bid schedule - eproc.punjab.gov.pk · with bedding ,haunching & c.r paint complete as per...

NAME OF WORK:-

In figures In words

1 510b Dismantling PCC i/c its Removal CM 1343.47

2 107aExcavation Dressed I/C Removal Upto 10km &

Removal of MulbaCM 34105.85

3 109a Sub-Grade Preparation in Earth Cut SM 38384.80

4 107d(i)Supplying and filling sand under floor; or

plugging in wells.CM 13091.14

5 201

'Providing and laying subbase course of crushed

stone aggregate of approved quality and grade,

including placing, mixing, spreading and

compaction of subbase material to required

depth, camber, grade to achieve 100%

maximum modified AASHO dry density,

(including carriage of all material to site of work

CM 5519.73

6 206b

Providing and laying base course (WBM) of

crushed stone aggregate of approved quality

and grade, and supply and spreading of stone

screening, including placing, mixing, spreading

and compaction of base course (WBM) material

to required depth, camber and grade to achieve

100% maximum modified AASHO dry density,

including carriage of all materials to site of work

from

CM 7676.96

BID SCHEDULE

ESTIMATED COST:- Rs. 179.502 Million

EARNEST MONEY:- Rs. 3.590 Million

TIME LIMIT 04 Months

CONSTRUCTION / IMPROVEMENT AND REHABILITATION OF AT GRADE WORKS ALONG LAHORE ORANGE LINE METRO TRAIN CORRIDOR

(CONSTRUCTION OF PAVED PARKING AREAS, STROM WATER DRAINAGE, BUS BAYS & DRAIN IN PACKAGE-I, SECTION-I, RING ROAD TO

DAROGHWALA CHOWK (BOTH SIDE).

Sr.

No.Descriptions Unit Qty

Rate (Rs.)Spec.

Item #.

of 4

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

7 SP-614(ii)

Providing and laying Tuff pavers, having 7000

PSI , crushing strength of approved

manufacturer, over 2" to 3" sand cushion i /c

grouting with and in joints i /c finishing to require

slope . complete in all respect. (50% Grey / 50%

Coloured)

SM 38384.80

8 601a

P/L Precast concrete kerb stone (12" X 14" X 6")

with BEDDING ,haunching & C.R paint

complete as per design

M 560.00

9 601bPre-Cast Concrete Edge Kerb including

Bedding, haunching complete in all restect.M 560.00

10 209a Dismantling Road Metalling I/C Its Removal CM 478.07

11 209aDismantling Road Metalling I/C Stacking &

ScreeningCM 340.00

12 107a

Earthwork excavation in open cutting for sewers

and manholes as shown 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

CM 2516.00

13 600P/L Dry Brick Ballast , ½" To 2"( 40 mm To

50mm) GaugeCM 691.20

14 2100

Providing and laying R.C.C. pipe, moulded with

cement concrete 1:1Â½:3, with spigot socket or

collar joint, etc. including cost of reinforcement,

conforming to B.S. 5911: Part I: 1981, Class "L"

including carriage of pipe from factory to site of

work, lowering in trenches to correct alignment

and grade, jointing, cutting pipes where

necessary, finishing and testing, etc., complete.

225 mm (9:) i/d

RM 6400.00

of 4

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

15 2300 P/L PCC 1:1.5:3 CM 300.00

16 2400Making connection with existing manhole i/c

restoration of manhole complete in all respectEach 379.00

17 2401Const. Gully Grating 600x600 With Rcc Precast

Perforated Slab Complete.Each 379.00

18 2402 Const. of Manholes 1.5 M Depth Complete Each 50.00

19 2403Raising And Lowering Of Existing Manhole I/C Cost

Of New C.I. Frame & Manhole Cover Complete In All

Respect

Each 100.00

20 401f P/L Lean Concrete (1:4:8) CM 37.63

21 401b(ii)

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.):-

RCC in slab of rafts / strip foundation, base slab of

column and retaining walls etc,

Type B(ratio 1:1.5:3)

CM 86.00

22 402b(ii)a


(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


RCC in roof slab, beams, column, lintels girders and

other structureal members bending members cast in

situ etc complete

Type C (ratio 1:1.5:3)

CM 209.63

of 4

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

23 404b

Fabrication of mild steel reinforcement for

cement concrete i/ c cutting, bending, laying, in

position, making joints and fastening i/ c cost of

binding wire and labour charges for binding of

steel reinforcement (Also i/c removal of rust

from bars) deformed bars, Grade 60

Ton 52.94

24 406f

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.

LM 33.00

25 6001Filling expansion joints with bitumen. sand &

saw dust in ratio 1:2:2.LM 33.00

26 1300

Bitumen coating to plastered or cement

concrete surface:-

i) 20 lbs. per 100 Sft. (9.07 Kg per Sq.m)

SM 709.50

27 6002

Providing and fixing theremopore (foamed

polythene) sheet in horizontal and vertical

expansion joints:

a) 1" (25 mm) thick thermopore sheet

LM 33.00

CHIEF ENGINEER Signature of Contractor

LDA

NOTE: 5% PST IS ADDED IN ESTIMATED COST

of 4

NAME OF WORK:-

In figures In words


2 107aExcavation Dressed I/C Removal Upto 10km

& Removal Of MulbaCM 14877.48

3 109a Sub-Grade Preparation In Earth Cut SM 12536.50



5 201

Providing and laying subbase course of


and grade, including placing, mixing,

spreading and compaction of subbase

material to required depth, camber, grade to

achieve 100% maximum modified AASHO

dry density, (including carriage of all material

to site of work

CM 1869.43

BID SCHEDULE




CONSTRUCTION / IMPROVEMENT AND REHABILITATION OF AT GRADE WORKS ALONG LAHORE ORANGE LINE METRO TRAIN

CORRIDOR (CONSTRUCTION OF PAVED PARKING AREAS, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS & DRAIN IN PACKAGE-

I, SECTION-I, FROM DAROGHWALA CHOWK TO PAKISTAN MINT (LEFT SIDE).

Sr.


Rate (Rs.)Spec.

Item #.

Page 1 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

6 206b



and grade, and supply and spreading of

stone screening, including placing, mixing,

spreading and compaction of base course

(WBM) material to required depth, camber

and grade to achieve 100% maximum

modified AASHO dry density, including

carriage of all materials to site of work from

CM 1959.20

7SP-

614(ii)

Providing and laying Tuff pavers, having

7000 PSI , crushing strength of approved


grouting with and in joints i /c finishing to

require slope . complete in all respect. (50%

Grey / 50% Coloured)

b) 80-mm thick

SM 9796.00

8 601a

P/L Precast concrete kerb stone (12" X 14" X

6") with Bedding ,haunching & C.R paint


RM 1473.50


Bedding, haunching complete in all restect.RM 560.00

10 SP-614(i)







60-mm thick

SM 2740.50

Page 2 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.



ScreeningCM 77.00

13 107a

Earthwork excavation in open cutting for

sewers and manholes as shown 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

CM 425.00



15 2100

Providing and laying R.C.C. pipe, moulded

with cement concrete 1:1Â½:3, with spigot

socket or collar joint, etc. including cost of

reinforcement, conforming to B.S. 5911: Part

I: 1981, Class "L" including carriage of pipe

from factory to site of work, lowering in

trenches to correct alignment and grade,

jointing, cutting pipes where necessary,

finishing and testing, etc., complete.

225 mm (9:) i/d

RM 1250.00

16 2300 P/L PCC 1:1.5:3 CM 187.50

17 2400

Making connection with existing manhole i/c

restoration of manhole complete in all

respect

Each 61.00

18 2401Const. Gully Grating 600x600 With Rcc

Precast Perforated Slab Complete.Each 61.00

Page 3 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

19 2402 Const. of Manholes 1.5 M Depth Complete Each 20.00

20 2403

Raising And Lowering Of Existing Manhole

I/C Cost Of New C.I. Frame & Manhole

Cover Complete In All Respect

Each 70.00


22 401b(ii)

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.):-

RCC in slab of rafts / strip foundation, base

slab of column and retaining walls etc,


CM 280.50

23 402b(ii)a





design, including forms, moulds, shuttering,

lifting, compacting, curing, rendering and

finishing exposed surface, complete but


fabrication and placing in position, etc.):-

RCC in roof slab, beams, column, lintels

girders and other structureal members

bending members cast in situ etc complete


CM 1103.30

Page 4 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

24 404b


cement concrete i/ c cutting, bending, laying,

in position, making joints and fastening i/ c

cost of binding wire and labour charges for

binding of steel reinforcement (Also i/c

removal of rust from bars) deformed bars,

Grade 60

Ton 201.03

25 406f

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.

LM 166.00

26 406aFilling expansion joints with bitumen. sand &

saw dust in ratio 1:2:2.LM 166.00

27 1300


concrete surface:-


SM 3740.00

28 6002



expansion joints:


LM 166.00


LDA


Page 5 of 5

NAME OF WORK:-

In figures In words


2 107aExcavation Dressed i/c Removal Upto 10km &




plugging in wellsCM 6186.35

5 201

Providing and laying subbase course of crushed







CM 2195.15

BID SCHEDULE






I, SECTION-I, FROM DAROGHWALA CHOWK TO PAKISTAN MINT (RIGHT SIDE)

Sr.


Rate (Rs.)Spec.

Item #.

Page 1 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

6 206b









from

CM 2384.20

7SP-

614(ii)






Coloured)

b) 80-mm thick

SM 11921.00

8 601a


with BEDDING ,haunching & C.R paint complete

as per design

RM 1489.00



10SP-

614(i)






Coloured)

60-mm thick

SM 2787.00


Page 2 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.


ScreeningCM 17.00

13 107a







0 ft. to 7.0 ft. (0 to 2.10 m) depth

CM 425.00



15 2100









225 mm (9:) i/d

RM 1250.00

16 2300 P/L PCC 1:1.5:3 CM 187.50





19 2402 Const. Of Manholes 1.5 M Depth Complete Each 20.00

Page 3 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

20 2403

Raising And Lowering Of Existing Manhole I/C

Cost Of New C.I. Frame & Manhole Cover

Complete In All Respect

Each 20.00

21 209

Dismantling and removing road pavement etc.,

including screening and staking of by-products

upto lead 10 km

CM 60.00


23 401b(ii)


(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


RCC in slab of rafts / strip foundation, base slab

of column and retaining walls etc,


CM 280.50

24402b(ii)

a



sand and screened graded and washed







RCC in roof slab, beams, column, lintels girders

and other structureal members bending

members cast in situ etc complete


CM 1103.30

Page 4 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

25 404b





steel reinforcement (Also i/c removal of rust from

bars) deformed bars, Grade 60

Ton 201.03

26 406f




respects.

LM 166.00

27 406a

Filling expansion joints with bitumen. sand &

saw dust in

ratio 1:2:2.

LM 166.00

28 1300


concrete surface:-


SM 3740.00

29 6002



expansion joints:


LM 166.00


LDA


Page 5 of 5

NAME OF WORK:-

In figures In words







5 201








CM 1720.66

6 206b









from

CM 1558.35

BID SCHEDULEESTIMATED COST:- Rs. 100.905 Million





I, SECTION-I, PAKISTAN MINT TO SHALIMAR CHOWK (LEFT SIDE).

Sr.


Rate (Rs.)

Page 1 of 5

In figures In words

Sr.


Rate (Rs.)

7 SP-614(ii)





slope . complete in all respect. (50% Grey /

50% Coloured)

b) 80-mm thick

SM 7791.75

8 601a




RM 2674.00



10 SP-614(i)





slope . complete in all respect. (50% Grey /

50% Coloured)

60-mm thick

SM 3753.00


12 209a Dismantling Road Metalling I/C Stacking &

ScreeningCM 17.00

13 107a







0 ft. to 7.0 ft. (0 to 2.10 m) depth

CM 425.00



Page 2 of 5

In figures In words

Sr.


Rate (Rs.)

15 2100









225 mm (9:) i/d

RM 1250.00

16 2300 P/L PCC 1:1.5:3 CM 187.50






20 2403




Each 70.00

21 209

Dismantling and removing road pavement etc.,

including screening and staking of by-products

upto lead 10 km

CM 60.00


Page 3 of 5

In figures In words

Sr.


Rate (Rs.)

23 401b(ii)


concrete (including prestressed concrete), using

coarse sand and screened graded and washed







RCC in slab of rafts / strip foundation, base slab

of column and retaining walls etc,


CM 280.50

24 402b(ii)a


concrete (including prestressed concrete), using

coarse sand and screened graded and washed







RCC in roof slab, beams, column, lintels girders

and other structureal members bending

members cast in situ etc complete


CM 1103.30

25 404b





steel reinforcement (Also i/c removal of rust

from bars) deformed bars, Grade 60

Ton 201.03

Page 4 of 5

In figures In words

Sr.


Rate (Rs.)

26 406f




respects.

LM 166.00

27 406a

Filling expansion joints with bitumen. sand &

saw dust in

ratio 1:2:2.

LM 166.00

28 1300


concrete surface:-


SM 3740.00

29 6002



expansion joints:


LM 166.00


LDA


Page 5 of 5

NAME OF WORK:-

In figures In words



Removal Of MulbaCM 17463.26


4 107d(i)Supplying and filling sand under floor; or plugging in

wells.CM 6459.35

5 201

Providing and laying subbase course of crushed stone

aggregate of approved quality and grade, including

placing, mixing, spreading and compaction of subbase

material to required depth, camber, grade to achieve



CM 2405.90

6 206b

Providing and laying base course (WBM) of crushed

stone aggregate of approved quality and grade, and

supply and spreading of stone screening, including

placing, mixing, spreading and compaction of base

course (WBM) material to required depth, camber and

grade to achieve 100% maximum modified AASHO dry

density, including carriage of all materials to site of work

from

CM 2467.20






I, SECTION-I, PAKISTAN MINT TO SHALIMAR CHOWK (RIGHT SIDE).Sr.


Rate (Rs.)Spec.

Item #.

Page 1 of 4

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

7SP-

614(ii)

Providing and laying Tuff pavers, having 7000 PSI ,

crushing strength of approved manufacturer, over 2" to

3" sand cushion i /c grouting with and in joints i /c

finishing to require slope . complete in all respect. (50%


b) 80-mm thick

SM 12336.00

8 601aP/L Precast concrete kerb stone (12" X 14" X 6") with

Bedding,haunching & C.R paint complete as per designRM 2449.00

9 601bPre-Cast Concrete Edge Kerb including Bedding,

haunching complete in all restect.RM 560.00

10 SP-614(i)


crushing strength of approved manufacturer, over 2" to

3" sand cushion i /c grouting with and in joints i /c

finishing to require slope. complete in all respect. (50%

Grey / 50% Coloured) 60-mm thick

SM 3777.00


12 209a Dismantling Road Metalling I/C Stacking & Screening CM 17.00

13 107a Earthwork excavation in open cutting for sewers and manholes as shown 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) depthCM 425.00

14 600P/L Dry Brick Ballast , ½" To 2"( 40 mm To 50mm)

GaugeCM 135.00

15 2100 Providing and laying R.C.C. pipe, moulded with cement concrete 1:1Â½:3, with spigot socket or collar joint, etc. including cost of reinforcement, conforming to B.S. 5911: Part I: 1981, Class "L" including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete.225 mm (9:) i/dRM 1250.00

16 2300 P/L PCC 1:1.5:3 CM 187.50

17 2400Making connection with existing manhole i/c restoration

of manhole complete in all respectEach 84.00

18 2401 Const. Gully Grating 600x600 With Rcc Precast Perforated Slab Complete.Each 84.00


20 2403Raising And Lowering Of Existing Manhole I/C Cost Of

New C.I. Frame & Manhole Cover Complete In All

Respect

Each 25.00

Page 2 of 4

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

21 209Dismantling and removing road pavement etc., including

screening and staking of by-products upto lead 10 kmCM 60.00


23 401b(ii)


(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.):-

RCC in slab of rafts / strip foundation, base slab of

column and retaining walls etc,


CM 280.50

24 402b(ii)a


(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.):-

RCC in roof slab, beams, column, lintels girders and

other structureal members bending members cast in

situ etc complete


CM 1103.30

25 404b

Fabrication of mild steel reinforcement for cement

concrete i/ c cutting, bending, laying, in position, making

joints and fastening i/ c cost of binding wire and labour

charges for binding of steel reinforcement (Also i/c

removal of rust from bars) deformed bars, Grade 60

Ton 201.03

Page 3 of 4

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

26 406fProviding 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.

LM 166.00

27 6001Filling expansion joints with bitumen. sand & saw dust in

ratio 1:2:2.LM 166.00

28 1300Bitumen coating to plastered or cement concrete

surface:-


SM 3740.00

29 6002Providing and fixing theremopore (foamed polythene)

sheet in horizontal and vertical expansion joints:


LM 166.00


LDA


Page 4 of 4

NAME OF WORK:-

In figures In words

1 107a Dismantling PCC i/c its Removal CM 1233.34



3 107d(i) Sub-Grade Preparation In Earth Cut SM 31368.15

4 201Supplying and filling sand under floor; or


5 206b



including placing, mixing, spreading and compaction

of subbase material to required depth, camber,

grade to achieve 100% maximum modified AASHO

dry density, (including carriage of all material to site

of work

CM 4638.92

6SP-

614(ii)

Providing and laying base course (WBM) of crushed

stone aggregate of approved quality and grade, and

supply and spreading of stone screening, including

placing, mixing, spreading and compaction of base

course (WBM) material to required depth, camber

and grade to achieve 100% maximum modified

AASHO dry density, including carriage of all

materials to site of work from

CM 4467.63

BID SCHEDULE





CORRIDOR (CONSTRUCTION OF PAVED PARKING AREAS, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS PACKAGE-I, SECTION-II,

FROM SHALAMAR STATION TO COOP STORE. (LEFT SIDE).

Sr.


Rate (Rs.)Spec.

Item #.

Page 1 of 3

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

7 601a







b) 80-mm thick

SM 22338.15

8 601a




RM 7060.00

9SP-

614(i)

Pre-Cast Concrete Edge Kerb including


10 209a






Grey / 50% Coloured) 60-mm thick

SM 9030.00



ScreeningCM 102.00

13 600







0 ft. to 7.0 ft. (0 to 2.10 m) depth

CM 884.00



Page 2 of 3

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

15 2300









225 mm (9:) i/d

RM 2300.00

16 2400 P/L PCC 1:1.5:3 CM 90.00






20

Raising And Lowering of Existing Manhole i/c

Cost of New C.I. Frame & Manhole Cover


Each 50.00


LDA


Page 3 of 3

NAME OF WORK:-

In figures In words





4 107d(i)Supplying and filling sand under floor; or plugging

in wells.CM 8202.22

5 201




compaction of subbase material to required depth,

camber, grade to achieve 100% maximum

modified AASHO dry density, (including carriage

of all material to site of work

CM 4465.09

6 206b


crushed stone aggregate of approved quality and

grade, and supply and spreading of stone


and compaction of base course (WBM) material to

required depth, camber and grade to achieve



from

CM 4078.45

BID SCHEDULE

ESTIMATED COST:- Rs. 114..454 Million




CORRIDOR (CONSTRUCTION OF PAVED PARKING AREAS, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS PACKAGE-I,

SECTION-II, SHALAMAR STATION TO COOP STORE (RIGHT SIDE).

Sr.


Rate (Rs.)Spec.

Item #.

Page 1 of 3

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

7SP-

614(ii)

Providing and laying Tuff pavers, having 7000 PSI

, crushing strength of approved manufacturer,

over 2" to 3" sand cushion i /c grouting with and in

joints i /c finishing to require slope . complete in all

respect. (50% Grey / 50% Coloured)

b) 80-mm thick

SM 20392.24

8 601a


with Bedding ,haunching & C.R paint complete as

per design

RM 7060.00

9 601aPre-Cast Concrete Edge Kerb including Bedding,

haunching complete in all restect.RM 560.00

10SP-

614(i)

Providing and laying Tuff pavers, having 7000 PSI

, crushing strength of approved manufacturer,

over 2" to 3" sand cushion i /c grouting with and in

joints i /c finishing to require slope . complete in all

respect. (50% Grey / 50% Coloured)

60-mm thick

SM 9817.00


12 209a Dismantling Road Metalling I/C Stacking &

ScreeningCM 102.00

13 107a







0 ft. to 7.0 ft. (0 to 2.10 m) depth

CM 884.00

14 600P/L Dry Brick Ballast , ½" To 2"( 40 mm To 50mm)

GaugeCM 248.40

Page 2 of 3

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

15 2100









225 mm (9:) i/d

RM 2300.00

16 2300 P/L PCC 1:1.5:3 CM 90.00






20 2403


Cost of New C.I. Frame & Manhole Cover


Each 50.00


LDA


Page 3 of 3

NAME OF WORK:-

In figures In words



Removal Of MulbaCM 12901.68




5 201








CM 2067.59

BID SCHEDULE





CORRIDOR (CONSTRUCTION OF PAVED PARKING AREAS, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS PACKAGE-I, SECTION-II,

FROM CO-OP STORE TO BOHAR WALA CHOWK)

Sr.


Rate (Rs.)Spec. Item

#.

Page 1 of 4

In figures In words

Sr.



#.

6 206b









from

CM 3101.66

7 SP-614(ii)






Coloured)

b) 80-mm thick

SM 13783.91

8 SP-614(i)






Coloured)

SM 2446.50

9 601a


6") with Bedding,haunching & C.R paint


RM 6500.00



ScreeningCM 34.00

Page 2 of 4

In figures In words

Sr.



#.

12 107a







0 ft. to 7.0 ft. (0 to 2.10 m) depth

CM 408.00


ScreeningCM 118.80

14 2100









225 mm (9:) i/d

RM 1100.00

15 2300 P/L PCC 1:1.5:3 CM 30.00






19 2403




Each 30.00

Page 3 of 4

In figures In words

Sr.



#.


LDA


Page 4 of 4

NAME OF WORK:-

In figures In words

1 510bDismantling of cement concrete plain including its

disposal from site upto 10kmCM 630.00

2 209a

Dismantling and removing road pavement, etc.,

including screening and stacking of byproducts upto

one chain lead

CM 516.99

3 209a Dismentling Road Metalling i/c its Removal. CM 467.68

4 201aReuse of broken pavement material from existing

road as Sub baseCM 336.05

5 107a Regular excavation dresssed i/c removal upto 10Km. CM 22317.55

6 109a Subgrade preparation in earth cut SM 43600.00

7 107d(i)Supplying and filling sand under floor; or plugging in

wells.CM 10315.09

8 201

Providing and laying sub base course of stone

product of approved quality and grade, including

placing, mixing, spreading and compaction of sub-

base material to required depth, camber, grade to

achieve 100% maximum modified AASHO dry

density, including carriage of all material to site of

work

CM 6368.08

BID SCHEDULE




CONSTRUCTION / IMPROVEMENT AND REHABILITATION OF AT GRADE WORKS ALONG LAHORE ORANGE LINE METRO

TRAIN CORRIDOR (CONSTRUCTION OF WALKWAYS & PAVED PARKING AREAS IN PACKAGE-I, SECTION-III FROM BOHAR

WALA CHOWK TO PIA PLANETARIUM).

Sr.


Rate (Rs.)Spec.

Item #.

Page 1 of 3

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

9 206b

P/L base course (WBM) of crushed stone aggregate

aggregate of approved quality and grade, and supply

and spreading of stone screening, including placing,

mixing, spreading and compaction of base course

material to required depth, camber and grade to

achieve 100%maximum modified AASHO dry

density, including carriage of all materials to site of

work

CM 3920.00

10 601aPre-Cast Concrete (Non-Mountable) Kerb stone

(size 300x350x150 mm) complete as per designLM 8480.00

11SP-

614(i)


crushing strength of approved manufacturer, over 2"

to 3" sand cushion i /c grouting with and in joints i /c

finishing to require slope . complete in all respect.

(50% Grey / 50% Coloured)

60-mm thick

SM 24000.00

12SP-

614(ii)


crushing strength of approved manufacturer, over 2"

to 3" sand cushion i /c grouting with and in joints i /c

finishing to require slope . complete in all respect.


b) 80-mm thick

SM 19600.00

13 2100




conforming to B.S. 5911

Part I: 1981, Class "L" including carriage of pipe

from factory to site of work, lowering in trenches to

correct alignment and grade, jointing, cutting pipes

where necessary, finishing and testing, etc.,

complete. (9" dia)

LM 2046.80

Page 2 of 3

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

14 2401

Construction of gully grating chamber 600x600mm

with RCC per cast perforated slab complete in all

respects

Nos 280.00

15 2403

Raising and lowering of existing manhole including

cost of new C.I frame and manhole cover where

required complete in all respects

Nos 430.00

16 2400 Making connection with drain or sewer line Nos 280.00

17 2300 P/L PCC 1:1.5:3 CM 504.24

18 600Dry rammed brick or stone ballast, 1½" to 2"( 40 mm

to 50 mm) gauge.CM 221.05

CHIEF ENGINEER Signature of ContractorLDA


Page 3 of 3

NAME OF WORK:-

In figures In words

1 209aDismentling Road Metalling i/c Stacking

& ScreeningCM 1,512.00

2 203b

Providing and laying plant premixed

bituminous carpet,base course including

compaction and finishing to required camber,

grade and density. 3.5% Bitumen (Including

carriage of crushed stone aggregate/bajri

CM 825.00

3 206b



and grade, and supply and spreading of

stone screening, including placing, mixing,

spreading and compaction of base course

(WBM) material to required depth, camber

and grade to achieve 100% maximum

modified AASHO dry density, including

carriage of all materials to site of work

CM 1,650.00

4 302

Providing and laying bituminous priming

coat, using 10 lbs. kerosene oil and 10

lbs. binder per 100 Sft. or 0.5 Kg

kerosene and 0.5 Kg binder per square

metre.

SM 11,000.00

BID SCHEDULE




CONSTRUCTION / IMPROVEMENT AND REHABILITATION OF AT GRADE WORKS ALONG LAHORE ORANGE LINE METRO

TRAIN CORRIDOR (REHABILITATION / IMPROVEMENT OF ALLAMA IQBAL ROAD PACKAGE-I, SECTION-III. (RAILWAY

STATION TO BOHAR WALA CHOWK)

Sr. No. Descriptions Unit Qty Rate (Rs.)Spec.

Item #.

Page 1 of 3

In figures In wordsSr. No. Descriptions Unit Qty

Rate (Rs.)Spec.

Item #.

5 303

Providing and laying bituminous tack

coat, using 10 lbs. of bitumen per 100 Sft

(0.49 Kg of bitumen per sq.m.)

SM 5,500.00

6 305


bituminous carpet, wearing course

including compaction and finishing to

required camber, grade and

density.4.5% Bitumen (Including

CM 275.00

7 1300

CR paint on old kurb stone including

brushing and scraping complete in all

respect.

SM 150.00

8 SP-614(i)



manufacturer, over 2" to 3" sand cushion

i /c grouting with and in joints i /c finishing

to require slope . complete in all respect.


b) 60-mm thick

SM 300.00

9 2300 P/L PCC 1:1.5:3 CM 29.40

10 510bDismantling cement concrete plain

including its disposal from site upto

10km.

CM 51.60

11 201aReuse of broken pavement material from

existing road as Sub baseCM 1,650.00

12 209aDismantling Road Metalling I/C Its

RemovalCM 1,375.00

13 601a

Precast concrete non-mountable kerb

type K-4 (size 300x350x150mm)


LM 500.00

14 608aPavement marking with TP paint 15 cm

wide 15mm thickLM 2,000.00

Page 2 of 3

In figures In wordsSr. No. Descriptions Unit Qty

Rate (Rs.)Spec.

Item #.

15 2403

Raising and lowering of existing manhole

including cost of new C.I frame

andmanhole cover where required

complete in all respect.

Nos. 30.00

16 209dPreparation of surface after dismantling

of existing road pavement structureSM 11,000.00

17 607aTraffic road signs Category - 1 (1200mm)

triangular with post Nos. 5.00

18 607c i Traffic sign with single post assembly SM 10.00

19 607c ii Traffic sign with double post assembly SM 10.00

20 607bTraffic road signs Category-II (1200mm)

Circular with post Nos. 2.00

21 609cReflectorized pavement Studs (raised

Profile Type - Single)Nos. 100.00


LDA


Page 3 of 3

NAME OF WORK:-

In figures In words

1 107aStructural excavation in common material for

storm water drian including removal from site CM 6538.51

2 401f Lean Concrete(1:4:8) CM 1722.60

3 404b

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)

(c) Deformed bars (Grade-60)

Ton 134.16

4 401b(ii)



sand and screenedgraded 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.

Reinforced cement concrete in slab of rafts / strip

foundation, base slab of column and retaining

walls; etc

(2) Type B (nominal mix 1: 1½: 3)

CM 308.88





CORRIDOR (CONSTRUCTION OF STORM WATER DRAINS & THEIR ROAD RESTORATION AT CUT & COVER AREA PACKAGE-I, SECTION-

III).

Sr.


Rate (Rs.)Spec.

Item #.

Page 1 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

5 402b(ii)a

Providing and laying Reinforced cement

concrete (includingprestressed concrete), using

coarse sand and screenedgraded and washed

aggregate, in required shape and

design,including forms, moulds, shuttering,

lifting, compacting,curing, rendering and

finishing exposed surface, complete (but



Reinforced cement concrete in roof slab,

beams, columns lintels, girders and other

structural members laid insitu or precast laid in

position, or prestressed members cast in situ,

complete in all respects

(2) Type C (nominal mix(1:1:5:3)

CM 873.78

6 902.4.2

P/F 6" (150 mm) thick R.C.C. manhole cover

with 3"x3"x¼" (75x75x6mm) angle iron frame,

22" (550 mm) i/d as per standard drawing

STD/PD No. 7 of 1977, complete in all respects

Nos 147.00

7 406f


mm) thick Rubber Water Stoper in Expension in

RCC Roof Slab complete in all respect.

LM 4900.00

8 1300

Bitumen Paint on plastered or cement concrete

surface (contraction joint)

(i) 20lbs/100 sq ft or 9.07kg/sqm

SM 6615.00



10 209a Dismentling Road Metalling i/c its Removal CM 174.04

Page 2 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

11 209aDismantling and removing road pavement, etc.,

including screening and stacking of by product CM 267.75

12 201aReuse of broken pavement material from

existing road as Sub baseCM 174.04

13 201








CM 267.75

14 206b

a) Providing and laying base course (WBM) of








CM 334.69

15 302

Providing and laying bituminous priming coat,

using 10 lbs. kerosene oil and 10 lbs. binder per

100 Sft. or 0.5 Kg kerosene and 0.5 Kg binder

per square metre.

SM 1338.75

16 203

Providing and laying plant premixed bituminous

carpet,base course including compaction and

finishing to required camber, grade and density.

3.5% Bitumen (Including carriage of crushed

stone aggregate/bajri .

CM 100.41

Page 3 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

17 303

Providing and laying bituminous tack coat, using

10 lbs. of bitumen per 100 Sft (0.49 Kg of

bitumen per sq.m.)

SM 1338.75

18 305

Providing and laying plant premixed bituminous

carpet, wearing course including compaction

and finishing to required camber, grade and

density.4.5% Bitumen (Including carriage of

crushed stone aggregate/bajri

CM 66.94

19 109aSubgrade preparation in earth cut including

compactionSM 1338.75

20 SP-614(i)

Providing and laying Tuff pavers , having 7000

PS I, crushing strength of approved

manufacturer, over 2"to3" sand cushion i/c

grouting with sand in joints i/c finishing to

require slope . complete in all respect (60mm

thick)

SM 630.00

21 902.4.2P/L uPVC Pipe 160mm dia water down pipe

complete in all respectLM 800.45

22 608b Pavement marking with T.P paint 1.5 mm thick SM 251.37

23 601a


6") with haunching & C.R paint complete as per

design

LM 315.00

24 607aTraffic road signs Category - 1 (1200mm)

triangular with post Nos. 5.00

25 607bTraffic road signs Category - II (1200mm)

Circular with post Nos. 1.00

Page 4 of 5

In figures In words

Sr.


Rate (Rs.)Spec.

Item #.

26 609cP/F reflectorized pavement studs Raised profile

type singleNos. 158.00


LDA


Page 5 of 5

NAME OF WORK:-

In figures In words

101Jungle clearance and removing within 100 ft.

(30 m)SM 3,745.000

104 Natural Ground Compaction SM 3,745.000

106aExcavation of Unsuitable / Surplus common

material including removal from site.CM 17,692.500

107aStructural Excavation for Strom Water Drain

Including Removal from Site .CM 6,250.000

108cFormation of Embankment from borrow

Excavation including all lead and lift.CM 3,850.102

109a Sub grade Preparation in Earth Cut SM 20,421.622

209bScarifying old road surface including removal

of debries within 1 chain (30m)SM 500.000

201

Providing and laying sub-base course of stone

product ditto of approved quality and grade,


compaction of sub-base material to required



including carriage of all material to site of

work.

CM 6,323.615

201a Reuse of existing Base Course as Sub Base CM 1,513.890

Specification

Item # Descriptions Unit Qty

Rate (Rs.)

BID SCHEDULE



TIME LIMIT 0 4 Months

IMPROVEMENT AND REHABILITATION OF AT GRADE WORKS ALONG LAHORE ORANGE LINE METRO TRAIN

CORRIDOR (REHABILITATION / CONSTRUCTIOIN OF SERVICE ROAD ALONG MULTAN ROAD, CONSTRUCTION

OF BUS BAYS AND RESTORATION OF WASA WORKS PACKAGE-II GROUP-1)

Page 1 of 6

In figures In words

Specification


Rate (Rs.)

206b

Providing and laying base course of crushed

stone aggregate of approved quality and

grade, and supply and spreading of stone

screening, including placing, spreading and

compaction of base course material to

required depth, camber and grade to achieve


including carriage of all materials to site of

work.

CM 5,924.548

203b


bituminous carpet, base course including

compaction and finishing to required camber,

grade and density. 3.5% Bitumen (Including

carriage of crushed stone aggregate/bajri .

CM 178.426

209aDismantling of road metling including removal

from siteCM 2,311.34

209a

Dismantling and removing road pavement,

etc., including screening and stacking of

byproducts upto one chain lead (30 meter).

CM 2,162.70

302

Providing and laying bituminous priming coat,

using 10 lbs. kerosene oil and 10 lbs. binder

per 100 Sft. or 0.5 Kg kerosene and 0.5 Kg

binder per square meter.

SM 20,656.58

305

Providing and laying Asphaltic wearing course

using 4.5% Bitumen (Including carriage of

crushed stone aggregate/bajri

SM 939.40

107d(i)Supplying and filling sand under floor; or

plugging in wellsCM 1,250.000

Page 2 of 6

In figures In words

Specification


Rate (Rs.)

401b(ii)





design including forms, moulds, shuttering,

lifting, compacting curing, rendering and



fabrication and placing in position, etc.)

Reinforced cement concrete in slab of rafts /

strip foundation, base slab of column and

retaining walls; etc Type B (nominal mix 1:

1½: 3)

CM 718.862

402b(ii)a



using coarse sand and screenedgraded and






fabrication and placing in position, etc & Entry

Structures elevated Members) Reinforced

cement concrete in roof slab, beams, columns

lintels, girders and other structural members

laid insitu or precast laid in position, or

prestressed members cast in situ, complete in

all respects


CM 1,050.000

401f Lean Concrete(1:4:8) CM 137.500

Page 3 of 6

In figures In words

Specification


Rate (Rs.)

404b


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)


Ton 204.504

901-2a

Provide and fix 100 mm (4'')PVC / uPVC

Blind/Pressure Pipe Class "B" (6 bar) PS-

3051=BS-350

LM 437.500

510bDismantling of plain cement concrete

including removal from site CM 500.000

902.4.2

Providing and fixing 6" Thick R.C.C manhole

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

(Frame Weight 37.324kg. Or one maund as

per Standard Drawing STD/PD No.6 of 1977,


Each 50.000

2401

Providing gully grating chamber 600mm x

600mm with pre-cast concrete perforated slab

complete in all respect

Each 50.000

603

Providing and laying road edging of 3"

(75mm) wide and 9" (225mm) deep brick on

end, complete in all respect.

LM 6,200.000

406f

Providing embedding 10" (250 mm) wide ¼"

(6 mm) thick Rubber Water Stopper in

Expansion in RCC Roof Slab complete in all

respect.

LM 787.50

410aPacca Brick work other than Building upto

10Ft Height ratio (1:3)CM 124.28

510aDismantling of RCC including removal from

Site.CM 100.000

510cDismantling Brick Work in lime or cement

mortarCM 100.000

Page 4 of 6

In figures In words

Specification


Rate (Rs.)

SP-614(i)







b) 60-mm thick

SM 6,048.000

SP-614(ii)







c) 80-mm thick

SM 5,600.000

601a

Providing and fixing Pre-cast concrete (non-

mountable) type k-4 kerb stone including

bedding, haunching and two coats of CR

paint.

M 2,240.000

2403

Raising of Manhole including Cost of New

Frame and missing Manhole Cover Complete

in all respects

Each 200.000

107e Common Backfil complete in all respect. CM 1,250.000

SP-116

Filling of Sweet Earth General Areas other

than Embankment and Compact to Degree of

Compaction of Natural Ground

CM 952.01

209d Surface Preparation of existing Base Course SM 2,034.00

902.4.2Provide and fix uPVC Water Down Pipe "class

B" 160 mm dia complete in all respect.M 1,500.00

2400Making connection with existing manhole i/c


607aTraffic Road Signs, Category-I, 1200mm

Triangular with PostEach 40.00

Page 5 of 6

In figures In words

Specification


Rate (Rs.)

607bTraffic Road Signs, Category-II, 1200mm

Circular with PostEach 45.00

607c(i)Traffic Signs, Rectangular with single post

assemblySM 50.00

607c(ii)Traffic Signs, Rectangular with double post

assemblySM 50.00

608aPavement Marking With Thermoplastic

Reflective Paint for lines of 15cm wideM 7,186.34

608b

Pavement Marking with Thermoplastic

Reflective Paint for Arrows, stops, pedestrian

crossing, Hatch Area etc. as specified

SM 100.00

609cReflectorized pavement Studs (raised Profile

Type - Single)Each 200.00

609c(i)Providing & fixing of reflectorized pavement

studs Flushed surface type (two side reflector)Each 2,986.69

601bPre-Cast Concrete Edge Kerb including

Bedding, haunching complete in all restect.LM 2,240.02

510aiCredit for steel reinforcement recovered from

dismantled RCC structureKg 3,675.00 43.00 Rupees forty three only

510ciCredit for Bricks Recovered from Dismantled

Brick MasonryNo 19,072.00 4.00 Rupees four only

510ciCredit for Brick Bats Recovered from

Dismantled Brick MasonryCft 2,119.20 12.00 Rupees twelve only

Note: 5% PST is added in estimated cost


LDA.

Page 6 of 6

NAME OF WORK:-

In figures In words

106aExcavation of Unsuitable / Surplus common

material including removal from site.CM 24,451.875

109a Sub grade Preparation in Earth Cut SM 32,602.500

201

Providing and laying sub base course of


and grade, including placing, mixing, spreading

and compaction of sub base material to

required depth, camber, grade to achieve 100%


(including carriage of all material to site of work.

CM 4,657.500

401a(i)

Plain Cement Concrete Ratio (1:2:4) including

placing, Compacting, Finishing, and Curing

complete (Including Screening and washing of

stone aggregate complete in all respect

CM 3,307.500

SP-614(i)







b) 60-mm thick

SM 10,050.000

Tuff Pavers

BID SCHEDULE



TIME LIMIT 0 4 Months

IMPROVEMENT AND REHABILITATION OF AT GRADE WORKS ALONG LAHORE ORANGE LINE METRO TRAIN

CORRIDOR (CONSTRUCTION OF RCC DRAIN / SEWER LINE AND LAYING OF TUFF PAVERS ALONG RAIWIND

ROAD Package-II (Group-2)

Specification


Rate (Rs.)

Page 1 of 6

In figures In words

Tuff Pavers

Specification


Rate (Rs.)

SP-614(ii)







c) 80-mm thick

SM 21,000.000

601a

Providing and Fixing Pre-Cast Concrete (Non-

Mountable) Type K-4 Kerb Stone including

Bedding, hunching and two coats of CR Paint.

LM 4,364.820

107a


and manholes as shown in drawings with



and levels, removing surface water, in all types

of soil except shingle, gravel and rock.

i) 0 m to 2.10 m depth CM 614.279

600Dry rammed brick or stone ballast, 1½" to 2"

( 40 mm to 50 mm) gauge.CM 166.224

2100

Providing and laying R.C.C pipe

sewers,moulded with R.C.C 1:1.5:3 conforming

to ASTM specifications C-76-79 (or latest

edition of the relevant specification), class

III,Wall B i/c carriage of pipes from factory to

site of work, lowering in trenches to correct

alignment and grade, jointing with rubber ring,

cutting pipes where necessary, testing, etc.

complete.(i) 460 mm (18") i/d M 300.000

Drainage Works

Page 2 of 6

In figures In words

Tuff Pavers

Specification


Rate (Rs.)

2100

Providing and laying R.C.C pipe

sewers,moulded with R.C.C 1:1.5:3 conforming

to ASTM specifications C-76-79 (or latest

edition of the relevant specification), class

III,Wall B i/c carriage of pipes from factory to

site of work, lowering in trenches to correct

alignment and grade, jointing with rubber ring,

cutting pipes where necessary, testing, etc.

complete.(i) 310 mm (12") i/d M 140.000

(ii) 380 mm (15") i/d M 180.000

107e

Rehandling of earthwork, lead up to a single

throw of kassi, phaorah or shovel.

a) Mixing, moistening earth to optimum

moisture content in layers for compaction, etc.

complete.

c) Ramming earth in all types of soil.

CM 325.586

107e

Transportation of earth all types when the total

distance, including the lead covered in the item

of work, is more than 300m

a) upto 400m CM 57.733

b) for every 100m additional lead or part

thereof, beyond 400m upto 1.6km (for 1200m)CM 57.733

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

thereof, beyond (1.6 Km.) upto (8 Km).CM 57.733

107aStructural Excavation for Strom Water Drain

Including Removal from Site .CM 7,184.065

Page 3 of 6

In figures In words

Tuff Pavers

Specification


Rate (Rs.)

402b(ii)a


concrete (includingprestressed concrete), using

coarse sand and screenedgraded and washed

aggregate, in required shape and






Reinforced cement concrete in roof slab,

beams, columns lintels, girders and other

structural members laid insitu or precast laid in

position, or prestressed members cast in situ,

complete in all respects


CM 1,431.584

401b(ii)





design including forms, moulds, shuttering,

lifting, compacting curing, rendering and



fabrication and placing in position, etc.)

Reinforced cement concrete in slab of rafts /

strip foundation, base slab of column and

retaining walls; etc Type B (nominal mix 1: 1½:

3)

CM 519.840

401f Lean Concrete (1:4:8) CM 287.100

Page 4 of 6

In figures In words

Tuff Pavers

Specification


Rate (Rs.)

404b


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)


Ton 295.912

406f


mm) thick Rubber Water Stopper in Expansion

in RCC Roof Slab complete in all respect.

LM 316.496

1300

Bitumen Paint on plastered or cement concrete

surface (contraction joint)

(i) 20lbs/100 sq ft or 9.07kg/sqm

Each

Set6,008.320

107d(i)Supplying and filling sand under floor; or

plugging in wellsCM 2,777.660

902.4.2

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,


Each 242.00

RA-01

Providing and fixing, MS grating section 1' x 4"

with angle iron frame grating ( L 1-1/2" X 1/2" X

3/16" ) fitted with 1/2" sq. bar welded with frame

at 2" c/c and #4 bar 2" long welded with frame

as indicated in drawing complete in all respects.

Each 242.000

601bPre-Cast Concrete Edge Kerb including

Bedding, hunching complete in all respect.M 3,800.000

SP-615(ii)Dismantling. Removal and stockpiling of Kerb

Stone of walkwayM 500.000

SP-618(i) Reuse of Removed and stock piled kerb stone M 500.000

Page 5 of 6

In figures In words

Tuff Pavers

Specification


Rate (Rs.)

RA-01A

Providing and fixing steel grating (1'-6'' X 1'-6'')

at site with angle iron frame 1 1/2"x1 1/ 2"x1/4"

and 3/4" square bars @ 1 3/4" c/c complete in

all respects according to the drawing and

specifications as per direction by the engineer

incharge.

Each 32.000

RA-01A

Construction of Gully Grating chamber of 2'x2'

size with M.S Grating as per site & drawing and


Each 33.000

6001Filling Expansion joints with bitumin,Sand and

Saw dust ratio 1:2:2LM 141.829

RA-02A

Water supply arrangements for station through

submersible water pump including boring,

complete in all respects.(2 No's)

P.S - 1,500,000 Rupees fifteen lac only

Note: 5% PST is added in estimated cost


LDA.

Page 6 of 6

bid schedule - eproc.punjab.gov.pk · with bedding ,haunching & c.r paint complete as per...

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