page 1 of 9 - punjab, pakistaneproc.punjab.gov.pk/biddingdocuments/80707_1-dnit... · required...

of 9

1 Ch.4

item

No.13

Dismantling brick work in lime or cement mortar.

6300.00 Cft 100 Cft 2414.55

2 (Ch.4

Item

No.19-

c)

Dismantling cement concrete 1:2:4 plain.

800.00 Cft 100 Cft 6249.40

3 (Ch.4

Item

No.19-

d)

Dismantling cement concrete with brick aggregate.

3600.00 Cft 100 Cft 1704.40

4 Ch.No.

3 Item

No.10(i

)

Earthwork excavation in irrigation channels, drains,

etc. to designed section, grades and profiles,

excavated material disposed off and dressed within 50

ft. (15 m) lead:- i) ordinary

23652.00 Cft 1000 Cft 4565.10

5 Ch.6

item

No.3(b)

Cement concrete brick or stone ballast 1-1/2 to 2"

gauge in foundation and plinth 1: 6:12

4600.00 Cft 100 Cft 10275.65

6 Ch.7

item

No.4(i)

Pacca brick work in foundation and plinth in:- i)

Cement, sand mortar:- Ratio 1:5

14100.00 Cft 100 Cft 18625.50

7 Ch.

No. 6

Item

No. 5

(f)

Cement concrete plain including pacing, compacting,

finishing and curing complete (including screening

and washing of stone aggregate). (f) Ration 1:2:4

1396.60 Cft 100 Cft 20668.80

8 (Chapt

er No.

11 Item

No.18-

b )

Cement pointing struck joints, on walls, upto 20' (6.00

m) hiehgt:-

10144.00 Sft 100 Sft 1726.60

9 Chapte

r No.6

Item

No 6-a-

3-c

Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sand

and screened graded and washed aggregate, in

required shape and design, including forms, moulds,

shuttering, lifting, compacting, curing, rendering and

finishing exposed surface, complete (but excluding the

cost of steel reinforcement, its fabrication and placing

in position, etc.):- (a) (i) 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:- (3) (c) Type C (nominal mix 1:

2: 4)

1900.00 Cft 1 Cft 332.70

10 Chapte

r No.6

ItemNo

9-b

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)

5817.80 Kg 100 Kg 9976.40

Rate to be

Quoted by the

Contractor

Qty Unit

SULLAGE CARRIER 2.50' X 1.50'

Approximate Cost: Rs. 51.594 Million

Earnest Money: Rs. 1.032 Million (2% of the bid cost) Time Limit:- 08 MONTH

Sr.

NoRate

D.N.I.T / BID SCHEDULE

CONSTRUCTION OF TWO PUMP STATIONS AT OLD G.T.ROAD DRAIN GUJRAT CITY

Ch.

No,

Item

No

Description of Items

MRS, 1st BI-ANNUAL-2017 (1st January to 30th June) DISTRICT GUJRAT

NAME OF

SCHEME:

of 9

11 (Ch.3

Item

No. 13-

a

Rehandling of earthwork:

a) Lead upto a single throw of Kassi, phaorah or

shovel

11300.00 Cft 1000 Cft 1420.30

12 Chapte

r No.3

Item

No.17c

Transportation of earth all types when the total

distance, including the lead covered in the item of

work, is more than 1000ft (300m).(upto three mile)

a) upto ¼ mile (400 m).

b) for every 330 ft (100m) additional lead pr part thereof

beyond ¼ mile (400 m) upto one mile. (1.6 Km).

c) for every ¼ mile (400 m) additional lead or part

thereof, beyond one mile (1.6 Km.) upto 5 mile (8 Km).

17562.00 Cft 1000 Cft 4228.20

13 Ch.1

item

No.1

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. (upto 180 Km)

2901.01 Cft 100 Cft 4018.00

14 Ch.4

item

No.13


13387.50 Cft 100 Cft 2414.55

15 (Ch.4

Item

No.19-

c)


1700.00 Cft 100 Cft 6249.40

16 (Ch.4

Item

No.19-

d)

Dismantling cement concrete with brick aggregate.

7650.00 Cft 100 Cft 1704.40

17 Ch.No.

3 Item

No.10(i

)





88102.50 Cft 1000 Cft 4565.10

18 Ch.6

item

No.3(b)



11262.50 Cft 100 Cft 10275.65

19 Ch.7

item

No.4(i)



43351.00 Cft 100 Cft 18625.50

20 Ch.

No. 6

Item

No. 5

(f)




3723.80 Cft 100 Cft 20668.80

21 (Chapt

er No.

11 Item

No.18-

b )


m) hiehgt:-

28356.00 Sft 100 Sft 1726.60

22 Chapte

r No.6

Item

No 6-a-

3-c













2: 4)

2625.00 Cft 1 Cft 332.70


of 9

23 Chapte

r No.6

ItemNo

9-b







8037.75 Kg 100 Kg 9976.40

24 (Ch.3

Item

No. 13-

a



shovel

31237.50 Cft 1000 Cft 1420.30

25 Chapte

r No.3

Item

No.17c









69081.40 Cft 1000 Cft 4228.20

26 Ch.1

item

No.1





5586.94 Cft 100 Cft 4018.00

27 Ch.4

item

No.13


13125.00 Cft 100 Cft 2414.55

28 (Ch.4

Item

No.19-

c)


812.00 Cft 100 Cft 6249.40

29 (Ch.4

Item

No.19-

a)

Dismantling cement concrete plain 1:4:8.

4725.00 Cft 100 Cft 3124.70

30 Ch.No.

3 Item

No.10(i

)





38227.00 Cft 1000 Cft 4565.10

31 Ch.6

item

No.3(b)



4900.00 Cft 100 Cft 10275.65

32 Ch.7

item

No.4(i)



24414.00 Cft 100 Cft 18625.50

33 Ch.

No. 6

Item

No. 5

(f)




1425.03 Cft 100 Cft 20668.80

34 (Chapt

er No.

11 Item

No.18-

b )


m) hiehgt:-

15176.00 Sft 100 Sft 1726.60


of 9

35 Chapte

r No.6

Item

No 6-a-

3-c













2: 4)

1837.50 Cft 1 Cft 332.70

36 Chapte

r No.6

ItemNo

9-b







5628.26 Kg 100 Kg 9976.40

37 (Ch.3

Item

No. 13-

a



shovel

17412.50 Cft 1000 Cft 1420.30

38 Chapte

r No.3

Item

No.17c









28418.60 Cft 1000 Cft 4228.20

39 Ch.1

item

No.1





2871.02 Cft 100 Cft 4018.00

40 Ch.4

item

No.13


13125.00 Cft 100 Cft 2414.55

41 (Ch.4

Item

No.19-

c)


812.00 Cft 100 Cft 6249.40

42 (Ch.4

Item

No.19-

a)

Dismantling cement concrete plain 1:4:8.

4725.00 Cft 100 Cft 3124.70

43 Ch.No.

3 Item

No.10(i

)





53734.00 Cft 1000 Cft 4565.10

44 Ch.6

item

No.3(b)



5162.50 Cft 100 Cft 10275.65

45 Ch.7

item

No.4(i)



31501.00 Cft 100 Cft 18625.50

46 Ch.

No. 6

Item

No. 5

(f)




1425.03 Cft 100 Cft 20668.80


of 9

47 (Chapt

er No.

11 Item

No.18-

b )


m) hiehgt:-

18676.00 Sft 100 Sft 1726.60

48 Chapte

r No.6

Item

No 6-a-

3-c













2: 4)

1837.50 Cft 1 Cft 332.70

49 Chapte

r No.6

ItemNo

9-b







5628.26 Kg 100 Kg 9976.40

50 (Ch.3

Item

No. 13-

a



shovel

21000.00 Cft 1000 Cft 1420.30

51 Chapte

r No.3

Item

No.17c









40824.00 Cft 1000 Cft 4228.20

52 Ch.1

item

No.1





2871.02 Cft 100 Cft 4018.00

53 Ch.26

Item

No. 35-

b

Bailing out water :- b) by pump

19800.00 Cft 1000 Cft 411.35

54 Ch.3

Item

No. 27

Extra for slush or daldal including dewatering.

19800.00 Cft 1000 Cft 4545.00

55 Chapte

r No.3

Item

No.17c









19800.00 Cft 1000 Cft 4228.20

56 (Ch.4

Item

No.29

Dismantling brick or flagged flooring without concrete

foundation. (Dismantling of Tuff Tile)

684.00 Sft 100 Sft 482.90

PROVIDING AND LAYING 15" I/D R.C.C SEWER

(De-SILTING of Existing Sullage Carrier Size 3.00' x 4.00')

of 9

57 Ch.

No. 03

Item

No.42

Earthwork excavation in open cutting for sewer and

manholes as shoen in drawings including shuttering

and timbering, dressing to correct section and

dimensions according to templates and levels, and

removing surface water, in all types of soil except

shingle, gravel and rock:- (i) 0 ft to 7.0 ft (0 to 2.10 m)

depth 10390.00 Cft 1000 Cft 5014.40

58 Ch.

No. 21

Item

No. 3

Providing laying RCC pipe sewer moulded with

cement concrete 1:1 ½ :3 conforming to ASTM

specification C-76-79 Class.II wall B,including carriage

of pipe from factory to site of work,lowering in

trenches to correct alignment and grade , jointing

with rubberring cutting pipes where necessary,

testing etc. complete.

(15") i/d 584.00 Rft 1 Rft 496.85

59 Ch.

No. 3

Item

No. 13-

b+24-a

Rehandling of earthwork: (b) upto a lead of 50 ft (15 m).

Compaction of earthwork (soft, ordinary or hard soil) :-

a) Mixing, moistening earth to optimum moisture

content in layers for compaction, etc. complete.

8312.00 Cft 1000 Cft 1420.30

60 Chapte

r No.3

Item

No.17c









2339.28 Cft 1000 Cft 4228.20

61 (Ch.21

Item

No.10)

Restoration of brick pavement on edge, over laid

service line, with 2" (50 mm) sand cushion under

soling.

684.00 Sft 100 Sft 3243.60

62 Ch.

No. 03

Item

No.42







depth 1236.38 Cft 1000 Cft 5014.40

63 Ch.

No. 06

Item

No.2

Dry rammed brick or stone ballast 1 1/2'' to 2' (40 to 50

mm) gauge.

176.63 Cft 100 Cft 3714.50

64 Ch.6

item

No.3(b)


gauge in foundation and plinth 1: 6 : 12.

88.89 Cft 100 Cft 10275.65

65 Ch.7

item

No.7(ii)

Pacca brick work other than building upto 10ft (3 m)

height. (i) cement, sand mortar:- Ration 1:3

170.58 Cft 100 Cft 20429.35

66 Ch.No

7 item

No 10

Extra for steining of well or any other circular masonry.

170.58 Cft 100 Cft 1540.55

67 Ch.6

item

No.5-f

Cement concrete plain i/c placing compacting finishing

& curing complete i/c screening & washing of stone

aggregate ratio 1:2:4 62.46 Cft 100 Cft 20668.80

68 Ch.21

item

No.9

Extra for making and finishing benching floor work in

manhole chamber, with 1/8" (3 mm) thick cement

finish. 50.27 Sft 100 Sft 1534.10

69 Ch.11

item

No.7-b

Cement plaster 1:2 upto 20' (6.00 m) height:- (b) 1/2"

(13 mm) thick

289.55 Sft 100 Sft 2032.20

70 Ch.21

item

No.13

Providing and fixing 1 1/4" x 1 1/4" x 3/16" (31x31x5

mm) angle iron step, in manhole chambers, including

carriage and setting the same in work to correct lines

and levels. 8.00 No 1 Each 226.85

4' DIA MANHOLE FOR 15" I/D SEWER AVERAGE DEPTH

7.00'(04 Nos)

of 9

71 Ch.21

item

No.15-

A

Providing and fixing 6" thick R.C.C manhole cover with

tee shaped C.I frame of 22" i/d (frame weighing 37.324

Kg, or one maund as per Standard Drawing STD/PD

No. 6, of 1977, complete in all respect.

4.00 Set 1 P.Set 6931.20

72 (Ch.1

Item

No. 1)




other means owned by the contractor. (180 Km) 54.96 Cft 100 Cft 4018.00

73 Ch.

No. 03

Item

No.42







depth 314.36 Cft 1000 Cft 5014.40

74 Ch.

No. 7

Item

No. 30

supplying and filling sand under floor or plugging in

wells.

49.08 Cft 100 Cft 1436.70

75 Ch.

No. 21

Item

No. 1

Providing laying RCC pipe moulded with cement

concrete 1:1-1/2:3, 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 ppes

where necessary, finishing and testing, etc, complete.

(ii) 225 mm (9") i/d

32.00 Rft 1 Rft 336.75

76 Ch.

No. 3

Item

No. 13-

b+24-a

Rehandling of earthwork: (b) upto a lead of 50 ft (15 m).




251.49 Cft 1000 Cft 2106.10

77 Ch.21

item

No.8

Consruction of starndard gully grating chamber 3'x2'

1/2' (900x750 mm), with chinaware trap as per PHED

drawomg STD/PD No.3 of 1977, complete in all respect

2.00 No 1 Each 8627.75

78 Ch.

No. 03

Item

No.

1+17

a.b-

i+24-a

Filling, watering and ramming earth under floors:-

Earth work excavation undressed lead upto a single

throw of Kassi, Phaorah or shavel:- b) In ordinary soil






work, is more than 1000ft (300m).(upto one mile)




65709.60 Cft 1000 Cft 6158.80

79 Ch.7

item

No.4(i)



8683.88 Cft 100 Cft 18625.50

80 Ch.6

item

No.3(f)



42900.50 Cft 100 Cft 8979.30

81 Ch.

No. 6

Item

No. 5

(f)




41168.00 Cft 100 Cft 20668.80

PCC STREET PAVEMENT

GALI GRATTING CHAMBER 3' X 2-1/2' X 1-1/2' (02 Nos)

of 9

82 Chapte

r No.6

Item

No 6-a-

3-c








in position, etc.):- (a)(ii) Reinforced cement concrete in

slab of rafts / strip foundation, base slab of column

and retaining walls; etc and other structural members

other than those mentioned in 5(a) (i) above not

requiring form work (i.e. horizental shuttering)

complete in all respects:- (3) Type C (nominal mix 1: 2:

4)

18.64 Cft 1 Cft 241.50

83 Chapte

r No.6

ItemNo

9-b







57.09 Kg 100 Kg 9976.40

84 Ch.1

item

No.1





36244.24 Cft 100 Cft 4018.00

1

2.00 No.s 1 No.s 10000.00

2

1811.82 Cft 1 Cft 95.00

3

42525.00 No.s 1000 No.s 3200.00

3150.00 Cft 100 Cft 900.00

4

90365.63 No.s 1000 No.s 3200.00

6693.75 Cft 100 Cft 900.00

5

88593.75 No.s 1000 No.s 3200.00

6562.50 Cft 100 Cft 900.00

6

88593.75 No.s 1000 No.s 3200.00

6562.50 Cft 100 Cft 900.00

CONDITIONS.

1

2

3

4

5

Conditional tenders/rates will not be entertained.

Any item of work not included in this bid but during execution actually required to be executed at site will be paid after

approval by the competent authority.

The work should be executed in accordance with the availability of funds as required under rule 2.82 of B&R Code, the

department will not accept any other reason what so ever related for completion of work.

NON-STANDARISED ITEMS

Construction schedule towards completion of work should be provided by the contractor within one week of the

issuance of acceptance letter.

Work must be started at site within fortnight from the issuance of acceptance letter, otherwise it will be considered as

rescinded automatically.

0

Old Servicable Bricks

Brick Bats

D/d due to Old Materials


Supply and placing crushed stone aggregate ¼” to 1” size

(from Marghala or other approved quarry / quality i/c carriage

from quarry to site upto 180 km) bedding material under and

around RCC sewer pipe up to half of pipe dia in trenches as

per grade and alignment as per drawing complete in all respect

to the entire satisfaction of the Engineer-in-charge.


Brick Bats

Brick Bats

Providing assembling and fixing sign board size 3’ x3’ made of

2” i/d G.I pipe medium quality for two legs and frame 26-Rft i/c

cutting welding of M.S sheet 16 SWG according to standard

design / drawing as well as requirement of Engineer-in-Charge

including cost of painting, lettering on both side upto 300

letters in Urdu or English with enamel paint 3 coats i/c painting

of monogram of Government of the Punjab etc. Rate also

include the cost of fixing the board at site by excavation

1’x1’x2’ and providing laying P.C.C (1:2:4) 1’x1’x2’ for

foundation and carriage charges from work shop to site of

work complete in all respect to the entire satisfaction of the

Engineer-in-charge.



Brick Bats



of 9

6

7

8

9

10

Contractor Executive Egnineer

Public Health Engineering Division

Gujrat

The execution/completion of work strictly in accordance with the specification, approved design/ drawing and

requirements of contract agreement to the entire satisfaction of the engineer-in-charge will be exclusive responsibility

of the contractor.

As per Govt: of the Punjab Finance Department notification No.RO(Tech)FDI-2/83(VI)(P) dated Lahore the 6th April 2005

in case of the total tender amount is less than 5% of the approved estimated / DNIT amounts, the lowest bidder will

have to deposit additional performance security from the schedule bank equal to tender amount below estimated cost

within 15 days of issuance of notice or within expiry period of the bid whichever is earlier.

Perfomance gurantee as per PPRA Rules 2014.

Any omission of the completion /error there in, for interpretation will be referred to standardized rates posted at

website by finance department during (MRs. 1st Bi-Annual-2017 (1st: January to 30th June) District Gujrat) for Distt:

Gurjat and decision of the competent authority will be final and binding upon the contractor.

All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and

binding upon the contractor.


Earnest Money: Rs. 0.527 Million

1 23 1-e

Boring for tubewell in all types of soil except

shingle and Chap. 2 rock, from ground level

to 100 ft. (30 m) depth, including sinking and

withdrawing of casing pipe, complete:

' 8" (200 mm) i/d

100 1 P.Rft 298.5

2 23 2-c



to 100.1 ft. to 200 ft. depth, including sinking

and withdrawing of casing pipe, complete:

' 8" (200 mm) i/d

100 1 P.Rft 404.75

3 23 3-c





' 8" (200 mm) i/d100 1 P.Rft 510.35

4 23 4-a





' 8" (200 mm) i/d100 1 P.Rft 616.6

5 23 4-a





' 8" (200 mm) i/d100 1 P.Rft 616.6

6 23 7

Providing strong substantially built box of

deodar wood 4'x21/2'x9"(1200x750x225 mm)

with compartments lock and locking

arrangement for perserving samples of

strata from bore hole.

1 1 P.job 13264.3

7 23 8Furnishing samples of water from bore hole

(per set of two bottles). 1 1 P.Set. 170.7

Direct rotary / reverse rotary drilling of bore

for Tubewells, in all types of soil except

shingle, gravel and rock. a) From ground

level to 250 ft (75m) below level. 15" i/d to

18" i/d = 250.00 1 Rft 464.00

b) Exceeding 250 ft (75m) depth below

ground level. 15" i/d to 18" i/d 250.00 1 Rft 464.00

9 23 10-i Providing and installing M.S. Bail plug in

tubewell bore hole. 10" i/d, 2 ft. (250 mm i/d

600 mm) long. 1.00 1 Each 4408.20

P/I M.S. blind pipe socket/welded joints

M.S.reducer (where necessary) in tube well

bore hole including jointing welding with

strainer etc: complete.

12" i/d, ¼" (300 mm i/d 6 mm) thick 120.00 1 Rft 2290.35

10" i/d, ¼" (250 mm i/d 6 mm) thick 316.00 1 Rft 1943.50

11 23 18 Shrouding with graded pea gravel 3/8” to 1/8” dia around tubewell in bore hole around 12” i/d 553.56 1 Cft 95.35

Tube Well Boring & its Conversion = 01 No.

Qty

14-i-j23

Ch.No.

8 23

Name of

Work:

Trial Bore and Investigation = 01 No.

10

5-a-ii

WATER SUPPLY PORTION

Item

No.

D.N.I.T/BID SCHEDULE

Rural Water Supply and Drainage Scheme Morala Tehsil Kharian District Gujrat

Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N

o.Description of Items

MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) DISTRICT GUJRAT

Time Limit: 06 Month

Unit

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

12 23 17(i) Testing and developing of tubewell of size 6"

(150 mm) i/d and above continuously. upto

1.5 cs. Discharge 72.00 1 Hours 858.50

13 3 21-b Excavation in foundation of building bridge &

other structures i/c dagbelling, dressing

refilling around with excavated earth

watering and ramming lead upto one chain.

100 ft and lift upto 5ft in ordinary soil. 439.87 1000 Cft 5995.45

14 10 3 Providing, laying, watering and ramming

brick ballast 1½" to 2"(40 mm to 50 mm)

gauge mixed with 25% sand, for floor

foundation, complete in all respects. 66.00 100 Cft 4075.00

15 7 4-b Pacca brick work in (1:5) cement mortor in

foundation and plinth And foundation.

344.00 100 Cft 18709.5

16 6 33-a-i P/L damp proof course of cement concrete

1;2:4 i/c bitumen coating 1-1/2 “ thick with

one coat of bitumen + 1 coat of polythene

sheet 47.84 100 Sft 4330.25

17 7 5-i Pacca brick work in ground floor cement,

sand mortar 1:5 cement snad mortor in

ground floor. 450.80 100 Cft 19882.7

18 7 30 Supplying and filling sand under floor or

plugging in well. 135.00 100 Cft 1676.70

19 11 9-b Cement plaster 1:3 up to 20 ft height

b) ½ “ thick 687.00 100 Sft 2046.90

20 10 15-c P/L topping of cement concrete 1:2:4 i/c

surface finishing and dividing in panels 1-

1/2 “thick. 144.00 100 Sft 3652.6

21 6 6-a-i Providing and laying reinforced cement

concrete (including prestressed concrete),

using coarse sand and screened graded and

washed aggregate, in required shape and

design, including forms, moulds, shuttering,

lifting, compacting, curing, rendering and

finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its

fabrication and placing in position, etc.):- (a)

(i) 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:- (3) (c) Type C

(nominal mix 1: 2: 4).

98.50 1 Cft 342.20

22 6 9-b Fabrication of mild steel reinforcement for

cement concrete including cutting bending

laying in position making joints and fastening

including cost of binding wire and labor

charges for binding of steel reinforcement

(also include removal of rust from bars)302.14 100 Kg 10723.45

23 25 31 Making and fixing steel grouted door with

1/16” thick sheeting i/c angle iron frame

2”x2”x3/8” and ¾” square bars 4” C/C with

locking arrangement. 28.00 1 Sft 869.15

24 25 41-b-iii P/f steel window with open able glazed

panels using 3mm glass beam section for

frame 1 ½ “ x1”x5/8”x1/8” Z-section for

leaves3/4” x1”x3/4” x1/8” T-Section sashes.

1”x1”x1/8” with glass panes, wooden screed

for glazing embedded over a thin layer of

putty duly screwed with leaves brass fittings,

holdfast, dulky painted, complete in all

respects, as per approved design and as

directed by the Engineer In charge.

32.00 1 Sft 398.9

PUMP HOUSE 12'X12' = 01 No.

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

25 12 54 P/F M.S flat ½”x1/8” grill i/c ¾” x1/8” MS flat

frame in windows of approved design i/c

painting three coats complete in all respect.32.00 1 Sft 191.35

26 11 18-a Cement pointing 1:2 struck joints on walls

upto 20 ft height 779.00 100 Sft 1848

27 9 5 Single layer of tiles 9”x4 ½ “x1-1/2 laidOver 4” earth and 1” mud plaster without

Bhoosa grouted with cement sand 1;3 on

top of R.C roof slab providing with 34 lbs

bitumen coating sand blinded. 144.00 100 Sft 6131.15

28 11 25-a-iii white washing 3-coats on wall720.00 100 Sft 262.55

29 9 14 Khassi parnala in cement sand mortor 1 :2

outside 12 “ width finished smooth with a

floating coat of neat cement. 14 Rft

14.00 1 Rft 94.55

30 9 16 Bottom khurahs of brick masonry in cement

sand mortar 1 :6 4ft x2ft x4 ½ over 3”cement concrete 1:4:8 2.00 1 Each 819.9

31 7 5-i Pacca brick work in ground floor cement,

sand mortar 1:5 cement snad mortor in

ground floor. 13.13 100 Cft 19882.7

32 10 3 Providing, laying, watering and ramming

brick ballast 1½" to 2"(40 mm to 50 mm)

gauge mixed with 25% sand, for floor

foundation, complete in all respects. 77.63 100 Cft 4075.00

33 10 9 Brick on edge flooring laid in 1;6 cement

sand mortar over a bed of ¾” C.S mortar

1;6 207.00 100 Sft 8101.50

34

4 19-c Dismantling cement concrete 1:2:4 plain 6923.4 100 Cft 6249.4

35

4 19-d

Dismantling cement concrete with brick

aggregate. 6923.4 100 Cft 1704.4

36

4 45 Dismantling and removing road metalling 1000 100 Cft 1136.25

37 3 44 Excavation of trenches in all kinds of soil,

except cutting rock, for watersupply pipelines

upto 5 ft. (1.5 m) depth from ground level,

including trimming, dressing sides, leveling

the beds of trenches to correct grade and

cutting pits for joints, etc. complete in all

respects.140896.00 1000 Cft 4271

Providing / laying cutting jointing testing and

defiling P.V.C pipe line of BSS class B

working pressure pipe in trenches complete

in

3 ” i/d 20191.00 1 Rft 105.95

4 ” i/d 1250.00 1 Rft 158.95

6 ” i/d 1750.00 1 Rft 305.90

23 22 Providing, laying, cutting, jointing and

disinfecting G.I pipeline in trenches, with

socket joints, using G.I pipes of B.S.S 1387-

1967 complete in all respect with specials

and valves. Medium Quality4" i/d 50.00 1 Rft 572.95

Providing and installing P.V.C. tees, of

B.S.S. Class `B' working pressure:-

3”i/d = 45.00 1 Each 622.30

4”i/d = 10.00 1 Each 1099.40

6”i/d = 2.00 1 Each 2164.05

Providing and installing P.V.C. bends, of

B.S.S. Class `B' working pressure:-3”i/d = 40.00 1 Each 220.85

4”i/d = 7.00 1 Each 377.70

6”i/d = 3.00 1 Each 907.90

RISING MAIN / DISTRIBUTION SYSTEM

37-i-

a,b,c

26

2341

40

23

23 38-i-

a,b,c

38

39

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

42 23 34-a Providing and fitting C.I. flanged on pipe i/c

turning, threading, facing and fitting, etc

complete in all respects:- 3" to 6"

39.44 1 Kg 112.25

Providing and installing PVC Tapper core

BSS Class “B” working pressure.3”i/d = 4.00 1 Each 136.85

4”i/d = 6.00 1 Each 161.70

6”i/d = 2.00 1 Each 220.30

Providing and fixing sluice valve of B.S.S.

quality and weight, Class `B', for cast iron

pipe line, and Asbestos cement pipe line

(including cost of jointing material):-3”i/d = 2.00 1 Each 6722.60

4”i/d = 1.00 1 Each 7910.85

45 23 13-i Providing and installing PVC Bail / End plug,

in tubewell bore hole, BSS class B working

pressure.

3”i/d = 25.00 1 Each 63.70

46 23 33-b Providing fixing air valve 2 ½' dia of B.S.S

quality and weight complete with jointing

material (Double) 1.00 1 Each 7625.6

47 3 13-a Rehandling of Earth work lead upto single

throw of kassi phora shwal etc

112717.00 1000 Cft 1988.45

48 6 3-f Cement concrete brick or stone ballast 1-1/2

to 2" gauge in foundation and plinth 1: 7:20

6923.00 100 Cft 9098.10

49 6 5-f Cement concrete plain including pacing,

compacting, finishing and curing complete

(including screening and washing of stone

aggregate). (f) Ratio 1:2:4

6923.00 100 Cft 21724.80

50

1 1 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.(upto

180 Km) 6092.24 100 Cft 4135.15

51

22 1-a-i-ii Excavation of well in dry upto 20'(6 metre)

below ground level, and disposal of soil

within one chain (30 metre) a) in ordinary soil

or sand :- i) from 0' to 5' (o to 1.5 m) depth1492.00 1000 Cft 4221.20

52

6 5-i Cement concrete plain including placing,



aggregate): (i) Ratio 1: 4: 8 159.37 100 Cft 17001.60

53

6 6-a-ii-

5-a-i-3-

c

Providing and laying reinforced cement








fabrication and placing in position, etc.):-

(a)(ii) Reinforced cement concrete in slab of

rafts / strip foundation, base slab of column

and retaining walls; etc and other structural

members other than those mentioned in 5(a)

(i) above not requiring form work (i.e.

horizental shuttering) complete in all

respects:- (3) (c) Type C (nominal mix 1: 2:

4)351.00 1 Cft 251.00

40-i

23 30-a,b44

43

OVER HEAD RESERVOIR 10,000 GALLONS (01 Nos)

23

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

54

6 6-a-i-3-

c














situ, complete in all respects:- (3) (c) Type C

(nominal mix 1: 2: 4)588.25 1 Cft 298.10

55

6 6-a-i-2 Providing and laying reinforced cement













situ, complete in all respects:- (2) Type B

(nominal mix 1: 1½: 3)557.17 1 Cft 371.35

56

6 13-a Extra labour for laying concrete plain or

reinforced: (a) above 20' (6 m) upto 40'(12

m) height 169.95 100 Cft 2272.50

above 40' upto 50' height 356.53 100 Cft 3692.80

for every additional 10'(3 m) height. (50'-60'

ft) 84.97 100 Cft 5113.10

for every additional 10'(3 m) height. (60'-70'

ft) 285.61 100 Cft 6533.40

57

25 35 Providing and fixing terrace railing of 2" (50

mm) i/d doconduit pipe 16 SWG, welded with

5/8"x5/8" (16x16 mm) square bar 2.75 ft.

(838 mm) high fixed at 5" (125 mm) centre to

centre, in reinforced cement concrete slab

with suitable arrangement, complete in all

respects, as per design and drawing.239.00 1 Rft 591.75

58

23 36-g Providing, laying, cutting, jointing, testing

and disinfecting G.I. pipe line in trenches,

with flanged joints, using G.I. pipe of B.S.S.

1387-1967 complete in all respects,

including specials and valves:- i) G.I. flanged

joints (Heavy Quality).g) 8" i/d (200 mm)228.00 1 Rft 1344.90

59

23 30 Providing and fixing sluice valve of B.S.S.



(including cost of jointing material):- g) 8" i/d

(200 mm) 3.00 1 No 22875.95

607 4 Pacca brick work in foundation and plinth in:-

i) Cement, sand mortar:- Ratio 1:5 138.20 100 Cft 18709.50

61

10 9 Brick on edge flooring, laid in 1:6 cement

mortar, over a bed of ¾" (20 mm) thick

cement mortar 1:6. 112.00 100 Sft 8101.50

62

6 28 Providing embeding 10" (250 mm) wide ¼"

(6 mm) thick rubber water stopper in

expansion joints of R.C.C. roof slab

complete in all respects. 52.00 1 Rft 68.05

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

63

21 15-A Providing and fixing 6" thick R.C.C. manhole

cover with tee shaped C.I. frame of 22" I/d

(frame weighing 37.324 Kg. or one maund

as per Standard Drawing STD/PD No. 6, of

1977, complete in all respect.2.00 1

Per

Set 7094.35

64

6 9-b Fabrication of mild steel reinforcement for

cement concrete, including cutting, bending,

laying in position, making joints

5435.00 100 Kg 10723.45

65

10 21 13/8"(35 mm) thick mosaic flooring,

consisting of 3/8"(10 mm) mosaic topping of

one part of cement and marble powder in the

ratio of 3:1 and two parts of marble chips,

laid over 1"(25 mm) thick flooring of 1:2:4

cement concrete including rubbing and

polishing complete :- 177.00 100 Sft 9632.15

66

10 39 Mosaic dado or skirting with one part of

cement and marble powder in the ratio of 3:1

and two parts of marble chips, laid over

½"(13 mm) thick cement plaster 1:3,

including rubbing and polishing, complete

with finishing: (b) using white cement : ii)

½"(13 mm) thick 518.00 100 Sft 10065.35

67

1 1 Carriage of 100 Cft. (2.83 cu.m) of all




other means owned by the contractor.(upto

180 Km) 1316.84 100 Cft 4135.15

68

23 28-b Providing and fixing cast iron special of

B.S.S. Class `B' (such as bend, tee cross

collar, reducer, tail piece, flanged spigot,

cap, flanged socket, taper, angle branch,

plug etc.) for cast iron pipe line , complete:-

b) C.I. flanged specials, with flanged and

flanged joints:- ii) 8" to 12" (200 to 300 mm)

i/d 462.71 1 Kg 110.75

69 3 21-b Excavation in foundation of building bridges

and other structures including dagbelling

dressing refilling around structured earth

watering and ramming lead upto one chain

(30m) and lift upto 5 ft (1.5m) b) in ordinary

soil 400.00 1000 Cft 5995.45

70 6 3-d Cement concrete brick or stone ballast 1 ½ "

to 2" (40 mm to 50 mm) gauge in foundation

and plinth. (1:6:12) 33.00 100 Cft 10432.25

71 7 5-i Pacca brick work in foundation and plinth in

cement sand mortor ratio (1:5). 167.41 100 Cft 18709.50

72 6 5-f Cement concrete plain including placing

compacting finishing and curing complete


aggregate).Ratio (1:2:4)

9.00 100 Cft 21724.80

73 11 8-b Cement plaster 1:3 upt 20' height ½" thick

Inside. 156.00 100 Sft 1813.80

74 6 6-a-ii Providing laying R.C.C (1:2:4) for roof slab.

30.38 1 Cft 251.00

CONSTT: OF SLUICE VALVE / AIR VALVE CHAMBER 3'X3' (04

Nos)

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

75 6 9-b Fabrication of mild steel reinforcement

cement concrete i/c cutting, bending in

position (deformed bars). 93.03 100 Kg 10723.45

76 3 21-b 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) b) in ordinary soil. 174.23 1000 Cft 5995.45



and plinth. (1:6:12) 16.59 100 Cft 10432.25

78 7 4-i Pacca brick work in foundation and plinth in:-

i) Cement, sand mortar:- Ratio 1:5

36.71 100 Cft 18709.50

79 7 10 Extra for pacca brick work in steining of wells

or any other circular masonry.

36.71 100 Cft 1540.55





6.18 100 Cft 21724.80

81 21 15-A Providing and fixing 6" thick R.C.C. manhole

cover with tee shaped C.I. frame of 22" I/d

(frame weighing 37.324 Kg. or one maund

as per Standard Drawing STD/PD No. 6, of

1977, complete in all respect.

1.00 1 Per Set 7094.35

82 11 7-b Cement plaster 1:2 upto 20' (6.00 m) height:-

b) ½" (13 mm) thick 42.29 100 Sft 2046.90

83 3 21-b 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) b) in ordinary soil. 87.50 1000 Cft 5995.45



and plinth. (1:6:12) 33.18 100 Cft 10432.25



26.25 100 Cft 18709.50





5.06 100 Cft 21724.80

87 11 9 Cement plaster 1:4 upto 20' (6.00 m) height:-

b) ½" (13 mm) thick

30.00 100 Sft 2046.90

88 23 30 Providing and fixing sluice valve of B.S.S.



(including cost of jointing material):- a) 3" i/d

(75 mm)

1.00 1 Each 6722.60

89 23 22 Providing, laying, cutting, jointing, testing

and disinfecting G.I. pipeline in trenches,

with socket joints, using G.I. pipes of B.S.S.

1387-1967 complete in all respects, with

specials and valves. h) 3" i/d (75 mm)

4.05mm thick 12.00 1 Rft 403.15

CONSTT: OF SLUICE VALVE / AIR VALVE CHAMBER 3'X3'

(1 Nos) For OHR

CONSTT: OF Washout Arrangement with Chamber (1

Nos) For OHR

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

90 23 28 Providing and fixing cast iron special of

B.S.S. Class `B' (such as bend, tee cross

collar, reducer, tail piece, flanged spigot,

cap, flanged socket, taper, angle branch,

plug etc.) for cast iron pipe line , complete:-

b) C.I. flanged specials, with flang i) 3" to 6"

(75 to 150 mm) i/d

14.97 1 Kg 107.70

91 4 29 Dismantling brick or flagged flooring without

concrete foundation. 52012.00 100 Sft 482.90

92 3 1+17-

a-b-

c+24-c

Filling, watering and ramming earth under

floors:- Earth work excavation undressed

lead upto a single throw of Kassi, Phaorah or

shavel:- b) In ordinary soil Compaction of

Earth work (soft, ordinary and hard soil) :- c)

Ramming earthwork (all types of soil).

Transportation of earth all types when the

total distance, including the lead covered in

the item of work, is more than 1000ft

(300m).(upto one mile)


b) for every 330 ft (100m) additional lead pr

part thereof beyond ¼ mile (400 m) upto one

mile. (1.6 Km).36379.40 1000 Cft 6336.60

93 6 3-f Cement concrete brick or stone ballast 1-1/2

to 2" gauge in foundation and plinth 1: 7:20 27621.20 100 Cft 9098.10

94 6 5-f Cement concrete plain including pacing,



aggregate). (f) Ration 1:2:4 27621.20 100 Cft 21724.80

95 6 6-a-3-

c









fabrication and placing in position, etc.):-

(a)(ii) Reinforced cement concrete in slab of

rafts / strip foundation, base slab of column

and retaining walls; etc and other structural

members other than those mentioned in 5(a)

(i) above not requiring form work (i.e.

horizental shuttering) complete in all

respects:- (3) Type C (nominal mix 1: 2: 4)115.34 1 Cft 251.00

96 6 9-b 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)353.23 100 Kg 10723.45

97 1 1 Carriage of 100 Cft. (2.83 cu.m) of all




other means owned by the contractor. (upto

180 Km) 24408.15 100 Cft 4135.15

98 3 10-i Earthwork excavation in irrigation channels,

drains, etc. to designed section, grades and

profiles, excavated material disposed off and

dressed within 50 ft. (15 m) lead:- i) ordinary6117.26 1000 Cft 4565.10

99 6 3-b Cement concrete brick or stone ballast 1-1/2

to 2" gauge in foundation and plinth 1: 6:12 3609.00 100 Cft 10432.25



2706.00 100 Cft 18709.50

DRAINAGE PORTION

PCC / Soling Street Pavement

Surface Drain Type-I

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

101 20 1-b-ii Tega formed of pacca brick on end, laid in

and over cement sand mortar projecting to a

height of not more than 6" (150 mm) top of

drain along the property side where required,

laid to lines, grades, slopes and shape

according to the Engineer's drawing:- ratio

1:5, 4 ½ “thick (113 mm) 9624.00 100 Rft 5748.50

102 20 3-b Pacca brick on edge, laid in reimbursement,

in cement, sand mortar, on sides of drains

and on other works where required. All joints

to be completely filled and struck flush:- b)

ratio 1:5 10827.00 100 Sft 8223.60

103 20 6-a Constructing Punjab Standard Drains of

cement concrete 1:2½:5 with cement

concrete bedding ratio 1:6:12, complete, laid

to lines, grades, slopes and shapes,

rendering exposed surface of concrete with

1:1 cement, sand mortar, ¼” (6mm) thick, as

per Engineer’s drawing (excluding

excavation) Drain type-I 12030.00 1 Rft 101.70

104

2 1 Job 1000

105

3 1 Job 8000

106

64.00 1 Rft 2200.00

107

70.00 1 Cft 210.00

108

1 1 Job 1000

109

1 1 Job 35000

110

1 1 Job 1500

111

1 1 Job 9000

112

14 1 Rft 500

113

1 1 Each 3000

Providing and fixing 1/2" thick M.S Cap for 12" i/d housing pipe

jointing with M.S. heavy pipe by means of welding & hinges

with lock and locking arrangements complete in all respect to

the entire satisfaction of the Enigneer in charge..

Providing and fixing suspension clamp for 12" I/d housing pipe

clamp will be made of 4" wire 1/2" thick 4' long M.S flate iron

with 4 Nos. Nuts and bolts completewith PCC 1:2:4 blcok of

4x4x2 size complete in all respect to the entire satisfaction of

the Enigneer in charge.

Providing and installing, fiber glas FRP strainer in tubewell

bore hole, including socket, special sockets, special socket

studs, integrat sockets, nylon locking straps joints to join the

strainer with M.S blind pipe complete in all respect to the

entire satisfaction of the Engineer in charge. 10" i/d 1/4"

(6mm) thick.

Providing sanitary seal 1:2 cement sand morter in bore hole &

plug the tope water layer of water complete in all respect to the

entire satisfaction of engineer encharge.

Prividing placing puddle seal / mud between sanitary seal and

shrouding 6' long.

PUMP HOUSE 12'X12'

TUBE WELL BORING CONVERSION

NON-STANDARDIZED ITEMS

Provision made for electric well logging from the expert form

complete in all respect.

Conducting ERS (electric resistivity survey) and report on

hydrogeological aspects of tubewell, location, at least 3 No.s

probes, also i/c transportation of surveying pary, etc.

P/Fixing R.S joists 8’’x 4” best quality pak Made. 14 lbs/Rft

Provision for electric fitting/ ceiling fan 56’’ Size etc. complete

(N.S)

WATER SUPPLY PORTION

Trial Bore and Investigation = 01 No.

Provision for laboratory fee for samples analysis i/c traveling &

transportation charges.

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

114

Pumping Machinery 0.50 Cusec 01.Set

d) S/F iron clad 3-phase main switch china/fico 0-500 volts100

Amp (1- No).

e) S/F phase indicator i/c cost of brass holder bulb 0 watt and

its wiring complete in all respect. (1- No).

b) S/F star delta starter complete ASD 40 i/c circuit breaker

etc. 1- No.

c) S/F metallic board 4’ x 3’ made of 1/16” thick M.S sheet with

1½" x 1½" x3/16” angle iron frame grouted on the wall of pump

house and duly painted in smoke colour (1 No).

Supplying of tool kit comprising of one china spanner set,

one china screw wrench, of 12” size one china insulated

pliers 8” size and one china screw driver set, one grease

gun etc. (1- set)

f) S/F Volt meter 0-500 volts 100 amp. China made. (3- No).

g)S/F ampere meter 0-100 Amp china made. (3- No).

h) S/F power wiring of 19/0.064 PVC sheeted insulated wire

From energy meter to main switch to starter in flexible PVC

pipe in suitable diameter with brass and connector (1 Job).

i) S/F Kit kat fuses 0 to 500 volts on board china made (3- No).

j) S/F power feeder from starter to motor with suitable

diameter G.I medium quality with flexible PVC pipe motor and

starter ends along with brass end connectors i/c cost of power

wire single core suitable size, electric pole to main switch. (1

Job).

k) Earthing of motor and other equipment with G.I wire No.8

SWG in G.I pipe ½’’ dia recessed or on surface of wall and

floor complete 1.50 meter below SSWL with minimum 5 meter

depth and 2 meter away from the plinth of pump house

complete in all respect. (1 Job).

l) S/F C.I flanged specials of BSS quality required deliveryends

jointing with rising main complete in all respect. (1 Job).

m) S/F base plate of 1/2" thick of suitable size properly

grouted in foundation i/c nuts and bolts complete in all respect.

(1 Job).

o) S/F of 8" i/d C.I non return valve BSS of delivery ends. (1

No).

p) S/F of sluice valve 6" i/d as per BSS of delivery end

complete in all respect. (1 No).

q) P/F in position pressure gauge o to 150 lbs (1 No).

Supply, installation and testing of vertical turbine pumping unit

made (Approved Manufacturers of HUD & PHE Deptt:)

capable to give a discharge of 0.50 cusec of Clear water

against a total dynamic head of 200 feet with 120 feet column

pipe directly coupled with vertical 3 phase 20 BHP electric

motor (Siemens, Nueman) 380/440 volt with following

technical data and accessories complete in all respect.

Technical Data.

a) Type Vertical turbine pump

b) Discharge 0.50 Cusec

c) Head 200 feet

d) Motor 20 BHP

e) Column Pipe 120 feet

Accessories

n) PCC 1:2:4 foundation of pump & motor asper

manufacturer's specification with stainless steel nuts and bolts

complete in all respect. (1 Job).

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

1 1 Set 1850000

115

1 1 Set 8500

116

1 1 Each 55000

117

6923.4 1 Cft 70.00

118 2 1 No 500.00

1 1 No 360.00

5 1 No 350.00

119

1 1 P.Job 40000.00 40000

120

1 1 P.Job 50000

1211 1 P.Set. 40000

122

1 1 P.Set. 25000

1231 1 P.Job 5000

4"x3"

6"x3"

Hypochlorinator

Note. (i) The rate of pumping machinery is only for estimation

purposes and is based on KSB pump manufacturere rates.

However Engineer in charge will percure the pumping set from

the approved pumps manufaturer after competative bidding.

(ii) Contractor has to mention the Name of Manufacturer and

the payment will be made accordingly.

P/F Chain pully block 3- ton capacity with 5 meter chain i/c

wire roop & U- nut complete in all respects.(1 Nos)

RISING MAIN/DISTRIBUTION SYSTEM

PCC cutting with machinery cutter with POL charges labour

charges pay of operator complete in all respect to the entire

satisfaction of engineer-in-charge.

OVER HEAD RESERVOIR 100,000, GALLONS (01 Nos)

Structural Design for OHR including soil investigation Study for

determining the safe bearing capasity and foundation depth.

The design should safe be against wind pressure and seismic

forces specified / expected for the area in in which OHR is to

be constructed. a) soil investigation including travelling,

sampling, testing report.

b) Structual drawing and design detailing. (Note) These

calculations are for typical design, actual will be adopted for

execution and payment depending upon the bearing capacity

ascertained and design approved by competent authority.

Providing and fixing PVC reducer/bushers. 6"x4"

Providing fixing & testing of Electormagnetic Solenoid driven

Hypochlorinator / dosing pump( chemical metering pump)

USA / UK /GERMANY / ITALY, capacity 7 litres/hrs @ 8 bar

pressure IP65, Glass pyrex pump head, ball check valves, with

spring respect for Chlorination purpose. The manufacturer

should be ISO 9001-2000 certified injection fittings, valves

brackets etc. complete.

w) Supplying of test report from GEPCO (WAPDA) by the

approved contractor a to w, complete in all respect.

r) Internal electrification of pump house with 16 mm dia PVC

pipe with 250/440 volts PVC insulated 3-10.029” wire, 3 No.

round block swal wood one swan wood board of 12” x 14” size

one 9” long swan neck plain brass / steel oxidized (lamp

holder on wall type/ poletype) with brass holder water tight

reflector with brass holder, 2 No. tube light 40 watts on two

pins socket 10/15 ampere and one set earthing as standard

specification etc. complete in all respect. (1 Job).

s) S/F delivery pipe 6” i/d (C.I pipe for pump i/c connection

with rising main as per required complete in all respect 1- Job

t) S/F 2 ½ “ i/d air valve ( double acting) 1- Job

u) S/F Bulk water meter kent / equelent make 1- Job

v) Motor cable and control shall be improved as recommended

by the manufacturer (1 Job).

Panting of steel worn with water resisting paint on single coat

of red lead primer

Providing fixing on top of tank slab two No. red air warning

lights with necessary wiring in 3.029 electric cable encased in

3/4" i/d PVC conduit pipe fixed on tank pillars walls under

floorfrom air warning lights to ground level necessar control

switches and connection there of with exsting electric point

complete I/c testing and connections.

Providing and fixing float system and water level indicator

guage.

Qty

Ch.No.Item

No. Estimated

Rates

Rate to be

quoted by the

Contractor

Sr.N


Unit

124

37.5 1 P.Kg 1000

125

1 1 Each 2000

1264.00 1 Each 1000.00

127

1.00 1 Each 18000.00

128

153352.18 1000 No.s 4000.00

7572.95 100 Cft 2000.00

CONDITIONS.

1

2

3

4

5

6

7

8

9

10

Contractor Executive Engineer

Public Health Engineering Divison

Gujrat


website by finance department during (MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017)

DISTRICT GUJRAT) and decision of the competent authority will be final and binding upon the contractor.


requirements of contract agreement to the entire satisfaction of the engineer-in-charge will be exclusive

responsibility of the contractor.All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement

and binding upon the contractor.

As per Govt: of the Punjab Finance Department notification No.RO(Tech)FDI-2/83(VI)(P) dated Lahore the 6th April

2005 in case of the total tender amount is less than 5% of the approved estimated / DNIT amounts, the lowest

bidder will have to deposit additional performance security from the schedule bank equal to tender amount below

estimated cost within 15 days of issuance of notice or within expiry period of the bid whichever is earlier.


Work must be started at site within fortnight from the issuance of acceptance letter, otherwise it will be

considered as rescinded automatically.

Any item of work not included in this bid but during execution actually required to be executed at site will be paid

after approval by the competent authority.

Providing fixing C.I surface box 6"x6” size ½” thick wall with

lock arrangment.

The work should be executed in accordance with the availability of funds as required under rule 2.82 of B&R

Code, the department will not accept any other reason what so ever related for completion of work.

CONSTT: OF Washout Arrangement with Chamber

(1 Nos) For OHR




Sluice Valve Chamber 3.00' x 3.00'


Lightening conductor 1" x 1/8" copper strip to earthing point

30ft from tank including earthing. Including manhole

excavation & refilling & cost of chamber

Brick Bats


DRAINAGE PORTION

Providing assembling and fixing sign board size 4’ x 4’ made

of 3” i/d G.I pipe medium quality for two legs and frame 30-Rft

i/c cutting welding of M.S sheet 16 SWG according to standard

design / drawing as well as requirement of Engineer-in-Charge

including cost of painting, lettering on both side upto 300

letters in Urdu or English with enamel paint 3 coats i/c painting

of monogram of Government of the Punjab etc. Rate also


1.5’x1.5’x2’ and providing laying P.C.C (1:2:4) 1.5’x1.5’x3’ for

foundation (1' above from graund level) and carriage charges

from work shop to site of work complete in all respect to the

entire satisfaction of the Engineer-in-charge.


Providing and fixing MS Manhole cover made of angle iron

size 2in x 2in x 1/4in thich with MS Sheet cover 1/8 in thick

nderneath cross strips including cost of hinges, key and

locking arrangement with painting padlock complete 3ft x 3ft

Size.

110.210 Million Earnest Money: 2.204 Million Time Limits :( 2.Year)

Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount

SUB WORK NO.II WATER SUPPLY

Direct rotary / reverse rotary drilling of bore for

Tubewells, in all types of soil except shingle, gravel and

rock. a) From ground level to 250 ft (75m) below level.

15" i/d to 18" i/d = 500 P.Rft 398.35 199175 99588

b) Exceeding 250 ft (75m) depth below ground level. 15"

i/d to 18" i/d 500 P.Rft 398.35 199175 99588

2 23 7

Providing stong sustatainilly built box of deodar wood

4x21/2x9" with compartment look and lacking

arrangement for preserving camplce of sarts from bore

hole 2 Each 11247.85 22496 11248

3 23 8Furnishing samples of water from bore hole (per set of

two bottles). 4 Each 169.20 677 339

4 23 10-hProviding and installing M.S. Bail plug in tubewell bore

hole. 10" i/d, 2 ft. (250 mm i/d 600 mm) long. 2 Each 3066.75 6134 3067

5 23 9-i

Providing and installing, brass strainer in tubewell bore

hole, including sockets, special sockets, studs, etc

complete:- 10" i/d, 3/16" (250 mm i/d 5 mm) thick 128 P.Rft 2676.70 342618 171309

P/I M.S. blind pipe socket/welded joints M.S.reducer

(where necessary) in tube well bore hole including

jointing welding with strainer etc: complete.

10" i/d, ¼" (250 mm i/d 6 mm) thick 632 P.Rft 1879.95 1188128 594064

12" i/d, ¼" (250 mm i/d 6 mm) thick 240 P.Rft 2214.10 531384 265692

7 23 18Shrouding with graded pea gravel 3/8” to 1/8” dia around tubewell in bore hole around 12” i/d 998.54 P.Cft 76.50 76388 38194

Discription of ItemsESTIMATED COST

1 23 5-a-b

Ch

ap

ter

No

Ite

m N

o.

6 23 14-i-j

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August

2014 to 31st January

2015)

RATES QUOTED BY THE CONTRACTORS

COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 31-12-2014 FOR SEWERAGE AND WATER SUPPLY TANK FOR BHIKI SHARIF TEHSIL & DISTRICT MANDI

BAHAUDDIN.

(Test boring & its Conversion, if successful Const: of pump house, O.H.R 30000 Glns capacity P/L of 3" i/d to 10" i/d PVC/G.I pipe and Construction of Sullage Carrier / Drainage System Brick Pavement P.C.C

with allied work)

MRS B-I ANNUAL PERIOD 1st August 2014 to 31 January 2015

Tube Well Boring & its Conversion = 2No.

Approximate Cost:

Executive Engineer Superintending Engineer......



Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


8 23 16-c

Providing and installing P.V.C. blind pipe, B.S.S. Class

`D', in tubewell bore hole, including sockets and solvents

and jointing with strainer, etc. complete. 2" i/d (50 mm) 284 Rft 88.25 25063 12532

9 23 17(i)Testing and developing of tubewell of size 6" (150 mm)

i/d and above continuously. upto 1.5 cs. Discharge 144 P.Hours 1096.55 157903 78952

10 3 21-b

Excavation in foundation of building bridge & other

structures i/c dagbelling, dressing refilling around with

excavated earth watering and ramming lead upto one

chain. 100 ft and lift upto 5ft in ordinary soil. 880 %oCft 3833.30 3373 1687

11 6 3-dCement concrete brick or stone ballast 1.5” to 2” gauge in foundation and plinth ratio 1:6:12 293.26 P%Cft 8420.55 24694 12347

12 7 4-bPacca brick work in (1:5) cement mortor in foundation

and plinth And foundation. 688.50 P%Cft 16142.65 111142 55571

13 6 33-a-i

P/L damp proof course of cement concrete 1;2:4 i/c

bitumen coating 1-1/2 “ thick with one coat of bitumen + 1 coat of polythene sheet 114.76 P%Sft 4036.55 4632 2316

14 7 5-iPacca brick work in ground floor cement, sand mortar

1:5 cement snad mortor in ground floor. 912.38 P%Cft 16924.05 154412 77206

15 7 30 Supplying and filling sand under floor or plugging in well. 270.28 P%Cft 1231.80 3329 1665

16 11 8-bCement plaster 1:3 up to 20 ft height

b) ½ “ thick 1260 P%Sft 1379.70 17384 8692

17 10 15-cP/L topping of cement concrete 1:2:4 i/c surface finishing

and dividing in panels 1-1/2 “thick. 288 P%Sft 2973.65 8564 4282

SUB WORK NO.III PUMP HOUSE 12'X12' = 2No.




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


18 6 6-a-i


(including prestressed concrete), using coarse sand and

screened graded and washed aggregate, in required

shape and design, including forms, moulds, shuttering,

lifting, compacting, curing, rendering and finishing

exposed surface, complete (but excluding the cost of

steel reinforcement, its fabrication and placing in

position, etc.):- (a) (i) Reinforced cement concrete in


structural members laid in situ or precast laid in position,

or prestressed members cast in situ, complete in all

respects:- (3) (c) Type C (nominal mix 1: 2: 4). 198.562 P.Cft 291.40 57861 28931

19 6 9-b


concrete including cutting bending laying in position

making joints and fastening including cost of binding

wire and labor charges for binding of steel reinforcement

(also include removal of rust from bars) 608.12 P%KG 11402.05 69338 34669

20 25 31

Making and fixing steel grouted door with 1/16” thick sheeting i/c angle iron frame 2”x2”x3/8” and ¾” square bars 4” C/C with locking arrangement. 56 P.Sft 848.95 47541 23771

21 25 41-b-iii

P/f steel window with open able glazed panels using

3mm glass beam section for frame 1 ½ “ x1”x5/8”x1/8” Z-section for leaves3/4” x1”x3/4” x1/8” T-Section sashes. 1”x1”x1/8” with glass panes, wooden screed for glazing embedded over a thin layer of putty duly screwed with

leaves brass fittings, holdfast, dulky painted, complete in

all respects, as per approved design and as directed by

the Engineer In charge.64 P.Sft 380.45 24349 12175

22 12 54

P/F M.S flat ½”x1/8” grill i/c ¾” x1/8” MS flat frame in windows of approved design i/c painting three coats

complete in all respect. 64 P.Sft 179.70 11501 5751

23 11 18-aCement pointing 1:2 struck joints on walls upto 20 ft

height 1506 P%Sft 1382.85 20826 10413




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


24 9 5

Single layer of tiles 9”x4 ½ “x1-1/2 laidOver 4” earth and 1” mud plaster without Bhoosa grouted with cement sand 1;3 on top of R.C roof slab

providing with 34 lbs bitumen coating sand blinded. 288 P%Sft 6097.90 17562 8781

25 11 25-a-iii white washing 3-coats on wall 1440 P%Sft 175.45 2526 1263

26 9 14

Khassi parnala in cement sand mortor 1 :2 outside 12 “ width finished smooth with a floating coat of neat

cement. 14 Rft 28 P.Rft 70.35 1970 985

27 9 16Bottom khurahs of brick masonry in cement sand mortar

1 :6 4ft x2ft x4 ½ over 3” cement concrete 1:4:84 Each 698.75 2795 1398

28 10 3

Providing, laying, watering and ramming brick ballast

1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand,

for floor foundation, complete in all respects. 89.23 P%Cft 3047.95 2720 1360

29 10 9Brick on edge flooring laid in 1;6 cement sand mortar

over a bed of ¾” C.S mortar 1;6 405 P%Sft 6857.20 27772 13886

SUB WORK No.VI RISING MAIN / DISTRIBUTION SYSTEM

30 4 45 Dismantling and removing of road matteling. 7585 P%Cft 728.65 55268

31 4 29Dismantling brick or flagged flooring without concrete

foundation. 2300 P%Sft 309.65 7122

32 3 44

Excavation of trenches in all kinds of soil, except cutting

rock, for watersupply pipelines upto 5 ft. (1.5 m) depth

from ground level, including trimming, dressing sides,

leveling the beds of trenches to correct grade and cutting

pits for joints, etc. complete in all respects. 238265 P%oCft 2735.05 651667

Providing / laying cutting jointing testing and defiling

P.V.C pipe line of BSS class B working pressure pipe in

trenches complete in

3 ” i/d 35645 P.Rft 112.15 3997587

4 ” i/d 2525 P.Rft 168.90 426473

6 ” i/d 5115 P.Rft 326.10 1668002

8 ” i/d 2100 P.Rft 502.50 1055250

10 ” i/d 650 P.Rft 779.95 506968

33 23 26




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


34 23 28-b-ii

Providing and fixing cast iron special of B.S.S. Class `B'

(such as bend, tee cross collar, reducer, tail piece

flanged spigot, cap, flanged socket, taper, angle

branch,plug etc.) for cast iron pipe line , complete:- 2475.0 P.Kg 97.95 242426

Providing and installing P.V.C. bends, of B.S.S. Class

`B' working pressure:-

3”i/d = 60 Each 199.40 11964

4”i/d = 10 Each 352.25 3523

6”i/d = 10 Each 876.30 8763

Providing and installing P.V.C. tees, of B.S.S. Class `B'

working pressure:-

3”i/d = 94 Each 569.70 53552

4”i/d = 22 Each 1058.25 23282

6”i/d = 15 Each 2091.50 31373

Providing and fixing PVC tapered core BSS class “B” working pressure.

3”i/d = 28 Each 115.40 3231

4”i/d = 10 Each 141.05 1411

6”i/d = 6 Each 193.50 1161

8" i/d 92 Each 295.10 27149

10" i/d 17 Each 358.70 6098

38 23 13Providing and installing of PVC bail / end plug in

tubewell bore hole 3" i/d 90 Each 59.05 5315

Providing and fitting C.I. flanges on pipes, including

turning, threading, facing and fitting, etc. complete in all

respects:- 3" to 6" i/d

3" to 6" 132 P.Kg 99.60 13147

8" to 12" 785 P.Kg 90.50 71043

Providing and fixing sluice valve of BSS quality and

quality and weight for A.C and PVC pipe line with comet

joint and rubber complete i/c cost of joining material

3”i/d = 10 Each 6247.50 62475

4”i/d = 8 Each 7363.20 58906

35 23 37-i-a,b,c

36 23 38-i-a,b,c

37 2340-i-

a,b,d,e,f

39 23 34- a-b

40 2331-

a,b,d,e,f




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


6”i/d = 2 Each 12161.10 24322

8" i/d 8 Each 21538.95 172312

10" i/d 1 Each 27605.35 27605

41 23 33-bProviding fixing air valve 2 ½' dia of B.S.S quality and

weight complete with jointing material (Double) 4 Each 7420.85 29683

42 3 13-aRehandling of earth work lead up to single throw Kassi

Pora or showel taken 80% complete. 190612 P%oCft 910.80 173609

43 21 12-c

Restoration of metalled road, on laid service line,

including compaction:- Black Topped Road with two

coats of surfacing & 10"depth of stone metal, for sub

base & base. 7585 P%Sft 4390.25 333000

44 21 10Restoration of brick pavement on edge, over laid service

line, with 2" (50 mm) sand cushion under soling.2300 P%Sft 2596.40 59717

45 3 21-b

Excavation in foundation of building bridges and other

structures including dagbelling dressing refilling around

structured earth watering and ramming lead upto one

chain (30m) and lift upto 5 ft (1.5m) b) in ordinary soil 3300 P%oCft 3833.30 12650 383.33

46 6 3-dCement concrete brick or stone ballast 1 ½ " to 2" (40

mm to 50 mm) gauge in foundation and plinth. (1:6:12) 272.25 P%Cft 8420.55 22925 694.70

47 7 5-iPacca brick work in foundation and plinth in cement

sand mortor ratio (1:5). 1480.71 P%Cft 16924.05 250596 7593.82

48 6 5-f

Cement concrete plain including placing compacting

finishing and curing complete (including screening and

washing of stone aggregate).Ratio (1:2:4) 74.25 P%Cft 19236.35 14283 432.82

49 11 9-b Cement plaster 1:4 upt 20' height ½" thick Inside. 1485 P%Cft 1290.85 19169 580.88

50 6 6-a-ii Providing laying R.C.C (1:2:4) for roof slab. 332.34 P.Cft 220.95 73431 2225.18

51 6 9-bFabrication of mild steel reinforcement cement concrete

i/c cutting, bending in position (deformed bars).1017.72 P%Cft 11402.05 116041 3516.39

52 23 28-bProviding fixing C.I surface box 4”x4”x6” size ½” thick wall. 185.13 P.Kg 97.95 18133 549.48

CONSTT: OF SLUICE VALVE / AIR VALVE CHAMBER 3'X3' (33 Nos)




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


53 3 44

Excavation in trenches for water supply pipe line in all

kinds of soil except 5 ft. depth from ground level

including trimming dressing the sides the bed oftrenches

etc. comple in all respect. 6200 %o Cft 2735.05 16957 42.39

54 3 13.a

Back filling of trenches by rehandling of earth lead upto

a single throw of kassi phaorah compaction, ramming of

earth etc. complete in all respect. Assume 95% of the

excavation volum considered at item No.1 above. 6200 %o Cft 910.8 5647 14.12

55 3 44





56 3 13.a





57 3 44





58 3 13.a





59 3 21-b

Excavation in foundatio of building bridges and other

structure, including dag blling, dressing, refilling around

structure with excavated earth, watering and ramming

lead up to Horizental wall. 1584 %o Cft 3833.30 6072

60 6 3-dCement concrete brick or stone ballast ½" to 2" gauge

ratio (1:6:12) 396 %Cft 8420.55 33345

61 7 4Pacca brick work in cement sand mortar (1:5) in

foundation and plinth. 1061.04 % Cft 16142.65 171280

SUB WORK No.VIII CONSTRUCTION OF STAFF QUARTER.(1 Nos)

HOUSE CONNECTION ON 3" DIA PVC PPE. (400 No.)






Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


62 6 33(b)iProviding laying damp proof course of cement concrete

1:2:4 i/c bitument coating 1-1/2" thick with 2 coats of

bitumen 307.97 % Cft 4490.75 13830

Filling watering ramming earth under floor with surplus

earth from foundation 40% and with new earth

excavated from out side lead upto 1 chain. 622.47 %o Cft 3519.25 2191

with surplus earth. 1056 %o Cft 1829.50 1932

64 7 5-iPacca Brick work in ground floor cement sand mortar

ratio with 1:5 cement mortar. 1713.38 % Cft 16924.05 289973

65 7 7-iPacca brick work other then building upto 10'ft height

with cement sand mortar ratio 1:3 extra for pacca brick

work in steining of wells or any other circular masonry. 598.50 % Cft 16529.30 98928

66 6 6-a-i








position, etc.):- (a) (i) Reinforced cement concrete in


structural members laid in situ or precast laid in position,

or prestressed members cast in situ, complete in all

respects:- (3) (c) Type C (nominal mix 1: 2: 4). 451.38 P.Cft 291.40 131532

67 6 9 (b)


concrete including cutting bending laying in position

making joints and fastening including cost of binding

wire and labor charges for binding of steel reinforcement

(also include removal of rust from bars) 1382.40 P%Kg 11402.05 157622

68 25 44

Providing and fixing steel windows consisting of M.S box

section frame 2” x 1 ½”. (50 x 40mm) leaves frame 1 ½” x 1” (40 x 25mm) 60 P.Sft 478.95 28737

63 3 15-ii




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


69 13 48-i

Providing and fixing1-1/2" (40mm) thick deodar wood

panelled or panelled and glazed, doors and windows

with mild stell chowkat (frame) etc complete in all

respect (excluding sliding bolt or lock) with MS angle

iron 1-1/2" x1-1/2"x1/4" welded. 126.75 P.Sft 642.10 81386

70 13 5-c(i+ii)

Painting of new surface including preparing surface and

painting of doors and window any type including edges

two coats. 253.50 P%Sft 903.75 2291

71 11 9-b Cement plaster 1/2" thick ratio 1:4 up to 20ft height. 3361.00 P%Sft 1290.85 43385

72 11 18+31

Cement pointing struck joints ratio 1:2 up to 20'ft height

i/c extra cost of labour and material for red oxide

pigment in cement pointing to match with the colour of

bricks. 1814.00 P%Sft 1595.85 28949

73 11 25a-iii White washing a new surface three coats. 2973.00 P%Sft 175.45 5216

74 9 10-aEarth filling over roof with new earth brought out side i/c

watering ramming etc. 737 %Sft 742.05 5469

75 9 5

Single layer of tiles 9”x4½”x1½” (225x113x40 mm) laid over 4”(100 mm) earth and 1” (25 mm) mud plaster without Bhoosa, grouted wit 737 %Sft 6097.90 44942

76 9 14

Khassi parnalas in cement, sand mortar 1:2, 12”(300 mm) outside width finished smooth with a floating coat of

neat cement. 24 P.Rft 70.35 1688

77 9 15 Khuras on roof 2’x2’x6” (600 x 600 x 150 mm) 2 Each 376.35 753

78 9 16Bottom khurra of masonary in (1:2:6) cement mortar

4'x2' 4 1/2" over 3" concrete (1:4:8) 2 Each 698.75 1398

79 6 3-dCement concrete brick or stone ballast 1-1/2" to 2" in

foundation and plinth (1:6:12). 419.75 % Cft 8420.55 35345

80 10 15-i

Providing and laying topping of cement concrete 1:2:4,

including surface finishing and dividing in panels 3” thick. 1680 %Sft 5166.7 86801

81 10 42-aProviding and fixing marble strip of any shade for

dividing the mosaic flooring into panels) Size 1½” x 3/8” (40 x 10 mm) 500 P.Rft 6.60 3300

82 24 34 Supply and erection of 3 pin. 5 Amp wall socket. 5 Each 49.55 248




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


83 24 36-iiSupply and erection of 3 pin switch and plug combined,

recessed type. 10/15 Amp 4 Each 88.25 353

84 24 48

Supply and erection of roof suspension hook of M.S

plate 75x40x12.7mm (3”x1½”x½”) with 16 mm (5/8”) hook complete with bolts, nuts 5 Each 481.10 2406

85 24 31 Supply and erection of switches 5 Amp piano type. 35 Each 28.70 1005

86 24 26

Supply and erection of wall type/pole type bracket, with

double cover water tight reflector, flexible wire and brass

bolder. 4 Each 407.55 1630

Supply and erection of PVC pipe for wiring recessed in

walls, including inspection boxes, pull boxes, hooks,

cutting jharries,

12mm 300 P.Rft 26.25 7875

20mm 300 P.Rft 29.85 8955

Supply and erection of single core PVC insulated copper

conductor cables, in prelaid PVC pipe/M.S. conduit/G.I

pipe/wooden strip batten/wooden casing an capping/G.I.

wire/trenches (rate for cables only):- 250/440 volts, PVC

insulated:

(3/0.029”) 1500 P.Rft 9.45 14175

7/0.29 600 P.Rft 13.60 8160

7/036 200 P.Rft 20.15 4030

89 24 13-a (vi)

Supply and erection of copper conductor cables for

service connection in prelaid pipe/G.I wire/Trenches etc

(rate forceable only) PVC insulated, PVC sheathed twin

core. 250/440 volts. 7/064 80 P.Rft 129.10 10328

90 24 43-ii

Supply and erection of tube light, including rod, choke,

starter with frame, flexible wire, including connection

from ceiling rose, etc., complete. With one choke and

one starter. 3 Each 589.30 1768

91 24 29Supply and erection of bell push or bed switch, with 5

meter twin flexible wire 23/0.0076”.. 2 Each 203.95 408

87 24 3

88 24 10-a-i-iii-iv




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


92 24 54

Supply and erection of house service pipe Henley (G.I.

pipe water quality) or pole type, 50 mm (2”) dia, erected to install insulated overhead line, include shackle

insulator for holding insulated wire and straining devices

for bearer wire and other accessories etc10 P.Rft 243.00 2430

Supply and erection of M.S. sheet box of 16 SWG, 10

cm (4”) deep, with 4.75 mm thick (3/16”) bakelite sheet top, for to recessed wiring, including making holes for

regulators, siwtches,plugs etc 20x25cm

8"x10" 5 Each 302.40 1512

7"x4" 2 Each 160.35 321

4"x4" 6 Each 120.05 720

94 24 68

Earthing of iron clad/aluminum switches, etc. with G.I.

wire 8 SWG in G.I. pipe 15 mm (½”) dia, recessed or on surface of wall and floor, complete with 1.5 meter long

G.I. pipe, 50 mm (2”) dia with reducing socket 4 to 5 meter below ground level, and 2 meter away from

building plinth. 1 P.Job 3578.20 3578

95 19 3-iProviding and fitting glazed earthen ware water closet,

squatter type (Orisa pattern), combined with foot rest.

Whit 2 Each 1105.10 2210

96 19 34-ii Providing and fitting “P” trap:- 10 cm (4”) glazed. 4 Each 114.80 459

97 19 33-ii

Providing and fixing, floor trap of cast iron, including

concrete chamber all round, and C.I. grating:- 10x7.5 cm

(4”x3”) 2 Each 367.70 735

Providing and fitting, cast iron soil pipe with:- lead

caulked, yarn joint:- (4”) i/d20 P.Rft 215.90 4318

2" i/d 30 P.Rft 91.25 2738

99 19 35Providing and fitting, 4" gully trap i/c cement concrete of

PVC grating 6"x6" and masonary chamber (12"x12") 2 Each 630.95 1262

93 24 14-iii-ii-i

98 19 36-i-a,b




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


100 19 6-i

Providing and fitting glazed earthen ware wash hand

basin 56x40 cm (22"x16") including bracket set, waste

pipe and waste coupling, etc. white, with pedestal. 2 Each 2336.70 4673

101 19 19Providing and fixing looking glass 55x40 cm (22"x16")

size, and 5 mm thick, first quality. 3 Each 356.30 1069

102 19 12-i

Providing and fitting plastic made low down flushing

cistern 1363 liter (3 gallons) capacity, including bracket

set, copper connection, 2 Each 1051.00 2102

103 19 27Providing and fixing chromium plated tee stop cock

15mm (½"). 4 Each 439.60 1758

104 19 26-iiProviding and fixing chromium plated bib cock:- 1.5 cm

(½") 4 Each 313.60 1254

105 19 29Providing and fixing, chromium plated mixing valve, for

wash hand basin, sink or shower. 3 Each 1524.50 4574

Providing, laying, cutting, jointing, testing and

disinfecting G.I. pipeline in trenches, with socket joints,

using G.I. pipes of B.S.S 1387-1967 complete in all

respects, with specials and valves. Medium Quality. 1"

i/d 50 P.Rft 123.60 6180

3/4" i/d 80 P.Rft 84.60 6768

1/2" i/d 160 P.Rft 67.70 10832

107 21 1-iiProviding laying cutting, jointing, testing, disinfecting

RCC sewer pipe line in trenches complete in all respect.

6" i/d 150 P.Rft 114.90 17235

Sub Work No.I SULLAGE CARRIER 1.5'x1.0'= 5520 Rft

108 3 10-IEarth work excavation in open cutting for drains upto 5'

depth i/c extra for slush and duldal i/c dewatering. 46920 P%oCft 2919.85 136999

109 6 3-dCement concrete brick or stone ballast 1-1/2" to 2"

gauge in foundation and plinth ratio 1:6:12 7741.80 P%Cft 8420.55 651902

110 7 4-iPacca brick work in foundation and plinth cement sand

morter ratio 1:5 21735 P%Cft 16142.65 3508605

111 6 5-fCement concrete plain i/c placing, compacting, finishing

and curing of stone aggregate 1:2:4 1382.76 P%Cft 19236.35 265993

22-ii-c,b,a106 23

SUB HEAD NO.II DRAINAGE PORTION




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


112 6 6-a-ii-3





lifting, compacting,curing, rendering and finishing



position, etc.):- (a)(ii) Reinforced cement concrete in slab

of rafts / strip foundation, base slab of column and

retaining walls; etc and other structural members other

than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental huttering) complete in all respects:-

(3) Type C (nominal mix 1: 2: 4) 10205 P.Cft 220.95 2254795

113 6 9-b

Fabrication of mild steel reinforcement for CC i/c cutting

bending laying in position making joints and fasting i/c

cost of binding wire and labour charges for binding of

steel reinforcement. 31253.97 P%Kg 11402.05 3563593

114 11 18-bCement Pointing struck jointing on walls upto 20' height

ratio 1:3. 17553.60 P%Sft 1275.80 223949

115 21 15-A

Providing and fixing 6" thick R.C.C. manhole cover with

tee shaped C.I. frame of 22" I/d (frame set weighting

37.324 Kg. or one mound as per Standard Drawing

STD/PD No.6, of 1977, complete in all respect. 110 Each 4233.30 465663

Sub Work No.II SULLAGE CARRIER 2.0'x1.0' =1600 Rft








and curing of stone aggregate 1:2:4 800 P%Cft 19236.35 153891




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


120 6 6-a-ii-3














121 6 9-b






ratio 1:3. 4544 P%Sft 1275.80 57972

123 21 15-A













Sub Work No.III SULLAGE CARRIER 2.0'x1.5' =2000 Rft




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


128 6 6-a-ii-3














129 6 9-b






ratio 1:3. 8000 P%Sft 1275.80 102064

131 21 15-A





Sub Work No.IV SULLAGE CARRIER 2.5'x1.5' =1300 Rft












Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


136 6 6-a-ii-3













(3) Type C (nominal mix 1: 2: 4) 3053.50 P.Cft 220.95 674671

137 6 9-b






ratio 1:3. 5200 P%Sft 1275.80 66342

139 21 15-A





Sub Work No.V SULLAGE CARRIER 3.00'x2.0' =1780 Rft



141 3 27 Extra for slush or Daldal including dewatering. 7613 P%oCft 2914.55 22188

142 7 30Supplying and filling sand under floor; or plugging in

wells 2538 P%Cft 1231.8 31263










Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


146 6 6-a-ii-3














147 6 9-b






ratio 1:3. 13350 P%Sft 1275.80 170319

149 21 15-A





Sub Work No.VI SULLAGE CARRIER 3.00'x2.50' =350 Rft





wells 2538 P%Cft 1231.8 31263










Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


156 6 6-a-ii-3














157 6 9-b






ratio 1:3. 2625 P%Sft 1275.80 33490

159 21 15-A







Sub Work No.VII SULLAGE CARRIER 4.00'x2.50' =500 Rft





wells 4125 P%Cft 1231.80 50812




morter ratio 1:5 5812.50 P%Cft 16142.65 938292




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)




167 6 6-a-ii-3














168 6 9-b






ratio 1:3. 3700 P%Sft 1275.80 47205

170 21 15-A







Sub Work No.VIII SULLAGE CARRIER 5.00'x3.00' =1300 Rft





wells 12025 P%Cft 1231.80 148124






Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)



morter ratio 1:5 17550.0 P%Cft 16142.65 2833035



178 6 6-a-ii-3








position, etc.):- (a)(ii) Reinforced cement concrete in

slab of rafts / strip foundation, base slab of column and





179 6 9-b






ratio 1:3. 10608 P%Sft 1275.80 135337

181 21 15-A







183 3 10-i

Earthwork excavation in irrigation channels, drains, etc.

to designed section, grades and profiles, excavated

material disposed off and dressed within 50 ft. (15 m)

lead in ordinary soil 6345.24 P%oCft 2919.85 18527 22.16 300

184 6 5-fCement concrete plain including placing, compacting,


washing of stone aggregate): (f) Ratio 1: 2: 4 1058.37 P%Cft 19236.35 203592 243.53 110

CONSTRUCTION OF GRATTING CONNECTION CHAMBER 9"X9"X12" 836 No.




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)



morter ratio 1:5 3218.60 P%Cft 16142.65 519567 621.49 130

186 6 6-a-ii-c











than those mentioned in (3) Type C (nominal mix 1: 2: 4)

1061.72 P.Cft 220.95 234587 280.61 70

187 6 9-b


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 3243.68 P%Kg 11402.05 369846 442.40 90

Sub Work No.XI CONSTRUCTION OF SURFACE DRAINS =46850 Rft

188 3 10-I

Earthwork excavation in irrigation channels, drains, etc.

to designed section, grades and profiles, excavated

material disposed off and dressed within 50 ft. (15 m)

lead:- ordinary 23823.23 P%oCft 2919.85 69560

189 6 3-d

Cement concrete brick or stone ballast 1½ " to 2" (40

mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio

1: 6:12 14055 P%Cft 8420.55 1183508

190 7 4-iPacca brick work in foundation and plinth in:- Cement,

sand mortar:- Ratio 1:5 12350.63 P%Cft 16142.65 1993719

191 20 1-b-ii

Tega formed of bricks on end laid in and over cement

sand morter projecting to a height of not more then 6"

(150 mm) top of drain along the property side where

required, laid to lines,grades,slopes and shape

according to the Engineer's drawing;- 37480 P%Rft 4817.3 1805524




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


192 20 3-b

Pacca brick on edge, laid in reimbursement, in cement,

sand mortar, on sides of drains and on other works

where required. All joints to be completely filled and

struck flush:- b) ratio 1:5 42165 P%Sft 6914.8 2915625

193 20 6-a

Constructing Punjab Standard Drains. of cement

concrete 1:2 ½ :5, with cement concrete bedding ratio

1:6:12, complete, laid to lines, grades, slopes and

shapes, rendering exposed surface of concrete with 1:1

cement, sand mortar, ¼" (6 mm) thick, as per engineer

drawing. 46850 P.Rft 86.10 4033785

194 6 6-a-ii-c











than those mentioned in (3) Type C (nominal mix 1: 2: 4) 466 P.Cft 220.95 102963

195 6 9-b





Sub Work No.X BRICK PAVEMENT

196 31-b

+17a+b

Earthwork excavation undressed lead upto a single

throw of Kassi, phaorah or shovel:- In ordinary soil.

Transportation of earth all types when the total distance,

including the lead covered in the item of work, is more

than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every

330 ft. (100 m) additional lead or part thereof, beyond ¼

mile (400 m) upto one mile. (1.6 Km.) 86032 P%oCft 4191.95 360642




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


197 18 19

Providing and laying dry brick pavement / soling in

streets or roads etc. Sand grouted laid in proper camber,

i/c preparation, watering compaction of bed to proper

camber and sand cushion. 42846.44 P%Cft 13538.3 5800680

Sub Work No.XI P.C.C PAVEMENT

198 4 29Dismantling brick or flagged flooring with out concrete

foundation 191809 P%Cft 309.65 593937

199 6 3-dCement concrete brick or stone ballast 1½ " to 2" (40

mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio

1: 7:20 98883.50 P%Cft 7191.70 7111405

200 6 5-fCement concrete plain including placing, compacting,


washing of stone aggregate). 98883.50 P%Cft 19236.35 19021576

201

Providing sanitary seal 1:1 cement sand mortar in bore

hole & plug the top water layer of water complete in all

respect to entire satisfaction of the engineer - in-charge .

130 P.Rft 250 32500 16250

202 Provision made for puddle seal 6ft long. 2 Each 1000 2000 1000

203Providing & Fixing GI Sheet funnel in the top of PVC

pipe for pouring shrouding material 4 Each 600 2400 1200

204

P/F 1/2” thick M.S. well cap 12’’ i/d on tube well by means of things and welding and locking arrangements

complete . 2 Each 1000 2000 1000

205

P/F M.S. suspension clamp 4’-0” long made of M.S flat iron fabricated with for ½” thick 4”thick with 12” dia pipe including and P.C.C. 1:2:4 block 4’x4’x2” cost of labour and material, complete in all respect to the entire

satisfaction of the engineer incharge. 2 Each 9000 18000

9000

0

206P/Fixing R.S joists 8’’x 4” best quality pak Made. 18 lbs/Rft 27 P.Rft 650 17550 8775

207Provision for electric fitting/ ceiling fan 56’’ Size etc. complete (N.S) 2 Each 3250 6500 3250

NON-STANDARDIZED ITEMSSUB WORK No.II TUBE WELL BORING CONVERSION 2.No.

SUB WORK No.III PUMP HOUSE 12'X12' 2.No.




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


SUB WORK No.IV Pumping Machinery 0.75 Cusic 2.Set

208 1

Supplying and installation at site and testing of HUD &

PHE Department approved manufacturer vertical turbine

pump having discharge of 0.75 cusec against total

head175 ft with 70 ft length of column pipe in addition to

bowl assembly coupled with 30 BHP or higher as

recommended by the manufacturer 380/440 volts, 50

cycle, A.C. vertical electric motor (Siemen, Nueman)

including cost of electro-mechanical component as

below.(a to o) 2 P.Set 975000 1950000 975000

a

Providind errection of (ASD) pump manufacturers made

automatic motor control unit (MCU) for 30BHP electric

motor comprising on ASD star delta starter main circuit

bracker, connectors, over load relay, over/ under voltage

protection relay, phase failure & phase reversal

protection, volt meter ampere meter, indication bulbs for

on / over load / volt protection / all faults which are likely

to be required in the pump set, current transfomer, on off

push buttons all contrained in a lockable steel cabinet


b. Providind fixing Iron clad main switch (Fico / Anchor

China) of 60 Amp. With 3 No. volt meter, ampere meters

fitted on M.S. pannel board of 4' x 3' size made of 4 mm

M.S. sheet on 1½"x1½"x3/16" angle iron frame duly

painted, fixed on wall of pump house, complete in all

respect.

c. Power wiring 19/064" or higher gauge for 40 BHP A.C.

electric motor gauge single core PVC insulated copper

wire in PVC pipes of suitable size including flexible

pipes, thimbles etc. complete from main switch to motor

starter, pannel to motor.

d. Double point power earthing, according to WAPDA

specification, of electric pannel board, main switch and

motor in 8 SWG / G.I. wire duly encased in 3/4" in side

dia PVC pipe laid from earthing point to pannels,

mainswitch and electric motor.




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


e. Single phase light wiring in 3/029 size PVC insulated

copper wire duly encased in PVC pipes of appropriate

size including 1 No. single phase 15 Amp. Main switch

pak made 1 No. power out let of 15 Amp. 2 Nos. water

proof bulk head lights with bulbs fixed out side the pump

house and 2 No. brackets with bulbs in side the pump

housecomplete with necessary control switches

including connection within existing single phase energy

point.

f. Providing & laying of (1:2:4) pcc pump foundation of

required size and depth with 4 No. foundation bolts


g. Supplying of tool kit comprising of one china spanner

set, one China screw wrench, of 12” size one china insulated pliers 8” size and one china screw driver set, one grease gun etc. (1- set)

h. Providing and fixing, sluice valve of B.S.S. quality and

weight, for PVC pipe line, with comet joint and rubber

ring, complete (including cost of jointing materials):- 8"

i/d 1 No.

i. Providing and fixing, Non return valve of B.S.S. quality

and weight, for PVC pipe line, with comet joint and

rubber ring, complete (including cost of jointing

materials):- 8" i/d 1 No.

j. Providing & fixing base plate of 1/2" thick of suitable size

properly grouted in foundation i/c nuts and bolts

complete in all respect. (1 No).

k. Obtaining electric fitting report from LESCO (WAPDA)

by the approved contractor.

l. Pressure gauge of range up to 200 psi with 1/2" i/d 'B'

class G.I. pipe ferrule 1 No. plug cock (sui gass type)

fixed on wall in side the pump house complete including

all jointing materials.




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


m. Providing & fixing of 8"i/d 1/4" thick M.S. pipe

for delivery of pump up to required length up to

Rising main with specials and flanges with

jointing material complete in all respect to the

entire satisfaction of the Engineer in charge.

n. Painting of delivery pipe fittings specials in 2

coats of black enamel paint on single coat of

red lead primer paints as per standard drawing

complete.o. Providing & hanging in a suitable location

along the wall of pumping chamber, duly glass

framed chart showing detailed inventory of

pumping machinery and all its components

asper size & design approved by the Engineer

in charge.

209 2

P/I and testing of 8" size KENT water meter

U.Kmade) in delivery piping complete with 2-

Nos. M.S flanges of 3/4" thickness nuts bolts

rubbers inserting sheet. 2 Each 50000 100000 50000

210 3

Providing & fixing & testing of HYPO

chlorinator (chemical metering pump) capacity

0.30 gal/day at 150 psi max injection pressure

fitted with 1/60 HP air cooled heavy duty

electric motor 200 V 50 HZ, single phase Ac

complete with all accessories like bleed valve

assembly, sunction tubing, foot valve and

strainer assembly with weight back check

valve, solution tank 30 litre capacity with

Sodium HYPO Chlorinated solution (Na HCo3)

injection fittings, valve brackets etc complete.2 P.Set 50000 100000 50000




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


211

Providing and laying, cutting, jointing, testing

both side welding 18" i/d 1/4" thick crossing

M.S pipe in horizontal position under neath the

M.B.Din to Sargodha road at required depth

though jack push method of horizontal boring

i/c removal of excavated material from pipe.

Rate also includies cost of all arrangement of

jacking method labour charges, hire charges of

T&P welding plant. Welding material and hire

charges of required capacity heavy duty 2 No.

jack, chain pully block with tripot. Rate further

includes the providing and injecting cement

sand slurry ratio 1:2 in to pipe between 18" i/d 100 P.Rft 5750 575000

212

Providing and fixing PVC clamp i/c nuts & bolts

on pipe best/approved quality complete in all

respect. 3" Dia 400 each 350 140000 350

213Providing and fixing brass ferrule valve best

quality (300 gram weight). 1/2" Dia. 400 each 450 180000 450

214

Providing and fixing PPRC pipe for house

connections i/c specials. (Bend, reduser etc)

20 mm outer dia6000 each 80 480000 1200

215

Providing and fixing PVC clamp i/c nuts & bolts

on pipe best/approved quality complete in all

respect. 4" Dia 250 each 400 100000 400

216Providing and fixing brass ferrule valve best

quality (300 gram weight). 1/2" Dia. 250 each 450 112500 450

217

Providing and fixing PPRC pipe for house

connections i/c specials. (Bend, reduser etc)

20 mm outer dia 3750 each 80 300000 1200

SUB WORK No.VI DISTRIBUTION SYSTEM






Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


218Providing and fixing PVC clamp i/c nuts & bolts on pipe

best/approved quality complete in all respect.6" Dia150 each 500 75000 500

219Providing and fixing brass ferrule valve best quality (300

gram weight). 1/2" Dia. 150 each 450 67500 450

220Providing and fixing PPRC pipe for house connections

i/c specials. (Bend, reduser etc) 20 mm outer dia2250 each 80 180000 1200

221 1

Design, construction, testing and disinfection of

RCC Over Head reservoir of 30,000 imperial glns:

(Thirty Thousand imperial gallons), capacity with

10% extra capacity for free board and dead

storage/silting at bottom. The height of the base

slab of tank shall be 60' (Sixty) feet above finished

Ground level which shall be 1½” feet higher than the average existing level or otherwise specified i/c

cost of all allied works and items mentioned

hereunder from item i to xiv. A cantilever walk way

of two ft. Width will be provided all around the

reservoir at level of tank base slab with 3 ft. high G.I

railing of 1 1/4" size pipe having two rows and

vertical posts spaced not more than 4' feet centre to

centre. 30000

P.Gallon

s 130 3900000

I)

Soil studies & bearing capacity testing at the

proposed site of over head reservoir shall be

done by any of the Agencies approved by the

Department, i/c F.W.O University of

Engineering and Technology Lahore/Taxila,

M/S NESPAK, SEVCON & SOIL EXPLORE or

material testing Laboratory of C&W

Department Government of Punjab Lahore.


SUB WORK NO. VII OVER HEAD RESERVOIR 30,000, GALLONS




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


II)

Physical & structural design of the over head reservoir

according to the given parameters of the Department

shall be done by the structural Engineering specialist

having experience of similar works and having

qualifications not less than M.Sc structural Engineering

(Civil). The contractor shall have to produce, alongwith

design the C.Vs copies of degrees and membership of

the designer with Pakistan Engg: Council Design and

drawings shall be approved by Competent Authority and

shall be subject to corrections rectification &

amendments as required by the Department, The design

shall be based on the following concrete mixture ratios

and allowable design stresses for concrete and steel:-

a) Compression stress for concrete for all water retaining

in member (mix not weaker than 1:1½:3).

600 PSIb) Compression stress for concrete for all other than

water retaining members (Mix not weaker than(1:2:4).

750 PSI

c) Tensile stress for steel for water retaining members.

16000 PSI

d) Tensile stress for steel for other than water retaining

members. 18000 PSI

e) Min: cover on steel for RCC members facing water

retaining side. ¾”

III.

P/L hoisting, testing and disinfecting of medium class

M.S pipes with flanged joints of sizes and thickness as

given under for rising, delivery, over flow mains and

scour pipe i/c nuts, bolts, rubber insertion sheet with 2

coats of bitumestic painting on single coat of red lead

primer and including the cost of fixing of

holding/anchoring clamps of M.S flat of 3" x 1/4" size i/c

nuts bolts etc., for vertical pipes at each brace level

complete of:-

a) 10" i/d 1/4" thick G.I pipe upto 10 ft. from the outer

edge of over head reservoir foundation for rising main.




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


b) 10" i/d 1/4" thic pipe upto 10 ft. from the outer edge of

over head reservoir foundation for delivery main.

c) 10" i/d 1/4" thick G.I pipe upto 20 ft. (Min:) from outer

edge of the over head reservoir for disposal of water

upto safe distance from foundation for over flow i/c cost

of disposal chamber of approved design.

d) 10" i/d 1/4" thick G.I pipe for scour pipe upto its

connection with the over flow pipe with control valve

openable from stair case landing at last brace level.

IV.

P/F testing and disinfecting of flanged C.I specials as

per B.S.S Class C and fittings of sizes corresponding to

respective sizes for rising, delivery and over flow mains

and scour pipe such as bell-mouths with puddle collar,

tees, bends dack foot bends, expansion joints/dresser

couplings, sluice valves etc., i/c cost of jointing material

such as nuts, bolts, rubber insertion sheet etc., complete

in all respects.

V.P/F of water level indicating gauge complete with

pulleys, string, pointer, float with guide and calibrated

scale.

VI.

P/F 2’ wide R.C.C helical stair around the O.H.R with plate for on each, braces upto base slab with and

foundation dowels and bolts i/c 2½ ft. high railing of 1¼"

i/d G.I pipe on both sides with 2 rows and vertical posts

at 4 ft. c/c all along the stair case and landings i/c two

coats of grey enamel painting on single coat of red lead

primer complete in all respect.

VII.

P/F 18” wide M.S ladder of required length of angle iron size 2 ½” x 2 ½” x 1/4" with 3/4" dia M.S bar steps at one ft. c/c at the required location inside the water tank i/c

two coats of water resistant painting on single coat of

red lead primer.

VIII.P/F in top slab 2 No. Medium weight C.I manhole covers

with frames of 22" i/d size complete i/c 2 coats of enamel

painting.




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


IX.

P/F on tank top lightening conductor of

appropriate design i/c 1" x 1/8" size copper strip

fixed along tank wall, columns and under ground

from lightening conductor to earthing point at 30

ft. (Min:) away from outer edge of tank foundation

i/c cost of earthing of approved specifications.

X.

P/F along periphery on top of tank slab, 2 ½ ft.

high railing of 1 1/4" i/d size G.I pipe having two

horizontal rows and vertical posts spaced not

more than 4 ft. centre to centre i/c cost of G.I

specials with painting in grey enamel paint


XI.

P/F on top of tank slab two Nos. red air warning

lights with necessary wiring in 3.029 gauge

electric cable encased in3/4" i/d PVC pipe

conduits fixed on tank wall, columns, under floor

etc., from air warning lights to ground level i/c

necessary control switches and connection there

of with existing electric point.

XII.

P/L of dry sand grouted brick on edge paving on

1" thick sand bed laid on properly dressed,

compacted and radically out wards sloping bed

upto outer edge of the over head reservoir

foundation or upto 5 ft. (Min:) from the out edge

of columns of the over head reservoir (which

over maximum) with finished level of the brick

paving in the centre at 6" height above the

finished ground level around the over head

reservoir, duly provided with brick masonry on 6"

thick 1:4:8 PCC foundation Toe-wall on the

periphery for protection.




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


XII

Clearing of site for work before construction and

its cleaning development and restoration after

completion of all works of over head reservoir

upto the required finished ground level,

respectively i/c turning, Plantation etc., complete

to the entire satisfaction of Engineer Incharge.

The item also includes construction of one No.

stand post at desired location with½” i/d medium weight G.I pipe with brass bib cock ferrule etc.,

for making its connection with delivery/rising

main i/c cost of providing 3 ft. size PCC Khurrah

and type-I drain upto appropriate disposal point

or a distance of 10 ft. (Min:) from Khurrah

complete.

XIII

Construction of overflow chamber of 4x4x5 size

with 9”thick masonry walls 6”thick PCC 1:4:8 in foundation and plinth 3”thick PCC 1:2:4 in bed all inside plastered in 1:2 cement sand mortar and

with RCC slab 1:2:4 of required size and making

connection with drain complete.

XIVDry brick flooring on edge will be provided at

plinth level under and 3' feet projected around

the over head reservoir.SUB WORK No.VII STAFF QUARTER

222

Supply /Erection of AC electric pannel board

including circit breaker distribution circit breaker

T.P circit breaker etc complete in all respect as

approved by Engineer incharge. The rates also

included of M.S box complete. 1 Each 12500 12500

223Providing and fixing ceiling fan 56" sweep

complete in all respect. 2 Each 3250 6500




Ch

ap

ter

No

Ite

m N

o.

M/S Mian Abdul

Razzaq Govtt:

Contractor (6%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Ghazali

Construction

Company Govett:

Contractor (4.49%

Above on MRS (1st

August 2014 to 31st

January 2015)

M/S Babar Zaheer &

Co Govtt:

Contractor (11.50%

Above on MRS (1st

August 2014 to 31st

January 2015)

Sr.

No

.

M/S Ch. Amjad Ali

Govtt: Contractor

(8.0% Above on

MRS (1st August


2015)


DRAINAGE PORTION SULLAGE CARRIER

224

Providing cutting jointing PVC Popular / Turk Plast

based pipe for house waste disposal in to proposed

sullage carrier including making connection on both

ends with required specials such as reducers / increases

and heads etc with required jointing material and

excavation, back fililng of trenches complete in all

respect to the entire satisfaction of Engineer in charge.

4" i/d 8360 P.Rft 150 1254000

Deduction of old Metrial 112765972

225Olds Bricks 586475.2

P%oN

os 3500.00 2052663

226 Brick Bats. 27927.39 P%Cft 1800.00 502693

110210616

CONSTRUCTION OF GRATTING CONNECTION CHAMBER 9"X9"X12"= 836 No

No. 836 X 10 = 8360 Rft

N.S

Superintending Engineer

Public Health Engineering Circle,

Gujranwala.

As per comparative statement the bid value of lowest bidder M/S Ghazali Construction Company Government Contractor come to Rs.115159073/-against T.S estimate provision Rs.110210616/-

excess/ has come to Rs.4948457/-or 4.49 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Ghazali Construction Company Government Contractor

recommended for approval please.

Mandi Bahauddin.

Executive Engineer

Public Health Engineering Division


of 5

1 Ch.

No. 03

Item

No.

1+17

a.b-

i+24-c


Earth work excavation undressed lead upto a

single throw of Kassi, Phaorah or shavel:- b) In

ordinary soil Compaction of Earth work (soft,

ordinary and hard soil) :- c) Ramming earthwork

(all types of soil). Transportation of earth all types

when the total distance, including the lead covered

in the item of work, is more than 1000ft



b) for every 330 ft (100m) additional lead pr part

thereof beyond ¼ mile (400 m) upto one mile. (1.6

Km).

12685.06 Cft 1000 Cft 6336.60

2 Ch.6

item

No.3(f

)



19369.25 Cft 100 Cft 9098.10

3 Ch.

No. 6

Item

No. 5

(f)

Cement concrete plain including pacing,



aggregate). (f) Ration 1:2:4

19369.25 Cft 100 Cft 21724.80

4 Chapt

er

No.6

Item

No 6-

a-3-c


(including prestressed concrete), using coarse

sand and screened graded and washed aggregate,

in required shape and design, including forms,

moulds, shuttering, lifting, compacting, curing,

rendering and finishing exposed surface, complete

(but excluding the cost of steel reinforcement, its

fabrication and placing in position, etc.):- (a)(ii)

Reinforced cement concrete in slab of rafts / strip

foundation, base slab of column and retaining

walls; etc and other structural members other than

those mentioned in 5(a) (i) above not requiring

form work (i.e. horizental shuttering) complete in

all respects:- (3) Type C (nominal mix 1: 2: 4)

225.00 Cft 1 Cft 251.00

5 Chapt

er

No.6

ItemN

o 9-b



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)

689.09 Kg 100 Kg 10723.45

Unit Rate

Rate to be

Quoted by the

Contractor


Qty


Construction of PCC Street / Drain, Soling and Nullah in U.C 1 to 4 Lalamusa City Tehsil Kharian District

Gujrat

Ch.

No,

Item

No





NAME OF

SCHEME:

Sr.

No

of 5

6 Ch.1

item

No.1


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. (upto 180 Km)

17230.01 Cft 100 Cft 4135.15

7 Ch.No

.3

Item

No.10

(i)

Earthwork excavation in irrigation channels,



dressed within 50 ft. (15 m) lead:- i) ordinary

3824.94 Cft 1000 Cft 4565.10

8 Ch.6

item

No.3(

b)



2256.60 Cft 100 Cft 10432.25

9 Ch.7

item

No.4(i

)



1692.45 Cft 100 Cft 18709.50

10 Ch.20

item

No.1-

b(ii)

Tega formed of pacca brick on end, laid in and

over cement sand mortar projecting to a height of

not more than 6" (150 mm) top of drain along the

property side where required, laid to lines, grades,

slopes and shape according to the Engineer's

drawing:- ratio 1:5, 4 ½ “thick (113 mm)6017.60 Rft 100 Rft 5748.50

11 Ch.No

.20

item

No.3(

b)

Pacca brick on edge, laid in reimbursement, in

cement, sand mortar, on sides of drains and on

other works where required. All joints to be

completely filled and struck flush:- b) ratio 1:5

6769.80 Sft 100 Sft 8223.60

12 Ch.No

.20

Item

No.6(

a)

Constructing Punjab Standard Drains of cement

concrete 1:2½:5 with cement concrete bedding

ratio 1:6:12, complete, laid to lines, grades, slopes

and shapes, rendering exposed surface of

concrete with 1:1 cement, sand mortar, ¼” (6mm)

thick, as per Engineer’s drawing (excluding

excavation) Drain type-I

7522.00 Rft 1 Rft 101.70

13 Ch.No

.3

Item

No.10

(i)





1700.00 Cft 1000 Cft 4565.10

14 Ch.6

item

No.3(

d)



281.00 Cft 100 Cft 10432.25

15 Ch.7

item

No.4(i

)



900.00 Cft 100 Cft 18709.50

NULLAH 2.00' X 2.00'


of 5

16 Ch.6

item

No.5-f

Cement concrete plain including placing,


(including screening and wshing of aggregate)

Ratio 1:2:4 156.00 Cft 100 Cft 21724.80

17 Ch.11

item

No.18-

b

Cement pointing struck joints, on walls, upto

20' (6.00 m) hiehgt:- b) ratio 1:3

1000.00 Sft 100 Sft 1734.65

18 Ch.1

item

No.1





contractor. (upto 180 Km)

136.94 Cft 100 Cft 4135.15

19 Ch.7

item

No.4(i

)



885.00 Cft 100 Cft 18709.50

20 Ch.6

item

No.3(f

)



18551.36 Cft 100 Cft 9098.10

21 Ch.10

item

No.43

ProvidingandlayingTuffpavers,having7000PSI,crus

hingstrengthofapprovedmanufacturer,over2"to3"sa

ndcushioni/cgroutingwithsandinjointsi/cfinishingto

requireslope.completeinallrespect. (50% Grey /

50% Coloured) b) 60-mm thick

26096.00 Sft 1 Sft 94.45

c) 80-mm thick 26096.00 Sft 1 Sft 117.80

1

5.00 No.s 1 No.s 18000.00

CONDITIONS.

1

2

3

4

5

Any item of work not included in this bid but during execution actually required to be executed at site will be

paid after approval by the competent authority.








TUFF PAVER

Providing assembling and fixing sign board size 4’ x 4’made of 3” i/d G.I pipe medium quality for two legs and

frame 30-Rft i/c cutting welding of M.S sheet 16 SWG

according to standard design / drawing as well as

requirement of Engineer-in-Charge including cost of

painting, lettering on both side upto 300 letters in Urdu or

English with enamel paint 3 coats i/c painting of

monogram of Government of the Punjab etc. Rate also


1.5’x1.5’x2’ and providing laying P.C.C (1:2:4) 1.5’x1.5’x3’for foundation (1' above from graund level) and carriage

charges from work shop to site of work complete in all

respect to the entire satisfaction of the Engineer-in-

charge.


of 5

6 Any omission of the completion /error there in, for interpretation will be referred to standardized rates posted at

website by finance department during (MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) District

Gujrat) for Distt: Gurjat and decision of the competent authority will be final and binding upon the contractor.

of 5

7

8

9

10



Gujrat




responsibility of the contractor.

All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement


As per Govt: of the Punjab Finance Department notification No.RO(Tech)FDI-2/83(VI)(P) dated Lahore the 6th

April 2005 in case of the total tender amount is less than 5% of the approved estimated / DNIT amounts, the

lowest bidder will have to deposit additional performance security from the schedule bank equal to tender

amount below estimated cost within 15 days of issuance of notice or within expiry period of the bid whichever is

earlier.

of 5

1 Ch.No

.4

Item

No.29

Dismantling brick or flagged flooring without

concrete foundation.

34000.00 Sft 100 Sft 482.90

2 Ch.

No. 03

Item

No.

1+17

a.b-

i+24-c













Km).

254074.57 Cft 1000 Cft 6336.60

3 Ch.6

item

No.3(f

)



33572.80 Cft 100 Cft 9098.10

4 Ch.

No. 6

Item

No. 5

(f)





33572.80 Cft 100 Cft 21724.80

5 Ch.18

item

No.19

Providing and laying dry brick pavement/soling in

streets or roads, etc. sand grounted, laid in proper

camber, including preparation, watering,

compaction of bed to proper camber,

and sand cushion.

32578.00 Cft 100 Cft 15955.70

NAME OF

SCHEME:


Construction of PCC Street/ Drain, Soling and Nullah in Bagrianwala, Baho Ghaseet Pur, Sheikh Sukha,

Sabowal, Amra Kalan, Chak Jani in Tehsil Kharian District

Ch.

No,

Item

No




Rate to be

Quoted by the

Contractor



RateSr.

NoQty Unit

of 5

6 Chapt

er

No.6

Item

No 6-

a-3-c















336.83 Cft 1 Cft 251.00

of 5

7 Chapt

er

No.6

ItemN

o 9-b







Grade) 1031.56 Kg 100 Kg 10723.45

8 Ch.1

item

No.1





contractor. (upto 180 Km) 29818.09 Cft 100 Cft 4135.15

9 Ch.No

.3

Item

No.10

(i)





7706.83 Cft 1000 Cft 4565.10

10 Ch.6

item

No.3(

b)



4546.80 Cft 100 Cft 10432.25

11 Ch.7

item

No.4(i

)



3410.10 Cft 100 Cft 18709.50

12 Ch.20

item

No.1-

b(ii)







13 Ch.No

.20

item

No.3(

b)





13640.40 Sft 100 Sft 8223.60

14 Ch.No

.20

Item

No.6(

a)








15156.00 Rft 1 Rft 101.70

15 Ch.No

.3

Item

No.10

(i)





4009.60 Cft 1000 Cft 4565.10

16 Ch.6

item

No.3(

b)



525.00 Cft 100 Cft 10432.25

17 Ch.7

item

No.4(i

)



2625.00 Cft 100 Cft 18709.50

Surface Drain Type-II


of 5

18 Ch.No

.20

item

No.3(

b)





1680.00 Sft 100 Sft 8223.60

19 Ch.No

.20

Item

No.6(

b)







excavation) Drain type-II

1120.00 Rft 1 Rft 185.70

20 Ch.No

.3

Item

No.10

(i)





5063.00 Cft 1000 Cft 4565.10

21 Ch.6

item

No.3(

d)



1671.00 Cft 100 Cft 10432.25

22 Ch.7

item

No.4(i

)



4218.75 Cft 100 Cft 18709.50

23 Ch.6

item

No.5-f




Ratio 1:2:4 868.00 Cft 100 Cft 21724.80

24 Chapt

er

No.6

Item

No 6-

a-3-c















253.13 Cft 1 Cft 251.00

25 Chapt

er

No.6

ItemN

o 9-b







Grade) 775.00 Kg 100 Kg 10723.45 83107

26 Ch.11

item

No.9-

b

Cement plaster 1:4 upto 20' (6.00 m) height:-b)

½" (13 mm) thick

4500.00 Cft 100 Sft 1719.85

NULLAH 1.50' X 1.50'

of 5

27 Ch.1

item

No.1






1

4.00 No.s 1 No.s 18000.00

2

71400.00 No.s 1000 No.s 4000.00

3400.00 Cft 100 Cft 2000.00

CONDITIONS.

1

2

3

4

5

6

7

8

9

10



Gujrat














charge.





earlier.










Brick Bats











of 5

1 Ch.No

.4

Item

No.29



13300.00 Sft 100 Sft 482.90

2 Ch.

No. 03

Item

No.

1+17

a.b-

i+24-c













Km).

103163.48 Cft 1000 Cft 6336.60

3 Ch.7

item

No.4(i

)



937.50 Cft 100 Cft 18709.50

4 Ch.6

item

No.3(f

)



24685.50 Cft 100 Cft 9098.10

5 Ch.

No. 6

Item

No. 5

(f)





24685.86 Cft 100 Cft 21724.80

6 Ch.18

item

No.19





and sand cushion.

18928.00 Cft 100 Cft 15955.70


Construction of PCC Street/ Drain, Soling and Nullah in UC Fatta Band Tehsil Kharian District Gujrat

Ch.

No,

Item

No




Rate to be

Quoted by the

Contractor


Rate

NAME OF

SCHEME:

Sr.

NoQty Unit


of 5

7 Chapt

er

No.6

Item

No 6-

a-3-c















41.25 Cft 1 Cft 251.00

8 Chapt

er

No.6

ItemN

o 9-b







Grade) 126.33 Kg 100 Kg 10723.45

9 Ch.1

item

No.1






10 Ch.No

.3

Item

No.10

(i)





6671.52 Cft 1000 Cft 4565.10

11 Ch.6

item

No.3(

b)



3936.00 Cft 100 Cft 10432.25

12 Ch.7

item

No.4(i

)



2952.00 Cft 100 Cft 18709.50

13 Ch.20

item

No.1-

b(ii)







14 Ch.No

.20

item

No.3(

b)





11808.00 Sft 100 Sft 8223.60


of 5

15 Ch.No

.20

Item

No.6(

a)








13120.00 Rft 1 Rft 101.70

16 Ch.No

.3

Item

No.10

(i)





2327.00 Cft 1000 Cft 4565.10

17 Ch.6

item

No.3(

b)



304.68 Cft 100 Cft 10432.25

18 Ch.7

item

No.4(i

)



1523.43 Cft 100 Cft 18709.50

19 Ch.No

.20

item

No.3(

b)





975.00 Sft 100 Sft 8223.60

20 Ch.No

.20

Item

No.6(

b)








650.00 Rft 1 Rft 185.70

21 Ch.No

.3

Item

No.10

(i)





10200.00 Cft 1000 Cft 4565.10

22 Ch.6

item

No.3(

d)



1683.00 Cft 100 Cft 10432.25

23 Ch.7

item

No.4(i

)



5400.00 Cft 100 Cft 18709.50

24 Ch.6

item

No.5-f




Ratio 1:2:4 938.00 Cft 100 Cft 21724.80


NULLAH 1.50' X 1.50'

of 5

25 Chapt

er

No.6

Item

No 6-

a-3-c















47.50 Cft 1 Cft 251.00

26 Chapt

er

No.6

ItemN

o 9-b







Grade) 145.00 Kg 100 Kg 10723.45

27 Ch.11

item

No.18-

b

Cement pointing struck joints, on walls, upto

20' (6.00 m) hiehgt:- b) ratio 1:3

6000.00 Sft 100 Sft 1734.65

28 Ch.1

item

No.1






1

2.00 No.s 1 No.s 18000.00

2

27930.00 No.s 1000 No.s 4000.00

1330.00 Cft 100 Cft 2000.00

CONDITIONS.

1

2












charge.




Brick Bats




of 5

3

4

5

6

7

8

9

10



Gujrat












earlier.









of 6

1 Ch.No

.4

Item

No.29



40200.00 Sft 100 Sft 482.90

2 Ch.

No. 03

Item

No.

1+17

a.b-

i+24-c













Km).

241709.01 Cft 1000 Cft 6336.60

3 Ch.7

item

No.4(i

)



700.00 Cft 100 Cft 18709.50

4 Ch.6

item

No.3(f

)



66259.40 Cft 100 Cft 9098.10

5 Ch.

No. 6

Item

No. 5

(f)





66259.40 Cft 100 Cft 21724.80

6 Ch.18

item

No.19





and sand cushion.

60169.20 Cft 100 Cft 15955.70




Provisino of Sewerage / Drainage / Soling etc in Various UC's in PP-113, District

Ch.

No,

Item

No




RateQty Unit

NAME OF

SCHEME:

Sr.

No

Rate to be

Quoted by the

Contractor

of 6

7 Chapt

er

No.6

Item

No 6-

a-3-c















412.50 Cft 1 Cft 251.00

8 Chapt

er

No.6

ItemN

o 9-b







Grade) 1263.33 Kg 100 Kg 10723.45

9 Ch.1

item

No.1






10 Ch.No

.3

Item

No.10

(i)





8613.99 Cft 1000 Cft 4565.10

11 Ch.6

item

No.3(

b)



5082.00 Cft 100 Cft 10432.25

12 Ch.7

item

No.4(i

)



3811.50 Cft 100 Cft 18709.50

13 Ch.20

item

No.1-

b(ii)







14 Ch.No

.20

item

No.3(

b)





15246.00 Sft 100 Sft 8223.60


of 6

15 Ch.No

.20

Item

No.6(

a)








16940.00 Rft 1 Rft 101.70

16 Ch.No

.3

Item

No.10

(i)





11814.00 Cft 1000 Cft 4565.10

17 Ch.6

item

No.3(

b)



1546.88 Cft 100 Cft 10432.25

18 Ch.7

item

No.4(i

)



7734.38 Cft 100 Cft 18709.50

19 Ch.No

.20

item

No.3(

b)





4950.00 Sft 100 Sft 8223.60

20 Ch.No

.20

Item

No.6(

b)








3300.00 Rft 1 Rft 185.70

21 Ch.No

.3

Item

No.10

(i)





1500.00 Cft 1000 Cft 4565.10

22 Ch.6

item

No.3(

b)



150.00 Cft 100 Cft 12390.40

23 Ch.6

item

No.3(

d)


gauge in foundation and plinth 1:6:12

495.00 Cft 100 Cft 10432.25

24 Ch.6

item

No.5-f




Ratio 1:2:4 495.00 Cft 100 Cft 21724.80


CASUSEWAY

of 6

25 Chapt

er

No.6

Item

No 6-

a-3-c








fabrication and placing in position, etc.):- (a) (i)

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:- (3) Type C (nominal mix 1: 2: 4)

1312.50 Cft 1 Cft 342.20

26 Chapt

er

No.6

Item

No 6-

a-3-c















1125.00 Cft 1 Cft 251.00

27 Chapt

er

No.6

ItemN

o 9-b







Grade) 7465.00 Kg 100 Kg 10723.45

28 Ch.1

item

No.1






29 Ch.No

.3

Item

No.10

(i)





13753.00 Cft 1000 Cft 4565.10

30 Ch.6

item

No.3(

d)



2269.00 Cft 100 Cft 10432.25

NULLAH 2.00' X 2.00'

of 6

31 Ch.7

item

No.4(i

)



7281.00 Cft 100 Cft 18709.50

32 Ch.6

item

No.5-f




Ratio 1:2:4 1231.00 Cft 100 Cft 21724.80

33 Chapt

er

No.6

Item

No 6-

a-3-c















118.75 Cft 1 Cft 251.00

34 Chapt

er

No.6

ItemN

o 9-b







Grade) 364.00 Kg 100 Kg 10723.45

35 Ch.1

item

No.1






1

11.00 No.s 1 No.s 18000.00

2

84420.00 No.s 1000 No.s 4000.00

4020.00 Cft 100 Cft 2000.00

CONDITIONS.

1

2












charge.





Brick Bats



of 6

3

4

5

6

7

8

9

10



Gujrat




















earlier.

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