repair to VR. Each 2.00

4 White washing 2 coat (old surface) % Sft

2915.81

5 Distempering:- 2 coat (old surface) % Sft

2617.47

6 Painting doors & windows any type 2 coat. % Sft

865.41

7 Painting wire gauze doors & windows any type 1 coat.

% Sft

305.31

8

Laying floor of approved coloured glazed tiles ¼ "(6 mm) thick, laid in white cement and pigment on a bed of ¾" (20 mm) thick cement mortar 1:2.

% Sft

289.13

9

Coloured glazed tile dado (6"x6"¼") (6mm) thick in pigment over 100 Sft 1:2 cement, sand mortar 3/4"(20mm) thick, including finishing.

% Sft

41.38


REPAIRING TEMPERED / DEFECTIVE OUTLETS OF ADAMWALI MINOR IN ADAMWALI SECTION.

S.No. Item of work involved Unit

Estimated

Quantity

TO BE FILLED BY

THE CONTRACT

OR

Rate

Amount

1 2 3 4 5 6

1 Earthwork for outlets, excavation refilling, ramming and puddling:- channels, discharge upto 51 to 100 cusecs.

P.Job

9

2 Earthwork for outlets, excavation refilling, ramming and puddling:- channels, discharge upto 50 cusecs.

P.Job

0.5

3


P. Rft

228

4

Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain in ordinary soil

% Cft

117.5


% Cft

184


% Cft

475.13

7


1 4.0" dia P.Rft 30.0 2 6" dia P.Rft 60.0 3 9" dia P.Rft 78.0

8

Providing and laying R.C.C. pipe, moulded with cement concrete 1:1½:3, with spigot socket or collar joint, etc.including cost of reinforcement, conforming to B.S. 5911: Part I: 1981, Class "L" including carriage of pipe from factory to site of work, lowering

in trenches to correct alignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete (with labour charges)

1 12" dia P.Rft 54.0

9


% Kg

674.95

10 Dismantling walls, taking out temporary A.P.M. brick block, fixing iron block and rebuilding dismantled walls.

P. Job

44


P. Job

42


REPAIRING TEMPERED / DEFECTIVE OUTLETS OF RUKANPUR SECTION.

S.No.

Item of work involved Unit

Estimated

Quantity

TO BE FILLED BY

THE CONTRACT

OR

Rate

Amount

1 2 3 4 5 6


P.Job

46.5

2 Dismantling outlets:- A.P.M. or O.F., "H" upto 2.0 ft. (600 mm)

P.Job

22.5


% Cft

700.69

4


% Kg

495.49


Each

94

6

Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain in ordinary soil

%o Cft

459.63


% Cft

183.75

8


1 4.0" dia P.Rft 18.0 2 6" dia P.Rft 132.0 3 9" dia P.Rft 168.0

9

Providing and laying R.C.C. pipe, moulded with cement concrete 1:1½:3, with spigot socket or collar joint, etc.including cost of reinforcement, conforming to B.S. 5911: Part I: 1981, Class "L" including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete (with labour charges)

1 12" dia P.Rft 6.0

BILL OF QUANTITY

NAME OF WORK:- REPAIRING TEMPERED / DEFECTIVE OUTLETS OF BHONG SECTION.

S.No. Item of work involved Unit

Estimated

Quantity

TO BE FILLED BY

THE CONTRACTO

R

Rate Amount

1 2 3 4 5 6


P.Job

22

2 Dismantling outlets:- A.P.M. or O.F., "H" upto 2.0 ft. (600 mm)

Each

22


% Cft

36.67


% Cft

245.96

5 Brick or edge flooring laid in 1:6 cement sand mortar.

% Sft

12.5


Each

22

7


% Kg

138.92

8


P. Rft

210

9


1 4.0" dia P.Rf

t 12.0

2 4.5" dia P.Rf

t 12.0

3 5.0" dia P.Rf

t 6.0

4 5.5" dia P.Rf

t 24.0

5 6" dia P.Rf

t 42.0

6 6.5" dia P.Rf

t 12.0

7 7" dia P.Rf

t 30.0

8 7.5" dia P.Rf

t 6.0

9 8" dia P.Rf

t 6.0

10 8.5" dia P.Rf

t 12.0

11 9" dia P.Rf

t 6.0

12 9.5" dia P.Rf

t 12.0

10

Providing and laying R.C.C. pipe, moulded with cement concrete 1:1½:3, with spigot socket or collar joint, etc.including cost of reinforcement, conforming to B.S. 5911: Part I: 1981, Class "L"

including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete (with labour charges)

1 10" dia P.Rf

t 12.0

2 11" dia P.Rf

t 6.0

3 12.5"

dia P.Rf

t 6.0

4 14" dia P.Rf

t 6.0

Executive Engineer

Dallas Canal Division Rahimyarkhan

bill of quantity

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