bid schedule - eproc.punjab.gov.pk · with bedding ,haunching & c.r paint complete as per...
TRANSCRIPT
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 #.
Page 1 of 4
In figures In words
Sr.
No.Descriptions Unit Qty
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 1:1½:3, with spigot socket or
collar joint, etc. including cost of reinforcement,
conforming to B.S. 5911: Part I: 1981, Class "L"
including carriage of pipe from factory to site of
work, lowering in trenches to correct alignment
and grade, jointing, cutting pipes where
necessary, finishing and testing, etc., complete.
225 mm (9:) i/d
RM 6400.00
Page 2 of 4
In figures In words
Sr.
No.Descriptions Unit Qty
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
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 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
Page 3 of 4
In figures In words
Sr.
No.Descriptions Unit Qty
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
Page 4 of 4
NAME OF WORK:-
In figures In words
1 510b Dismantling PCC i/c its Removal CM 548.40
2 107aExcavation Dressed I/C Removal Upto 10km
& Removal Of MulbaCM 14877.48
3 109a Sub-Grade Preparation In Earth Cut SM 12536.50
4 107d(i)Supplying and filling sand under floor; or
plugging in wells.CM 5541.88
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 1869.43
BID SCHEDULE
ESTIMATED COST:- Rs. 106.065 Million
EARNEST MONEY:- Rs. 2.121 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, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS & DRAIN IN PACKAGE-
I, SECTION-I, FROM DAROGHWALA CHOWK TO PAKISTAN MINT (LEFT SIDE).
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
Page 1 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
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 1959.20
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 9796.00
8 601a
P/L Precast concrete kerb stone (12" X 14" X
6") with Bedding ,haunching & C.R paint
complete as per design
RM 1473.50
9 601bPre-Cast Concrete Edge Kerb including
Bedding, haunching complete in all restect.RM 560.00
10 SP-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 2740.50
Page 2 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
11 209a Dismantling Road Metalling I/C Its Removal CM 19.39
12 209aDismantling Road Metalling I/C Stacking &
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
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 1:1½:3, with spigot
socket or collar joint, etc. including cost of
reinforcement, conforming to B.S. 5911: Part
I: 1981, Class "L" including carriage of pipe
from factory to site of work, lowering in
trenches to correct alignment and grade,
jointing, cutting pipes where necessary,
finishing and testing, etc., complete.
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.
No.Descriptions Unit Qty
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
21 401f P/L Lean Concrete (1:4:8) CM 233.75
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,
Type B(ratio 1:1.5:3)
CM 280.50
23 402b(ii)a
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 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 1103.30
Page 4 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
24 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
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
Bitumen coating to plastered or cement
concrete surface:-
i) 20 lbs. per 100 Sft. (9.07 Kg per Sq.m)
SM 3740.00
28 6002
Providing and fixing theremopore (foamed
polythene) sheet in horizontal and vertical
expansion joints:
a) 1" (25 mm) thick thermopore sheet
LM 166.00
CHIEF ENGINEER Signature of Contractor
LDA
NOTE: 5% PST IS ADDED IN ESTIMATED COST
Page 5 of 5
NAME OF WORK:-
In figures In words
1 510b Dismantling PCC i/c its Removal CM 626.27
2 107aExcavation Dressed i/c Removal Upto 10km &
Removal of MulbaCM 16733.03
3 109a Sub-Grade Preparation In Earth Cut SM 14708.00
4 107d(i)Supplying and filling sand under floor; or
plugging in wellsCM 6186.35
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 100%
maximum modified AASHO dry density,
(including carriage of all material to site of work
CM 2195.15
BID SCHEDULE
ESTIMATED COST:- Rs. 113.680 Million
EARNEST MONEY:- Rs. 2.274 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, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS & DRAIN IN PACKAGE-
I, SECTION-I, FROM DAROGHWALA CHOWK TO PAKISTAN MINT (RIGHT SIDE)
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
Page 1 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
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 2384.20
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 11921.00
8 601a
P/L Precast concrete kerb stone (12" X 14" X 6")
with BEDDING ,haunching & C.R paint complete
as per design
RM 1489.00
9 601bPre-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 2787.00
11 209a Dismantling Road Metalling I/C Its Removal CM 19.39
Page 2 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
12 209aDismantling Road Metalling I/C Stacking &
ScreeningCM 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) depth
CM 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 1:1½:3, with spigot socket or
collar joint, etc. including cost of reinforcement,
conforming to B.S. 5911: Part I: 1981, Class "L"
including carriage of pipe from factory to site of
work, lowering in trenches to correct alignment
and grade, jointing, cutting pipes where
necessary, finishing and testing, etc., complete.
225 mm (9:) i/d
RM 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 62.00
18 2401Const. Gully Grating 600x600 With Rcc Precast
Perforated Slab Complete.Each 62.00
19 2402 Const. Of Manholes 1.5 M Depth Complete Each 20.00
Page 3 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
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
22 401f P/L Lean Concrete (1:4:8) CM 233.75
23 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 280.50
24402b(ii)
a
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 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 1103.30
Page 4 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
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
26 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
27 406a
Filling expansion joints with bitumen. sand &
saw dust in
ratio 1:2:2.
LM 166.00
28 1300
Bitumen coating to plastered or cement
concrete surface:-
i) 20 lbs. per 100 Sft. (9.07 Kg per Sq.m)
SM 3740.00
29 6002
Providing and fixing theremopore (foamed
polythene) sheet in horizontal and vertical
expansion joints:
a) 1" (25 mm) thick thermopore sheet
LM 166.00
CHIEF ENGINEER Signature of Contractor
LDA
NOTE: 5% PST IS ADDED IN ESTIMATED COST
Page 5 of 5
NAME OF WORK:-
In figures In words
1 510b Dismantling PCC i/c its Removal CM 554.19
2 107aExcavation Dressed i/c Removal Upto 10km &
Removal of MulbaCM 13523.49
3 109a Sub-Grade Preparation In Earth Cut SM 11544.75
4 107d(i)Supplying and filling sand under floor; or
plugging in wells.CM 2900.48
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 1720.66
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 1558.35
BID SCHEDULEESTIMATED COST:- Rs. 100.905 Million
EARNEST MONEY:- Rs. 2.018 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, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS & DRAIN IN PACKAGE-
I, SECTION-I, PAKISTAN MINT TO SHALIMAR CHOWK (LEFT SIDE).
Sr.
No.Descriptions Unit Qty
Rate (Rs.)
Page 1 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)
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)
b) 80-mm thick
SM 7791.75
8 601a
P/L Precast concrete kerb stone (12" X 14" X
6") with Bedding ,haunching & C.R paint
complete as per design
RM 2674.00
9 601bPre-Cast Concrete Edge Kerb including
Bedding, haunching complete in all restect.RM 560.00
10 SP-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 3753.00
11 209a Dismantling Road Metalling I/C Its Removal CM 19.39
12 209a Dismantling Road Metalling I/C Stacking &
ScreeningCM 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) depth
CM 425.00
14 600P/L Dry Brick Ballast , ½" To 2"( 40 mm To
50mm) GaugeCM 135.00
Page 2 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)
15 2100
Providing and laying R.C.C. pipe, moulded with
cement concrete 1:1½:3, with spigot socket or
collar joint, etc. including cost of reinforcement,
conforming to B.S. 5911: Part I: 1981, Class "L"
including carriage of pipe from factory to site of
work, lowering in trenches to correct alignment
and grade, jointing, cutting pipes where
necessary, finishing and testing, etc., complete.
225 mm (9:) i/d
RM 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 61.00
18 2401Const. Gully Grating 600x600 With Rcc Precast
Perforated Slab Complete.Each 61.00
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
21 209
Dismantling and removing road pavement etc.,
including screening and staking of by-products
upto lead 10 km
CM 60.00
22 401f P/L Lean Concrete (1:4:8) CM 233.75
Page 3 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)
23 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 280.50
24 402b(ii)a
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 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 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 4 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)
26 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
27 406a
Filling expansion joints with bitumen. sand &
saw dust in
ratio 1:2:2.
LM 166.00
28 1300
Bitumen coating to plastered or cement
concrete surface:-
i) 20 lbs. per 100 Sft. (9.07 Kg per Sq.m)
SM 3740.00
29 6002
Providing and fixing theremopore (foamed
polythene) sheet in horizontal and vertical
expansion joints:
a) 1" (25 mm) thick thermopore sheet
LM 166.00
CHIEF ENGINEER Signature of Contractor
LDA
NOTE: 5% PST IS ADDED IN ESTIMATED COST
Page 5 of 5
NAME OF WORK:-
In figures In words
1 510b Dismantling PCC i/c its Removal CM 715.04
2 107aExcavation Dressed I/C Removal Upto 10km &
Removal Of MulbaCM 17463.26
3 109a Sub-Grade Preparation In Earth Cut SM 16113.00
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
100% maximum modified AASHO dry density,
(including carriage of all material to site of work
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
BID SCHEDULEESTIMATED COST:- Rs. 119.048 Million
EARNEST MONEY:- Rs. 2.381 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, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS & DRAIN IN PACKAGE-
I, SECTION-I, PAKISTAN MINT TO SHALIMAR CHOWK (RIGHT SIDE).Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
Page 1 of 4
In figures In words
Sr.
No.Descriptions Unit Qty
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 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)
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 3777.00
11 209a Dismantling Road Metalling I/C Its Removal CM 4.42
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 1:1½:3, with spigot socket or collar joint, etc. including cost of reinforcement, conforming to B.S. 5911: Part I: 1981, Class "L" including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete.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
19 2402 Const. Of Manholes 1.5 M Depth Complete Each 20.00
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.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
21 209Dismantling and removing road pavement etc., including
screening and staking of by-products upto lead 10 kmCM 60.00
22 401f P/L Lean Concrete (1:4:8) CM 233.75
23 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 280.50
24 402b(ii)a
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 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 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.
No.Descriptions Unit Qty
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:-
i) 20 lbs. per 100 Sft. (9.07 Kg per Sq.m)
SM 3740.00
29 6002Providing and fixing theremopore (foamed polythene)
sheet in horizontal and vertical expansion joints:
a) 1" (25 mm) thick thermopore sheet
LM 166.00
CHIEF ENGINEER Signature of Contractor
LDA
NOTE: 5% PST IS ADDED IN ESTIMATED COST
Page 4 of 4
NAME OF WORK:-
In figures In words
1 107a Dismantling PCC i/c its Removal CM 1233.34
2 109aExcavation Dressed i/c Removal Upto 10km &
Removal of MulbaCM 22934.50
3 107d(i) Sub-Grade Preparation In Earth Cut SM 31368.15
4 201Supplying and filling sand under floor; or
plugging in wells.CM 8667.95
5 206b
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 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
ESTIMATED COST:- Rs. 119.894 Million
EARNEST MONEY:- Rs. 2.398 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, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS PACKAGE-I, SECTION-II,
FROM SHALAMAR STATION TO COOP STORE. (LEFT SIDE).
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
Page 1 of 3
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
7 601a
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 22338.15
8 601a
P/L Precast concrete kerb stone (12" X 14" X
6") with Bedding ,haunching & C.R paint
complete as per design
RM 7060.00
9SP-
614(i)
Pre-Cast Concrete Edge Kerb including
Bedding, haunching complete in all restect.RM 560.00
10 209a
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 9030.00
11 209a Dismantling Road Metalling I/C Its Removal CM 116.33
12 107aDismantling Road Metalling I/C Stacking &
ScreeningCM 102.00
13 600
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 884.00
14 2100P/L Dry Brick Ballast , ½" To 2"( 40 mm To
50mm) GaugeCM 248.40
Page 2 of 3
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
15 2300
Providing and laying R.C.C. pipe, moulded with
cement concrete 1:1½:3, with spigot socket or
collar joint, etc. including cost of reinforcement,
conforming to B.S. 5911: Part I: 1981, Class "L"
including carriage of pipe from factory to site of
work, lowering in trenches to correct alignment
and grade, jointing, cutting pipes where
necessary, finishing and testing, etc., complete.
225 mm (9:) i/d
RM 2300.00
16 2400 P/L PCC 1:1.5:3 CM 90.00
17 2401Making connection with existing manhole i/c
restoration of manhole complete in all respectEach 50.00
18 2402Const. Gully Grating 600x600 With Rcc Precast
Perforated Slab Complete.Each 150.00
19 2403 Const. Of Manholes 1.5 M Depth Complete Each 50.00
20
Raising And Lowering of Existing Manhole i/c
Cost of New C.I. Frame & Manhole Cover
Complete In All Respect
Each 50.00
CHIEF ENGINEER Signature of Contractor
LDA
NOTE: 5% PST IS ADDED IN ESTIMATED COST
Page 3 of 3
NAME OF WORK:-
In figures In words
1 510b Dismantling PCC i/c its Removal CM 1204.58
2 107aExcavation Dressed I/C Removal Upto 10km &
Removal of MulbaCM 21566.09
3 109a Sub-Grade Preparation In Earth Cut SM 30209.24
4 107d(i)Supplying and filling sand under floor; or plugging
in wells.CM 8202.22
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 4465.09
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 4078.45
BID SCHEDULE
ESTIMATED COST:- Rs. 114..454 Million
EARNEST MONEY:- Rs. 2.289 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, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS PACKAGE-I,
SECTION-II, SHALAMAR STATION TO COOP STORE (RIGHT SIDE).
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
Page 1 of 3
In figures In words
Sr.
No.Descriptions Unit Qty
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
P/L Precast concrete kerb stone (12" X 14" X 6")
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
11 209a Dismantling Road Metalling I/C Its Removal CM 116.33
12 209a Dismantling Road Metalling I/C Stacking &
ScreeningCM 102.00
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 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.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
15 2100
Providing and laying R.C.C. pipe, moulded with
cement concrete 1:1½:3, with spigot socket or
collar joint, etc. including cost of reinforcement,
conforming to B.S. 5911: Part I: 1981, Class "L"
including carriage of pipe from factory to site of
work, lowering in trenches to correct alignment
and grade, jointing, cutting pipes where
necessary, finishing and testing, etc., complete.
225 mm (9:) i/d
RM 2300.00
16 2300 P/L PCC 1:1.5:3 CM 90.00
17 2400Making connection with existing manhole i/c
restoration of manhole complete in all respectEach 50.00
18 2401Const. Gully Grating 600x600 With Rcc Precast
Perforated Slab Complete.Each 150.00
19 2402 Const. Of Manholes 1.5 M Depth Complete Each 50.00
20 2403
Raising And Lowering Of Existing Manhole I/C
Cost of New C.I. Frame & Manhole Cover
Complete In All Respect
Each 50.00
CHIEF ENGINEER Signature of Contractor
LDA
NOTE: 5% PST IS ADDED IN ESTIMATED COST
Page 3 of 3
NAME OF WORK:-
In figures In words
1 510b Dismantling PCC i/c its Removal CM 604.77
2 107aExcavation Dressed I/C Removal Upto 10km &
Removal Of MulbaCM 12901.68
3 109a Sub-Grade Preparation In Earth Cut SM 16230.41
4 107d(i)Supplying and filling sand under floor; or
plugging in wells.CM 4774.15
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 2067.59
BID SCHEDULE
ESTIMATED COST:- Rs. 68.992 Million
EARNEST MONEY:- Rs. 1.380 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, WALKWAYS, STROM WATER DRAINAGE, BUS BAYS PACKAGE-I, SECTION-II,
FROM CO-OP STORE TO BOHAR WALA CHOWK)
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec. Item
#.
Page 1 of 4
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec. Item
#.
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 3101.66
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)
b) 80-mm thick
SM 13783.91
8 SP-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)
SM 2446.50
9 601a
P/L Precast concrete kerb stone (12" X 14" X
6") with Bedding,haunching & C.R paint
complete as per design
RM 6500.00
10 209a Dismantling Road Metalling I/C Its Removal CM 38.78
11 209aDismantling Road Metalling I/C Stacking &
ScreeningCM 34.00
Page 2 of 4
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec. Item
#.
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 408.00
13 209aDismantling Road Metalling I/C Stacking &
ScreeningCM 118.80
14 2100
Providing and laying R.C.C. pipe, moulded with
cement concrete 1:1½:3, with spigot socket or
collar joint, etc. including cost of reinforcement,
conforming to B.S. 5911: Part I: 1981, Class "L"
including carriage of pipe from factory to site of
work, lowering in trenches to correct alignment
and grade, jointing, cutting pipes where
necessary, finishing and testing, etc., complete.
225 mm (9:) i/d
RM 1100.00
15 2300 P/L PCC 1:1.5:3 CM 30.00
16 2400Making connection with existing manhole i/c
restoration of manhole complete in all respectEach 30.00
17 2401Const. Gully Grating 600x600 With Rcc Precast
Perforated Slab Complete.Each 80.00
18 2402 Const. Of Manholes 1.5 M Depth Complete Each 30.00
19 2403
Raising And Lowering Of Existing Manhole I/C
Cost Of New C.I. Frame & Manhole Cover
Complete In All Respect
Each 30.00
Page 3 of 4
In figures In words
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec. Item
#.
CHIEF ENGINEER Signature of Contractor
LDA
NOTE: 5% PST IS ADDED IN ESTIMATED COST
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
ESTIMATED COST:- Rs. 145.666 Million
EARNEST MONEY:- Rs. 2.913 Million
TIME LIMIT 04 Months
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.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
Page 1 of 3
In figures In words
Sr.
No.Descriptions Unit Qty
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)
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 24000.00
12SP-
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 19600.00
13 2100
Providing and laying R.C.C. pipe, moulded with
cement concrete 1:1½:3, with spigot socket or
collar joint, etc. including cost of reinforcement,
conforming to B.S. 5911
Part I: 1981, Class "L" including carriage of pipe
from factory to site of work, lowering in trenches to
correct alignment and grade, jointing, cutting pipes
where necessary, finishing and testing, etc.,
complete. (9" dia)
LM 2046.80
Page 2 of 3
In figures In words
Sr.
No.Descriptions Unit Qty
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
NOTE: 5% PST IS ADDED IN ESTIMATED COST
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
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
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
ESTIMATED COST:- Rs. 37.421 Million
EARNEST MONEY:- Rs. 0.748 Million
TIME LIMIT 03 Months
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
Providing and laying plant premixed
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)
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) 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)
complete as per design
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
CHIEF ENGINEER Signature of Contractor
LDA
NOTE: 5% PST IS ADDED IN ESTIMATED COST
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)
Providing and laying reinforced cement concrete
(including prestressed 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 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
BID SCHEDULEESTIMATED COST:- Rs. 67.204 Million
EARNEST MONEY:- Rs. 1.344 Million
TIME LIMIT 03 Months
CONSTRUCTION / IMPROVEMENT AND REHABILITATION OF AT GRADE WORKS ALONG LAHORE ORANGE LINE METRO TRAIN
CORRIDOR (CONSTRUCTION OF STORM WATER DRAINS & THEIR ROAD RESTORATION AT CUT & COVER AREA PACKAGE-I, SECTION-
III).
Sr.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
Page 1 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
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
excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.
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
Providing embeding 10" (250 mm) wide ¼" (6
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
9 107d(i)Supplying and filling sand under floor; or
plugging in wells.CM 881.84
10 209a Dismentling Road Metalling i/c its Removal CM 174.04
Page 2 of 5
In figures In words
Sr.
No.Descriptions Unit Qty
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
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 267.75
14 206b
a) 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
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.
No.Descriptions Unit Qty
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
P/L Precast concrete kerb stone (12" X 14" X
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.
No.Descriptions Unit Qty
Rate (Rs.)Spec.
Item #.
26 609cP/F reflectorized pavement studs Raised profile
type singleNos. 158.00
CHIEF ENGINEER Signature of Contractor
LDA
NOTE: 5% PST IS ADDED IN ESTIMATED COST
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,
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 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
ESTIMATED COST:- Rs. 186.794 Million
EARNEST MONEY:- Rs. 3.736 Million
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
Item # Descriptions Unit Qty
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
100% maximum modified AASHO dry density,
including carriage of all materials to site of
work.
CM 5,924.548
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 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
Item # Descriptions Unit Qty
Rate (Rs.)
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.)
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
Providing and laying Reinforced cement
concrete (including prestressed 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
excluding the cost of steel reinforcement, its
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
(2) Type C (nominal mix(1:1:5:3)
CM 1,050.000
401f Lean Concrete(1:4:8) CM 137.500
Page 3 of 6
In figures In words
Specification
Item # Descriptions Unit Qty
Rate (Rs.)
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 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,
complete in all respect.
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
Item # Descriptions Unit Qty
Rate (Rs.)
SP-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)
b) 60-mm thick
SM 6,048.000
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)
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
restoration of manhole complete in all respectEach 30.00
607aTraffic Road Signs, Category-I, 1200mm
Triangular with PostEach 40.00
Page 5 of 6
In figures In words
Specification
Item # Descriptions Unit Qty
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
CHIEF ENGINEER Signature of Contractor
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
crushed stone aggregate 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 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)
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) 60-mm thick
SM 10,050.000
Tuff Pavers
BID SCHEDULE
ESTIMATED COST:- Rs. 195.818 Million
EARNEST MONEY:- Rs. 3.916 Million
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
Item # Descriptions Unit Qty
Rate (Rs.)
Page 1 of 6
In figures In words
Tuff Pavers
Specification
Item # Descriptions Unit Qty
Rate (Rs.)
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)
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
Earthwork excavation in open cutting for sewers
and manholes as shown in drawings with
shuttering and timbering, dressing to correct
section and dimensions according to templates
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
Item # Descriptions Unit Qty
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
Item # Descriptions Unit Qty
Rate (Rs.)
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
excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.
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 1,431.584
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.)
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
Item # Descriptions Unit Qty
Rate (Rs.)
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 295.912
406f
Providing embeding 10" (250 mm) wide ¼" (6
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,
complete in all respect.
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
Item # Descriptions Unit Qty
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
complete in all respect.
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
CHIEF ENGINEER Signature of Contractor
LDA.
Page 6 of 6