UC BOTALA JHANDA SINGH,
Rs. 29.358 Million
Rs. 2 % Million
Description of item Quantity Unit Rate
Sr #Ch
No
Item
NoSURFACE DRAIN
1 3 10(i)
Earthwork excavation in irrigation channels, drains, etc. to
designed section, grades and profiles, excavated material
disposed off and dressed within 50 ft. (15 m) lead:-
5499.43 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
3244.50 % Cft 10672.65
3 20 1(b)(ii)
Tega formed of Pacca brick on end, laid in and over cement
sand mortar projecting to a height of not more then 6"
(150mm)top of drain along the property side where required,
laid to lines, grades, slopes, and shape according to the
engineer's drawing, 4-1/2" thick, ratio 1:5
8652.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:52761.50 % Cft 18974.90
5 20 3(b)
Pacca brick work on edge, laid in reimbursement, in cement,
sand mortar, on side of drains and on other works where
required All joints to be completely filled and struck flush ratio
1:5
9733.50 % Sft 8351.45
6 20 6(a)
Construction of Punjab standard drains of cement concrete 1:2
½:5 with cement concrete bedding ratio 1:6:12 complete laid
to the lines, grades, slopes and shapes,rendering exposed
surface of concrete with 1:1 cement sand mortor 1/4" (6mm)
thick, as per engineer drawings (excluding excavation ) Type I
10815.00 P. Rft 102.95
7 6 6aii
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
291.25 P.Cft 252.80
8 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 165 KM
256.30 %Cft 3742.70
BID SCHEDULE
Name Of WorkCONSTRUCTION OF DRAINS PCC / RCC IN UC BOTALA JHANDA SINGH, DISTRICT
GUJRANWALA .
Approx Cost Time Limit: 2 Years
Earnest Money
MRS Bi-Annual
Period (1st July 2017
to 301st December
2017
Page 1 of 8
UC BOTALA JHANDA SINGH,
9 6 9b
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
891.99 %. Kg 10736.00
PCC FLOORING
1 3 17abc
Filling watering ramming of earth under floor un dressed lead
upto a single throw of kassi, phora or shovel in ordinary soil,
transportation of earth all types when the total distance
includingthe lead covered up to 3 mile.
88824.00 %0 Cft 7340.80
2 3 3dCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.58006.00 % Cft 9346.60
3 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
58006.00 % Cft 21879.00
4 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached)165 KM
51045.00 %Cft 3742.70
RCC PATH
1 4 17abc
Filling watering ramming of earth under floor un dressed lead
upto a single throw of kassi, phora or shovel in ordinary soil,
transportation of earth all types when the total distance
includingthe lead covered up to 3 mile.
8000.00 %0 Cft 7340.80
2 18 3Aii
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 except gravel and. aggregate..(Analysis Attached)
4000.00 % Cft 7457.49
3 6 6aii
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
6000.00 P.Cft 252.80
4 7 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 165 KM
5280.00 %Cft 3742.70
5 8 9b
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
3730.00 %. Kg 10736.00
SULLAGE CARRIER
Page 2 of 8
UC BOTALA JHANDA SINGH,
1 3 10i
Earth work excavation in irrigation channel,drains, etc to
designed sanction, grades and profiles, excavated material
disposed off and dressed within 50 ft (15m) lead. (i) Ordinary
9400.00 %0 Cft 4667.50
2 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)3102.00 % Cft 10672.65
3 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:57931.00 % Cft 18974.90
4 6 5F
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
1669.00 % Cft 21879.00
5 11 18 Cement Plaster 1.3 upto 20' heightb 1/2'' thick. 5875.00 %Sft 1845.40
6 6 6a(ii)c
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
450.00 P.Cft 252.80
7 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 165 KM
1865.00 % Cft 3742.70
8 6 9(b)
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
1378.00 % Kg 10736.00
RAISING OF MAN HOLE CHAMBER 2.00 Nos
1 4 19(c) Dismantling of PCC 1:2:4 6.08 %Cft 6388.80
2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)
1:3 24.32 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
24.32 %Cft 1572.85
4 11 7(b) ½” thick ce e t plaster : ce e t sa d ortar 42.00 %Cft 2078.30
5 21 15a
Providing and fixing 6" thick R.C.C. manhole cover with tee
shaped C.I. frame of 22" I/d (frame set weighing 37.324 Kg. or
one mound as per StandardDrawing STD/PD No. 6, of 1977,
complete in all respect.
2.00 Each 7102.65
DEDUCTION COST OF OLD MATERIAL
1Deduction for cost of old material in shape of scrape C.I frame
and manhole cover of steel. 74.65 P.Kg 25.00
0.000
CONDITIONS: -
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid
the competent authority.
1. Conditional tenders / rates will not be entertained.
3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be consid
automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the i
acceptance letter.
Page 3 of 8
UC BOTALA JHANDA SINGH,
Contractor
Name & Address _____________
____________________________
PUBLIC HEALTH ENGG:DIV
EXECUTIVE ENGINE
8. All the o ditio s of Re ised Co tra t Agree e t a d o ditio s e tio ed i the DNIT ill for part of the agree e t a d binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and
contract agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contracto
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th A
in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will hav
additional performance security from the Schedule Bank equal to the tendered amount below estimated cost, within 15 d
submission of tenders or within expiry period of the bid, whichever is earlier.
6. A y o issio / error there i , for i terpretatio ill e referred to rates sta dardized o the asis of Market Rate Syste for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Depa
Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2nd
August, 2005 and the decision of the competent authority
binding upon the contractor.
GUJRANWALA
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code
will not accept any responsibility for loss sustained by the contractor due to interruption of work as a result of shortag
supply of material / labour or any other reason whatsoever related for completion of work.
10. The successful bidder has to deposit performance guarantee as per Rules.
Page 4 of 8
UC BOTALA JHANDA SINGH,
Rate to be quoted
by the contractor
Page 5 of 8
UC BOTALA JHANDA SINGH,
Page 6 of 8
UC BOTALA JHANDA SINGH,
be paid after approval by
nsidered as rescinded
k of the issuance of
Page 7 of 8
UC BOTALA JHANDA SINGH,
NGG:DIVISION
NGINEER
8. All the o ditio s of Re ised Co tra t Agree e t a d o ditio s e tio ed i the DNIT ill for part of the agree e t a d
s and requirements of
actor.
ore the 6th April, 2005,
l have to deposit an
in 15 days of
6. A y o issio / error there i , for i terpretatio ill e referred to rates sta dardized o the asis of Market Rate Syste for the ance Department
ority will be final and
ALA
B&R Code. The department
rtage of funds, delay in
Page 8 of 8
FACILITIES GHAKHAR CITY
Rs. `36.697 Million
Rs. 2 % Million
Description of item Quantity Unit Rate
Sr #Ch
No
Item
NoRCC SEWER
Earth work excavation in open cutting for sewer and manholes
as shown in drawing i/c shuttering, timbering, dressing to
correct section and dimensions according to templates and
levels,and removing surface water,in all types of soil except
shingle,gravel complete in all respect
0' to 7' depth 126439.00 % 0Cft 5118.60
2 7 30 Supply and filling sand under floor or plugging in wells. 16779.15 %Cft 1742.00
Providing laying RCC pipe sewers moulded with cement
concrete 1:1 ½ :3 conforming to ASTM specification C-76-79
Class.II wall B,including carriage of pipe from factory to site of
work,lowering in trenches to correct alignment and grade ,
jointing with rubberring cutting pipes where necessary,
testing etc. complete.
12" i/d 7346.00 P.Rft 411.75
15" i/d 430.00 P.Rft 505.50
4 3 13
Rehandling of earth work lead up to a single through of Khassi,
Phorah or Shovel compaction of earth(soft, ordinary of hard
soil) mixising, moistening, earth to optimum moisture content
in layer of compaction etc
101151.10 %0Cft 2153.70
5 3 17abc
Transportation of earth all types when the total distance, i.c
the lead covered in the item, is more than 1000 ft. upto 1 mile
20230 %0Cft 2952.80
MANHOLE CHAMBER 4' i/d 7 ft deep 12" dia 126.00 Nos
Earth work excavation in open cutting for sewer and manholes
as shown in drawing i/c shuttering, timbering, dressing to
correct section and dimensions according to templates and
levels,and removing surface water,in all types of soil except
shingle,gravel complete in all respect
’to ’- ” depth 38970.54 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge5566.68 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete2801.74 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:35421.78 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.5421.78 %Cft 1572.85
6 6 5fCement concrete plain including placing,compacting,finishing
and curing complete (including screening and washing of stone
aggregate) Ratio 1:2:4
2038.68 %Cft 21879.00
7 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 185 KM
1794.24 %Cft 4270.20
8 21 9Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.1583.82 % Cft 1564.25
BID SCHEDULE
Name Of WorkPROVISION OF SEWERAGE DRAINAGE AND PCC FACILITIES GHAKHAR CITY DISTRICT
GUJRANWALA.
Approx Cost
Earnest Money
MRS Bi-Annual
Period (1st July 2017
to 301st December
2017
1 3 42i
Time Limit: 6 Months
1 3 42
3 21 3
Page 1 of 10
FACILITIES GHAKHAR CITY
9 21 15a
Providing and fixing ” thick R.C.C manhole cover with tee
shaped C.I. frame of ” i/d (frame et weighting 37.324 Kg. Or
one mound as per Standard Drawing STD/PD No. 6, of 1977,
complete in all respect.
126.00 Each 7102.65
10 21 13
Providing and fixing 1 ¼:x1 ¼” / ” (31x31x5 mm) angle iron
step, in manhole chambers, including carriage and setting the
same in work to correct lines and levels.
252.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height8663.76 %Sft 2078.30
MANHOLE CHAMBER 4' i/d 7 ft deep 15" dia 5.00 Nos
Earth work excavation in open cutting for sewer and manholes
as shown in drawing i/c shuttering, timbering, dressing to
correct section and dimensions according to templates and
levels,and removing surface water,in all types of soil except
shingle,gravel complete in all respect
’to ’- ” depth 1546.45 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge220.90 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete111.18 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:3210.00 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.210.00 %Cft 1572.85
6 6 5fCement concrete plain including placing,compacting,finishing
and curing complete (including screening and washing of stone
aggregate) Ratio 1:2:4
89.40 %Cft 21879.00
7 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 185 KM
78.70 %Cft 4270.20
8 21 9Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.62.85 % Cft 1564.25
9 21 15a
Providing and fixing ” thick R.C.C manhole cover with tee
shaped C.I. frame of ” i/d (frame et weighting 37.324 Kg. Or
one mound as per Standard Drawing STD/PD No. 6, of 1977,
complete in all respect.
5.00 Each 7102.65
10 21 13
Providing and fixing 1 ¼:x1 ¼” / ” (31x31x5 mm) angle iron
step, in manhole chambers, including carriage and setting the
same in work to correct lines and levels.
10.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height336.95 %Sft 2078.30
GULLY GRATING (12''X 12") 40.00 Nos
1 3 42
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:-0-7' depth
3150.00 %0Cft 5118.60
2 7 30 Supply and filling sand under floor for sewer. 630.00 %Cft 1742.00
3 21 1
P/L RCC sewer pipe moulded with cement concrete in 1:1½:3
C.C. confirming to ASTM specifications C76-79 Class-II all”B”complete in all respects. 6" i/d
480.00 P.Rft 132.15
4 313(a),2
4a
Rehandling of earth work lead up to a single through of Khassi,
Phorah or Shoval compaction of earth(soft, ordinary of hard
soil) mixising, moistening, earth to optimum moisture content
in layer of compaction etc complete.
2520.00 %0Cft 1452.00
5 21 7-b Construction of gully grating chamber Size 12"X12" 40.00 Each 2931.85
1 3 42i
Page 2 of 10
FACILITIES GHAKHAR CITY
SURFACE DRAIN
1 3 10(i)
Earthwork excavation in irrigation channels, drains, etc. to
designed section, grades and profiles, excavated material
disposed off and dressed within 50 ft. (15 m) lead:-
3089.14 %0 Cft 4667.50
2 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)1822.50 % Cft 10672.65
3 20 1(b)(ii)
Tega formed of Pacca brick on end, laid in and over cement
sand mortar projecting to a height of not more then 6"
(150mm)top of drain along the property side where required,
laid to lines, grades, slopes, and shape according to the
engineer's drawing, 4-1/2" thick, ratio 1:5
4860.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:51662.19 % Cft 18974.90
5 20 3(b)
Pacca brick work on edge, laid in reimbursement, in cement,
sand mortar, on side of drains and on other works where
required All joints to be completely filled and struck flush ratio
1:5
5467.50 % Sft 8351.45
6 20 6(a)
Construction of Punjab standard drains of cement concrete 1:2
½:5 with cement concrete bedding ratio 1:6:12 complete laid
to the lines, grades, slopes and shapes,rendering exposed
surface of concrete with 1:1 cement sand mortor 1/4" (6mm)
thick, as per engineer drawings (excluding excavation ) Type I
6075.00 P. Rft 102.95
7 6 6aii
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
116.50 P.Cft 252.80
8 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 185 KM
102.52 %Cft 4270.20
9 6 9b
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
356.79 %. Kg 10736.00
PCC FLOORING
1 3 17abc
Filling watering ramming of earth under floor un dressed lead
upto a single throw of kassi, phora or shovel in ordinary soil,
transportation of earth all types when the total distance
includingthe lead covered up to 5 mile.
145571.00 %0 Cft 8248.80
2 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.65677.00 % Cft 9346.60
3 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
65677.00 % Cft 21879.00
Page 3 of 10
FACILITIES GHAKHAR CITY
4 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 173 KM
57795.00 %Cft 4270.20
RCC PATH
1 4 17abc
Filling watering ramming of earth under floor un dressed lead
upto a single throw of kassi, phora or shovel in ordinary soil,
transportation of earth all types when the total distance
includingthe lead covered up to 5 mile.
6000.00 %0 Cft 8248.80
2 5 3Aii
Providing and laying crushed stone aggregate Sub Base course
required thickness duly compacted complete in all
respect.(Analysis Attached)
3000.00 % Cft 7089.39
3 6 6aii
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
4500.00 P.Cft 252.80
4 7 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 185 KM
3960.00 %Cft 4270.20
5 8 9b
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
2797.00 %. Kg 10736.00
RAISING OF MAN HOLE CHAMBER 20.00 Nos
1 4 19(c) Dismantling of PCC 1:2:4 60.80 %Cft 6388.80
2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)
1:3 121.60 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
121.60 %Cft 1572.85
4 11 7(b) ½” thick ce e t plaster : ce e t sa d ortar 209.20 %Cft 2078.30
5 21 15a
Providing and fixing 6" thick R.C.C. manhole cover with tee
shaped C.I. frame of 22" I/d (frame set weighing 37.324 Kg. or
one mound as per StandardDrawing STD/PD No. 6, of 1977,
complete in all respect.
20.00 Each 7102.65
NON MRS ITEM
1
P/L crushed sto e / ” to ” gauge of appro ed guar u der and around RCC sewer upto half of pipe in sewer trenches as
per grade and alignment complete in all respects to the entire
satisfaction as per Engineer Incharge.
1291.13 P.Cft 86.85
DEDUCTION COST OF OLD MATERIAL
2Deduction for cost of old material in shape of scrape C.I frame
and manhole cover of steel. 746.50 P.Kg 25.00
0.000
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the i
acceptance letter.
1. Conditional tenders / rates will not be entertained.
CONDITIONS: -
Page 4 of 10
FACILITIES GHAKHAR CITY
Contractor
Name & Address _____________
____________________________
PUBLIC HEALTH ENGG:DIV
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid
the competent authority.
GUJRANWALA
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code
will not accept any responsibility for loss sustained by the contractor due to interruption of work as a result of shortag
supply of material / labour or any other reason whatsoever related for completion of work.
3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be consid
automatically.
EXECUTIVE ENGINE
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th A
in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will hav
additional performance security from the Schedule Bank equal to the tendered amount below estimated cost, within 15 d
submission of tenders or within expiry period of the bid, whichever is earlier.
8. All the o ditio s of Re ised Co tra t Agree e t a d o ditio s e tio ed i the DNIT ill for part of the agree e t a d binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and
contract agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contracto
6. A y o issio / error there i , for i terpretatio ill e referred to rates sta dardized o the asis of Market Rate Syste for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Depa
Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2nd
August, 2005 and the decision of the competent authority
binding upon the contractor.
Page 5 of 10
FACILITIES GHAKHAR CITY
Rate to be quoted
by the contractor
Page 6 of 10
FACILITIES GHAKHAR CITY
Page 7 of 10
FACILITIES GHAKHAR CITY
Page 8 of 10
FACILITIES GHAKHAR CITY
k of the issuance of
Page 9 of 10
FACILITIES GHAKHAR CITY
NGG:DIVISION
be paid after approval by
ALA
B&R Code. The department
rtage of funds, delay in
nsidered as rescinded
NGINEER
ore the 6th April, 2005,
l have to deposit an
in 15 days of
8. All the o ditio s of Re ised Co tra t Agree e t a d o ditio s e tio ed i the DNIT ill for part of the agree e t a d
s and requirements of
actor.
6. A y o issio / error there i , for i terpretatio ill e referred to rates sta dardized o the asis of Market Rate Syste for the ance Department
ority will be final and
Page 10 of 10
UC KALASKAY, BANKA
Rs. 45.871 Million
Rs. 2 % Million
Description of item Quantity Unit Rate
Sr #Ch
No
Item
NoSURFACE DRAIN
1 3 10(i)
Earthwork excavation in irrigation channels, drains, etc. to
designed section, grades and profiles, excavated material
disposed off and dressed within 50 ft. (15 m) lead:-
15077.03 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
8895.00 % Cft 10672.65
3 20 1(b)(ii)
Tega formed of Pacca brick on end, laid in and over cement
sand mortar projecting to a height of not more then 6"
(150mm)top of drain along the property side where required,
laid to lines, grades, slopes, and shape according to the
engineer's drawing, 4-1/2" thick, ratio 1:5
23720.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:56971.25 % Cft 18974.90
5 20 3(b)
Pacca brick work on edge, laid in reimbursement, in cement,
sand mortar, on side of drains and on other works where
required All joints to be completely filled and struck flush ratio
1:5
26685.00 % Sft 8351.45
6 20 6(a)
Construction of Punjab standard drains of cement concrete 1:2
½:5 with cement concrete bedding ratio 1:6:12 complete laid
to the lines, grades, slopes and shapes,rendering exposed
surface of concrete with 1:1 cement sand mortor 1/4" (6mm)
thick, as per engineer drawings (excluding excavation ) Type I
29650.00 P. Rft 102.95
7 6 6aii
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
291.25 P.Cft 252.80
8 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 165 KM
256.30 %Cft 3848.20
Earnest Money
MRS Bi-Annual
Period (1st July 2017
to 301st December
2017
BID SCHEDULE
Name Of WorkCONSTRUCTION OF DRAINS PCC / RCC IN UC KALASKAY, BANKA, LADHAYWALA CHEEMA ,
ETC DISTRICT GUJRANWALA .
Approx Cost Time Limit: 2 Years
Page 1 of 8
UC KALASKAY, BANKA
9 6 9b
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
891.99 %. Kg 10736.00
PCC FLOORING
1 3 17abc
Filling watering ramming of earth under floor un dressed lead
upto a single throw of kassi, phora or shovel in ordinary soil,
transportation of earth all types when the total distance
includingthe lead covered up to 3 mile.
196723.00 %0 Cft 7340.80
2 3 3dCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.89169.00 % Cft 9346.60
3 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
89169.00 % Cft 21879.00
4 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached)165 KM
78469.00 %Cft 3848.20
RCC PATH
1 4 17abc
Filling watering ramming of earth under floor un dressed lead
upto a single throw of kassi, phora or shovel in ordinary soil,
transportation of earth all types when the total distance
includingthe lead covered up to 3 mile.
13000.00 %0 Cft 7340.80
2 18 3Aii
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 except gravel and. aggregate..(Analysis Attached)
6500.00 % Cft 7580.19
3 6 6aii
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
9750.00 P.Cft 252.80
4 7 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 165 KM
8580.00 %Cft 3848.20
5 8 9b
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
6061.00 %. Kg 10736.00
SULLAGE CARRIER
Page 2 of 8
UC KALASKAY, BANKA
1 3 10i
Earth work excavation in irrigation channel,drains, etc to
designed sanction, grades and profiles, excavated material
disposed off and dressed within 50 ft (15m) lead. (i) Ordinary
1200.00 %0 Cft 4667.50
2 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)396.00 % Cft 10672.65
3 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:51013.00 % Cft 18974.90
4 6 5F
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
213.00 % Cft 21879.00
5 11 18 Cement Plaster 1.3 upto 20' heightb 1/2'' thick. 750.00 %Sft 1845.40
6 6 6a(ii)c
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
56.00 P.Cft 252.80
7 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 165 KM
237.00 % Cft 3848.20
8 6 9(b)
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
172.00 % Kg 10736.00
0.000
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid
the competent authority.
1. Conditional tenders / rates will not be entertained.
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code
will not accept any responsibility for loss sustained by the contractor due to interruption of work as a result of shortag
supply of material / labour or any other reason whatsoever related for completion of work.
3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be consid
automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the i
acceptance letter.
CONDITIONS: -
8. All the o ditio s of Re ised Co tra t Agree e t a d o ditio s e tio ed i the DNIT ill for part of the agree e t a d binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and
contract agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contracto
6. A y o issio / error there i , for i terpretatio ill e referred to rates sta dardized o the asis of Market Rate Syste for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Depa
Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2nd
August, 2005 and the decision of the competent authority
binding upon the contractor.
Page 3 of 8
UC KALASKAY, BANKA
Contractor
Name & Address _____________
____________________________ GUJRANWALA
10. The successful bidder has to deposit performance guarantee as per Rules.
PUBLIC HEALTH ENGG:DIV
EXECUTIVE ENGINE
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th A
in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will hav
additional performance security from the Schedule Bank equal to the tendered amount below estimated cost, within 15 d
submission of tenders or within expiry period of the bid, whichever is earlier.
Page 4 of 8
UC KALASKAY, BANKA
Rate to be quoted
by the contractor
Page 5 of 8
UC KALASKAY, BANKA
Page 6 of 8
UC KALASKAY, BANKA
be paid after approval by
B&R Code. The department
rtage of funds, delay in
nsidered as rescinded
k of the issuance of
8. All the o ditio s of Re ised Co tra t Agree e t a d o ditio s e tio ed i the DNIT ill for part of the agree e t a d
s and requirements of
actor.
6. A y o issio / error there i , for i terpretatio ill e referred to rates sta dardized o the asis of Market Rate Syste for the ance Department
ority will be final and
Page 7 of 8
UC KALASKAY, BANKA
ALA
NGG:DIVISION
NGINEER
ore the 6th April, 2005,
l have to deposit an
in 15 days of
Page 8 of 8
FACILITIES QILA DIDAR SINGH
Rs. 36.697 Million
Rs. 2 % Million
Description of item Quantity Unit Rate
Sr #Ch
No
Item
NoRCC SEWER
Earth work excavation in open cutting for sewer and manholes
as shown in drawing i/c shuttering, timbering, dressing to
correct section and dimensions according to templates and
levels,and removing surface water,in all types of soil except
shingle,gravel complete in all respect
0' to 7' depth 12074.00 % 0Cft 5118.60
2 7 30Supply and filling sand under floor for 12'' i/d sewer.
1707.08 %Cft 1742.00
Providing laying RCC pipe sewers moulded with cement
concrete 1:1 ½ :3 conforming to ASTM specification C-76-79
Class.II wall B,including carriage of pipe from factory to site of
work,lowering in trenches to correct alignment and grade ,
jointing with rubberring cutting pipes where necessary,
testing etc. complete.
12" i/d 748.00 P.Rft 411.75
4 3 13
Rehandling of earth work lead up to a single through of Khassi,
Phorah or Shovel compaction of earth(soft, ordinary of hard
soil) mixising, moistening, earth to optimum moisture content
in layer of compaction etc
9659.40 %0Cft 2153.70
5 3 17abc
Transportation of earth all types when the total distance, i.c
the lead covered in the item, is more than 1000 ft. upto 1 mile
1932 %0Cft 2952.80
MANHOLE CHAMBER 4' i/d 7' ft deep 12" dia 13.00 Nos
Earth work excavation in open cutting for sewer and manholes
as shown in drawing i/c shuttering, timbering, dressing to
correct section and dimensions according to templates and
levels,and removing surface water,in all types of soil except
shingle,gravel complete in all respect
’to ’- ” depth 4020.77 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge574.34 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete289.07 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:3559.39 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.559.39 %Cft 1572.85
6 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate) Ratio 1:2:4
210.34 %Cft 21879.00
3
1 3 42
21 3
3 42i1
BID SCHEDULE
Name Of WorkPROVISION OF SEWERAGE / DRAINAGE AND PCC FACILITIES QILA DIDAR SINGH DISTRICT
GUJRANWALA .
Approx Cost
Earnest Money
Time Limit: 2 Years
MRS Bi-Annual
Period (1st July 2017
to 301st December
2017
Page 1 of 10
FACILITIES QILA DIDAR SINGH
7 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 165 KM
185.12 %Cft 3637.20
8 21 9Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.163.41 % Cft 1564.25
9 21 15a
Providing and fixing ” thick R.C.C manhole cover with tee
shaped C.I. frame of ” i/d (frame et weighting 37.324 Kg. Or
one mound as per Standard Drawing STD/PD No. 6, of 1977,
complete in all respect.
13.00 Each 7102.65
10 21 13
Providing and fixing 1 ¼:x1 ¼”x / ” (31x31x5 mm) angle iron
step, in manhole chambers, including carriage and setting the
same in work to correct lines and levels.
26.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height893.88 %Sft 2078.30
GULLY GRATING (12''X 12") 10.00 Nos
1 3 42
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:-0-7' depth
787.50 %0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer. 157.50 %Cft 1742.00
3 21 1
P/L RCC sewer pipe moulded with cement concrete in 1:1½:3
C.C. confirming to ASTM specifications C76-79 Class-II wall”B”
complete in all respects. 6" i/d
120.00 P.Rft 132.15
4 313(a),2
4a
Rehandling of earth work lead up to a single through of Khassi,
Phorah or Shoval compaction of earth(soft, ordinary of hard
soil) mixising, moistening, earth to optimum moisture content
in layer of compaction etc complete.
630.00 %0Cft 1452.00
5 21 7-bConstruction of gully grating chamber Size 12"X12"
10.00 Each 2931.85
SURFACE DRAIN
1 3 10(i)
Earthwork excavation in irrigation channels, drains, etc. to
designed section, grades and profiles, excavated material
disposed off and dressed within 50 ft. (15 m) lead:-
11654.82 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
6876.00 % Cft 10672.65
3 20 1(b)(ii)
Tega formed of Pacca brick on end, laid in and over cement
sand mortar projecting to a height of not more then 6"
(150mm)top of drain along the property side where required,
laid to lines, grades, slopes, and shape according to the
engineer's drawing, 4-1/2" thick, ratio 1:5
18336.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:55546.06 % Cft 18974.90
5 20 3(b)
Pacca brick work on edge, laid in reimbursement, in cement,
sand mortar, on side of drains and on other works where
required All joints to be completely filled and struck flush ratio
1:5
20628.00 % Sft 8351.45
Page 2 of 10
FACILITIES QILA DIDAR SINGH
6 20 6(a)
Construction of Punjab standard drains of cement concrete 1:2
½:5 with cement concrete bedding ratio 1:6:12 complete laid
to the lines, grades, slopes and shapes,rendering exposed
surface of concrete with 1:1 cement sand mortor 1/4" (6mm)
thick, as per engineer drawings (excluding excavation ) Type I
22920.00 P. Rft 102.95
7 6 6aii
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
291.25 P.Cft 252.80
8 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 165 KM
256.30 %Cft 3637.20
9 6 9b
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
891.99 %. Kg 10736.00
PCC FLOORING
1 3 17abc
Filling watering ramming of earth under floor un dressed lead
upto a single throw of kassi, phora or shovel in ordinary soil,
transportation of earth all types when the total distance
includingthe lead covered up to 5 mile.
104010.00 %0 Cft 8248.80
2 3 3dCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.75300.00 % Cft 9346.60
3 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
75300.00 % Cft 21879.00
4 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached)165 KM
66264.00 %Cft 3637.20
RCC PATH
1 4 17abc
Filling watering ramming of earth under floor un dressed lead
upto a single throw of kassi, phora or shovel in ordinary soil,
transportation of earth all types when the total distance
includingthe lead covered up to 5 mile.
5600.00 %0 Cft 8248.80
2 18 3Aii
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 except gravel and. aggregate..(Analysis Attached)
2800.00 % Cft 7580.19
Page 3 of 10
FACILITIES QILA DIDAR SINGH
3 6 6aii
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
4200.00 P.Cft 252.80
4 7 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 165 KM
3696.00 %Cft 3637.20
5 8 9b
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
2611.00 %. Kg 10736.00
RAISING OF MAN HOLE CHAMBER 20.00 Nos
1 4 19(c) Dismantling of PCC 1:2:4 60.80 %Cft 6388.80
2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)
1:3 243.20 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
243.20 %Cft 1572.85
4 11 7(b) ½” thick ce e t plaster : ce e t sa d ortar 420.00 %Cft 2078.30
5 21 15a
Providing and fixing 6" thick R.C.C. manhole cover with tee
shaped C.I. frame of 22" I/d (frame set weighing 37.324 Kg. or
one mound as per StandardDrawing STD/PD No. 6, of 1977,
complete in all respect.
20.00 Each 7102.65
DEDUCTION COST OF OLD MATERIAL
2Deduction for cost of old material in shape of scrape C.I frame
and manhole cover of steel. 746.50 P.Kg 25.00
0.000
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code
will not accept any responsibility for loss sustained by the contractor due to interruption of work as a result of shortag
supply of material / labour or any other reason whatsoever related for completion of work.
3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be consid
automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the i
acceptance letter.
CONDITIONS: -
6. A y o issio / error there i , for i terpretatio ill e referred to rates sta dardized o the asis of Market Rate Syste for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Depa
Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2nd
August, 2005 and the decision of the competent authority
binding upon the contractor.
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid
the competent authority.
1. Conditional tenders / rates will not be entertained.
8. All the o ditio s of Re ised Co tra t Agree e t a d o ditio s e tio ed i the DNIT ill for part of the agree e t a d binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and
contract agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contracto
Page 4 of 10
FACILITIES QILA DIDAR SINGH
Contractor
Name & Address _____________
____________________________ GUJRANWALA
10. The successful bidder has to deposit performance guarantee as per Rules.
PUBLIC HEALTH ENGG:DIV
EXECUTIVE ENGINE
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th A
in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will hav
additional performance security from the Schedule Bank equal to the tendered amount below estimated cost, within 15 d
submission of tenders or within expiry period of the bid, whichever is earlier.
Page 5 of 10
FACILITIES QILA DIDAR SINGH
Rate to be quoted
by the contractor
Page 6 of 10
FACILITIES QILA DIDAR SINGH
Page 7 of 10
FACILITIES QILA DIDAR SINGH
Page 8 of 10
FACILITIES QILA DIDAR SINGH
B&R Code. The department
rtage of funds, delay in
nsidered as rescinded
k of the issuance of
6. A y o issio / error there i , for i terpretatio ill e referred to rates sta dardized o the asis of Market Rate Syste for the ance Department
ority will be final and
be paid after approval by
8. All the o ditio s of Re ised Co tra t Agree e t a d o ditio s e tio ed i the DNIT ill for part of the agree e t a d
s and requirements of
actor.
Page 9 of 10
FACILITIES QILA DIDAR SINGH
ALA
NGG:DIVISION
NGINEER
ore the 6th April, 2005,
l have to deposit an
in 15 days of
Page 10 of 10
UC QILA MIAN SINGH, UGGU CHAK
Rs. 45.871 Million
Rs. 2 % Million
Description of item Quantity Unit Rate
Sr #Ch
No
Item
NoSURFACE DRAIN
1 3 10(i)
Earthwork excavation in irrigation channels, drains, etc. to
designed section, grades and profiles, excavated material
disposed off and dressed within 50 ft. (15 m) lead:-
5685.03 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
3354.00 % Cft 10672.65
3 20 1(b)(ii)
Tega formed of Pacca brick on end, laid in and over cement
sand mortar projecting to a height of not more then 6"
(150mm)top of drain along the property side where required,
laid to lines, grades, slopes, and shape according to the
engineer's drawing, 4-1/2" thick, ratio 1:5
8944.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:52862.38 % Cft 18974.90
5 20 3(b)
Pacca brick work on edge, laid in reimbursement, in cement,
sand mortar, on side of drains and on other works where
required All joints to be completely filled and struck flush ratio
1:5
10062.00 % Sft 8351.45
6 20 6(a)
Construction of Punjab standard drains of cement concrete 1:2
½:5 with cement concrete bedding ratio 1:6:12 complete laid
to the lines, grades, slopes and shapes,rendering exposed
surface of concrete with 1:1 cement sand mortor 1/4" (6mm)
thick, as per engineer drawings (excluding excavation ) Type I
11180.00 P. Rft 102.95
7 6 6aii
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
349.50 P.Cft 252.80
8 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 175 KM
307.56 %Cft 4059.20
Earnest Money
MRS Bi-Annual
Period (1st July 2017
to 301st December
2017
BID SCHEDULE
Name Of WorkCONSTRUCTION OF DRAINS PCC / RCC IN UC QILA MIAN SINGH, UGGU CHAK , ETC DISTRICT
GUJRANWALA .
Approx Cost Time Limit: 2 Years
Page 1 of 8
UC QILA MIAN SINGH, UGGU CHAK
9 6 9b
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
1070.38 %. Kg 10736.00
PCC FLOORING
1 3 17abc
Filling watering ramming of earth under floor un dressed lead
upto a single throw of kassi, phora or shovel in ordinary soil,
transportation of earth all types when the total distance
includingthe lead covered up to 3 mile.
225925.00 %0 Cft 7340.80
2 3 3dCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.105770.00 % Cft 9346.60
3 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
105770.00 % Cft 21879.00
4 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 175 KM
93078.00 %Cft 4059.20
RCC PATH
1 4 17abc
Filling watering ramming of earth under floor un dressed lead
upto a single throw of kassi, phora or shovel in ordinary soil,
transportation of earth all types when the total distance
includingthe lead covered up to 3 mile.
8400.00 %0 Cft 7340.80
2 18 3Aii
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 except gravel and. aggregate..(Analysis Attached)
4200.00 % Cft 7334.79
3 6 6aii
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
6300.00 P.Cft 252.80
4 7 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 175 KM
5544.00 %Cft 4059.20
5 8 9b
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
3916.00 %. Kg 10736.00
SULLAGE CARRIER
Page 2 of 8
UC QILA MIAN SINGH, UGGU CHAK
1 3 10i
Earth work excavation in irrigation channel,drains, etc to
designed sanction, grades and profiles, excavated material
disposed off and dressed within 50 ft (15m) lead. (i) Ordinary
4000.00 %0 Cft 4667.50
2 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)1320.00 % Cft 10672.65
3 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:53375.00 % Cft 18974.90
4 6 5F
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
711.00 % Cft 21879.00
5 11 18 Cement Plaster 1.3 upto 20' heightb 1/2'' thick. 2500.00 %Sft 1845.40
6 6 6a(ii)c
Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened graded
and washed aggregate, in required shape and design, including
forms, moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and
placing in position, etc.): (a) (ii)Reinforced cement concrete in
slab of raft / strip foundation base salb of column and retaining
wall etc and other structure member other than those
mentioned in 5 (a)(1) above not requiring for work (i.e)
horizental shuttering), complete in all respects:- type C
nominal mix 1:2:4
188.00 P.Cft 252.80
7 1 1
Carriage of 100 Cft. (2.83 cu.m) of all materials like stone
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any other means
owned by the contractor..Carriage for Bajri quiry sargodha
(Sikhan Wali) to site of work (Analysis Attached) 175 KM
791.00 % Cft 4059.20
8 6 9(b)
Fabrication of mild steel reinforcement for Cement concrete,
i/c cutting, bending, laying in position making joints and
fastening, including cost of binding wire and labour charges for
binding of steel reinforcement (also includes removel of rust
from bars.(Deformed bars) Grade 40
574.00 % Kg 10736.00
0.000
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid
the competent authority.
1. Conditional tenders / rates will not be entertained.
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code
will not accept any responsibility for loss sustained by the contractor due to interruption of work as a result of shortag
supply of material / labour or any other reason whatsoever related for completion of work.
3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be consid
automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the i
acceptance letter.
CONDITIONS: -
8. All the o ditio s of Re ised Co tra t Agree e t a d o ditio s e tio ed i the DNIT ill for part of the agree e t a d binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and
contract agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contracto
6. A y o issio / error there i , for i terpretatio ill e referred to rates sta dardized o the asis of Market Rate Syste for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Depa
Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2nd
August, 2005 and the decision of the competent authority
binding upon the contractor.
Page 3 of 8
UC QILA MIAN SINGH, UGGU CHAK
Contractor
Name & Address _____________
____________________________ GUJRANWALA
10. The successful bidder has to deposit performance guarantee as per Rules.
PUBLIC HEALTH ENGG:DIV
EXECUTIVE ENGINE
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th A
in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will hav
additional performance security from the Schedule Bank equal to the tendered amount below estimated cost, within 15 d
submission of tenders or within expiry period of the bid, whichever is earlier.
Page 4 of 8
UC QILA MIAN SINGH, UGGU CHAK
Rate to be quoted
by the contractor
Page 5 of 8
UC QILA MIAN SINGH, UGGU CHAK
Page 6 of 8
UC QILA MIAN SINGH, UGGU CHAK
be paid after approval by
B&R Code. The department
rtage of funds, delay in
nsidered as rescinded
k of the issuance of
8. All the o ditio s of Re ised Co tra t Agree e t a d o ditio s e tio ed i the DNIT ill for part of the agree e t a d
s and requirements of
actor.
6. A y o issio / error there i , for i terpretatio ill e referred to rates sta dardized o the asis of Market Rate Syste for the ance Department
ority will be final and
Page 7 of 8
UC QILA MIAN SINGH, UGGU CHAK
ALA
NGG:DIVISION
NGINEER
ore the 6th April, 2005,
l have to deposit an
in 15 days of
Page 8 of 8