areas of uc-27 (easrern side) bid scheduleeproc.punjab.gov.pk/biddingdocuments/50484955/4949/... ·...
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AREAS OF UC-27 (EASRERN SIDE)
Rs. 11.574 Million
Rs. 2 % Million
Description of item Quantity Unit RateRate to be quoted
by the contractor
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 39500.00 % 0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 6143.04 % 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 2703.00 P.Rft 411.75
4 3 13a
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
31600.00 %0Cft 2153.70
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia
SEWER 50.00 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 13631.00 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge1104.50 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete1111.80 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:31967.00 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.1967.00 %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
809.00 %Cft 21879.00
3
42i
Time Limit: 45 Days
Earnest Money
21 3
1
BID SCHEDULE
Name Of WorkCONSTRUCTION OF SEWERAGE, DRAIN, PCC / RCC IN AREAS OF UC-27 (EASRERN
SIDE) DISTRICT GUJRANWALA. (NA-95)
Approx Cost
1 3 42
MRS Bi-Annual
Period (1st July 2017
to 31st December
2017)
3
Page 1 of 3
AREAS OF UC-27 (EASRERN SIDE)
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) 170
km
712.00 %Cft 3953.70
8 21 9Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.628.50 % 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.
50.00 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.
50.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height3152.50 %Sft 2078.30
GULLY GRATING (12" X 12") 25.00 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
1968.75 %0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 393.75 % 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
300.00 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.
1575.00 %0Cft 1452.00
5 21 7-b Construction of gully grating chamber Size 12"X12" 25.00 Each 2931.85
PCC FLOORING
1 4 19C Dismantling cement concrete plain 1:2:4 3465.00 % Cft 6388.80
2 4 19d Dismantling cement concrete with brick aggregate 3465.00 % Cft 1742.40
3 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 5 mile
6930.00 %0 Cft 5635.20
4 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.
40174.00 %0 Cft 8248.80
5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.22903.00 % Cft 9346.60
6 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
22903.00 % Cft 21879.00
Page 2 of 3
AREAS OF UC-27 (EASRERN SIDE)
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) 170
km
20154.00 %Cft 3953.70
RAISING OF MAN HOLE CHAMBER4.00 Nos
1 4 19(c) Dismantling of PCC 1:2:4 12.16 %Cft 6388.80
2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)
1:3 24.00 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
24.00 %Cft 1572.85
4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar
40.00 %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.
4.00 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. 149.30 P.Kg 25.00
Contractor
Name & Address _____________
____________________________
3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be considered as rescinded automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the issuance of acceptance letter.
PUBLIC HEALTH ENGG:DIVISION
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is
less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered
amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.
CONDITIONS: -
GUJRANWALA
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code. The department will not accept any responsibility for
loss sustained by the contractor due to interruption of work as a result of shortage of funds, delay in supply of material / labour or any other reason whatsoever related for
completion of work.
EXECUTIVE ENGINEER
8. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire
satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.
6. Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2
nd August, 2005 and
the decision of the competent authority will be final and binding upon the contractor.
1. Conditional tenders / rates will not be entertained.
Page 3 of 3
ABADIES OF UC-22
Rs. 4.630 Million
Rs. 2 % Million
Description of item Quantity Unit RateRate to be quoted
by the contractor
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 6094.00 % 0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 947.70 % 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 418.00 P.Rft 411.75
4 3 13a
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
4875.00 %0Cft 2153.70
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia
SEWER 8.00 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 2180.96 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge176.72 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete177.89 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:3314.72 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.314.72 %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
129.44 %Cft 21879.00
3
BID SCHEDULE
Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE, PCC / RCC IN ABADIES OF UC-22 DISTRICT
GUJRANWALA. (NA-95)
Approx Cost
1 3 42
MRS Bi-Annual
Period (1st July 2017
to 31st December
2017)
3
42i
Time Limit: 45 Days
Earnest Money
21 3
1
Page 1 of 4
ABADIES OF UC-22
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) 170
km
113.92 %Cft 3953.70
8 21 9Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.100.56 % 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.
8.00 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.
8.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height504.40 %Sft 2078.30
GULLY GRATING (12" X 12") 5.00 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
393.75 %0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 78.75 % 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
60.00 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.
315.00 %0Cft 1452.00
5 21 7-b Construction of gully grating chamber Size 12"X12" 5.00 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:-
1322.10 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
780.00 % 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
2080.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:5613.13 % Cft 18974.90
Page 2 of 4
ABADIES OF UC-22
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
2340.00 % 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
2600.00 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
30.76 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) (170Km)
27.07 %Cft 3953.70
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
94.09 %. Kg 10736.00
PCC FLOORING
1 4 19C Dismantling cement concrete plain 1:2:4 6006.00 % Cft 6388.80
2 4 19d Dismantling cement concrete with brick aggregate 6006.00 % Cft 1742.40
3 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 5 mile
12012.00 %0 Cft 5635.20
4 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.8012.00 % Cft 9346.60
5 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
8012.00 % Cft 21879.00
6 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) 170
km
7051.00 %Cft 3953.70
RAISING OF MAN HOLE CHAMBER2.00 Nos
1 4 19(c) Dismantling of PCC 1:2:4 6.08 %Cft 6388.80
Page 3 of 4
ABADIES OF UC-22
2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)
1:3 12.00 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
12.00 %Cft 1572.85
4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar
20.00 %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
Contractor
Name & Address _____________
____________________________
EXECUTIVE ENGINEER
8. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire
satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.
6. Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2
nd August, 2005 and
the decision of the competent authority will be final and binding upon the contractor.
1. Conditional tenders / rates will not be entertained.
PUBLIC HEALTH ENGG:DIVISION
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is
less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered
amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.
CONDITIONS: -
GUJRANWALA
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code. The department will not accept any responsibility for
loss sustained by the contractor due to interruption of work as a result of shortage of funds, delay in 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 considered as rescinded automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the issuance of acceptance letter.
Page 4 of 4
AREA OF UC-23
Rs. 4.630 Million
Rs. 2 % Million
Description of item Quantity Unit RateRate to be quoted
by the contractor
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 953.13 % 0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 1482.30 % 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 652.00 P.Rft 411.75
4 3 13a
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
762.50 %0Cft 2153.70
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia
SEWER 12.00 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 3271.44 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge265.08 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete266.83 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:3472.08 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.472.08 %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
194.16 %Cft 21879.00
3
42i
Time Limit: 45 Days
Earnest Money
21 3
1
BID SCHEDULE
Name Of WorkCONSTRUCTION OF SEWERAGE,DRAIN PCC / RCC IN AREA OF UC-23 DISTRICT
GUJRANWALA. (NA-95)
Approx Cost
1 3 42
MRS Bi-Annual
Period (1st July 2017
to 31st December
2017)
3
Page 1 of 4
AREA OF UC-23
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) 170
km
170.88 %Cft 3953.70
8 21 9Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.150.84 % 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.
12.00 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.
12.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height756.60 %Sft 2078.30
GULLY GRATING (12" X 12") 8.00 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
630.00 %0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 126.00 % 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 wall”B”
complete in all respects. 6" i/d
96.00 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.
504.00 %0Cft 1452.00
5 21 7-b Construction of gully grating chamber Size 12"X12" 8.00 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:-
2695.05 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
1590.00 % 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
4240.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:51319.05 % Cft 18974.90
Page 2 of 4
AREA OF UC-23
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
4770.00 % 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
5300.00 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
69.20 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) (170Km)
60.90 %Cft 3953.70
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
211.94 %. Kg 10736.00
PCC FLOORING
1 4 19C Dismantling cement concrete plain 1:2:4 12425.00 % Cft 6388.80
2 4 19d Dismantling cement concrete with brick aggregate 12425.00 % Cft 1742.40
3 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 5 mile
24849.00 %0 Cft 5635.20
4 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.16615.00 % Cft 9346.60
5 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
16615.00 % Cft 21879.00
6 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) 170
km
14621.00 %Cft 3953.70
RAISING OF MAN HOLE CHAMBER2.00 Nos
1 4 19(c) Dismantling of PCC 1:2:4 6.08 %Cft 6388.80
Page 3 of 4
AREA OF UC-23
2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)
1:3 12.00 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
12.00 %Cft 1572.85
4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar
20.00 %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
Contractor
Name & Address _____________
____________________________
3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be considered as rescinded automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the issuance of acceptance letter.
PUBLIC HEALTH ENGG:DIVISION
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is
less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered
amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.
CONDITIONS: -
GUJRANWALA
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code. The department will not accept any responsibility for
loss sustained by the contractor due to interruption of work as a result of shortage of funds, delay in supply of material / labour or any other reason whatsoever related for
completion of work.
EXECUTIVE ENGINEER
8. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire
satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.
6. Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2
nd August, 2005 and
the decision of the competent authority will be final and binding upon the contractor.
1. Conditional tenders / rates will not be entertained.
Page 4 of 4
UC-24
Rs. 4.630 Million
Rs. 2 % Million
Description of item Quantity Unit RateRate to be quoted
by the contractor
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 1328.00 % 0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 206.55 % 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 92.00 P.Rft 411.75
4 3 13a
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
1062.50 %0Cft 2153.70
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia
SEWER 2.00 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 545.24 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge44.18 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete44.47 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:378.68 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.78.68 %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
32.36 %Cft 21879.00
3
42i
Time Limit: 45 Days
Earnest Money
21 3
1
BID SCHEDULE
Name Of WorkCONSTRUCTION OF PCC/RCC DRAIN, AND SEWERAGE, IN UC-24 DISTRICT
GUJRANWALA. (NA-95)
Approx Cost
1 3 42
MRS Bi-Annual
Period (1st July 2017
to 31st December
2017)
3
Page 1 of 4
UC-24
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) 170
km
28.48 %Cft 3953.70
8 21 9Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.25.14 % 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.
2.00 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.
2.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height126.10 %Sft 2078.30
GULLY GRATING (12" X 12") 2.00 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
157.50 %0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 31.50 % 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
24.00 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.
126.00 %0Cft 1452.00
5 21 7-b Construction of gully grating chamber Size 12"X12" 2.00 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:-
1789.92 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
1056.00 % 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
2816.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:5899.81 % Cft 18974.90
Page 2 of 4
UC-24
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
3168.00 % 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
3520.00 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
76.89 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) (170Km)
67.66 %Cft 3953.70
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
235.48 %. Kg 10736.00
PCC FLOORING
1 4 19C Dismantling cement concrete plain 1:2:4 5306.00 % Cft 6388.80
2 4 19d Dismantling cement concrete with brick aggregate 5306.00 % Cft 1742.40
3 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 5 mile
10613.00 %0 Cft 5635.20
4 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.
5700.00 %0 Cft 8248.80
5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.8156.00 % Cft 9346.60
6 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
8156.00 % 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) 170
km
7178.00 %Cft 3953.70
Page 3 of 4
UC-24
RAISING OF MAN HOLE CHAMBER2.00 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 12.00 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
12.00 %Cft 1572.85
4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar
20.00 %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
Contractor
Name & Address _____________
____________________________
3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be considered as rescinded automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the issuance of acceptance letter.
PUBLIC HEALTH ENGG:DIVISION
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is
less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered
amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.
CONDITIONS: -
GUJRANWALA
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code. The department will not accept any responsibility for
loss sustained by the contractor due to interruption of work as a result of shortage of funds, delay in supply of material / labour or any other reason whatsoever related for
completion of work.
EXECUTIVE ENGINEER
8. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire
satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.
6. Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2
nd August, 2005 and
the decision of the competent authority will be final and binding upon the contractor.
1. Conditional tenders / rates will not be entertained.
Page 4 of 4
UC 25
Rs. 9.260 Million
Rs. 2 % Million
Description of item Quantity Unit RateRate to be quoted
by the contractor
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 22493.00 % 0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 1609.88 % 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 708.00 P.Rft 411.75
15" i/d 752.00 P.Rft 505.50
4 3 13a
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
17994.10 %0Cft 2153.70
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia
SEWER 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 3544.06 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge287.17 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete289.12 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:3511.42 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.511.42 %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
42i
Time Limit: 45 Days
Earnest Money
MRS Bi-Annual
Period (1st July 2017
to 31st December
2017)
21 3
1 3
BID SCHEDULE
Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE PCC / RCC IN ABADIES OF UC 25 DISTRICT
GUJRANWALA. (NA-95)
Approx Cost
1 3 42
Page 1 of 5
UC 25
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) 170 km
185.12 %Cft 3953.70
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.
13.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height819.65 %Sft 2078.30
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 15"dia
SEWER 12.00 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 3271.44 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge265.08 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete266.83 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:3459.72 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.459.72 %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
214.56 %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) 170 km
188.88 %Cft 3953.70
8 21 9
Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.
150.84 % 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.
12.00 Each 7102.65
1 3 42i
Page 2 of 5
UC 25
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.
12.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height
740.16 %Sft 2078.30
GULLY GRATING (12" X 12") 13.00 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
1023.75 %0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 204.75 % 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
156.00 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.
819.00 %0Cft 1452.00
5 21 7-b Construction of gully grating chamber Size 12"X12" 13.00 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:-
2278.08 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
1344.00 % 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
3584.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:51134.56 % 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
4032.00 % 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
4480.00 P. Rft 102.95
Page 3 of 5
UC 25
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
61.51 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) (170Km)
54.13 %Cft 3953.70
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
188.39 %. Kg 10736.00
PCC FLOORING
1 4 19C Dismantling cement concrete plain 1:2:4 12302.00 % Cft 6388.80
2 4 19d Dismantling cement concrete with brick aggregate 12302.00 % Cft 1742.40
3 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 5 mile
24605.00 %0 Cft 5635.20
4 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.14134.00 % Cft 9346.60
5 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
14134.00 % Cft 21879.00
6 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) 170
km
12438.00 %Cft 3953.70
RAISING OF MAN HOLE CHAMBER2.00 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 12.00 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
12.00 %Cft 1572.85
4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar
20.00 %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
NON MRS ITEMS
Page 4 of 5
UC 25
1
P/L crushed stone / ” to ” gauge of approved guary under
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.
2222.30 P.Cft 90.22
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
Contractor
Name & Address _____________
____________________________
CONDITIONS: -
EXECUTIVE ENGINEER
8. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire
satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.
6. Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2
nd August, 2005 and
the decision of the competent authority will be final and binding upon the contractor.
1. Conditional tenders / rates will not be entertained.
GUJRANWALA
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code. The department will not accept any responsibility for
loss sustained by the contractor due to interruption of work as a result of shortage of funds, delay in 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 considered as rescinded automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the issuance of acceptance letter.
PUBLIC HEALTH ENGG:DIVISION
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is
less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered
amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.
Page 5 of 5
UC 27 (WESTERN SIDE )
Rs. 13.889 Million
Rs. 2 % Million
Description of item Quantity Unit RateRate to be quoted
by the contractor
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 24169.00 % 0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 1172.48 % 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 514.00 P.Rft 411.75
15" i/d 1032.00 P.Rft 505.50
4 3 13a
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
19335.10 %0Cft 2153.70
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia
SEWER 9.00 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 2453.58 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge198.81 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete200.16 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:3354.06 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.354.06 %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
145.62 %Cft 21879.00
BID SCHEDULE
Name Of WorkCONSTRUCTION OF SEWERAGE DRAIN, PCC / RCC IN AREAS OF UC 27 (WESTERN
SIDE ) DISTRICT GUJRANWALA. (NA-95)
Approx Cost
1 3 42
3
3
42i
Time Limit: 45 Days
Earnest Money
MRS Bi-Annual
Period (1st July 2017
to 31st December
2017)
21 3
1
Page 1 of 5
UC 27 (WESTERN SIDE )
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) 170 km
128.16 %Cft 3953.70
8 21 9Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.113.13 % 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.
9.00 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.
9.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height567.45 %Sft 2078.30
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 15"dia
SEWER 17.00 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 4634.54 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge375.53 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete378.01 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:3651.27 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.651.27 %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
303.96 %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) 170 km
267.58 %Cft 3953.70
8 21 9
Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.
213.69 % 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.
17.00 Each 7102.65
1 3 42i
Page 2 of 5
UC 27 (WESTERN SIDE )
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.
17.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height
1048.56 %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-b Construction 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:-
127.13 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
75.00 % 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
200.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:593.75 % 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
225.00 % 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
250.00 P. Rft 102.95
Page 3 of 5
UC 27 (WESTERN SIDE )
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
15.38 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) (170Km)
13.53 %Cft 3953.70
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
47.10 %. Kg 10736.00
PCC FLOORING
1 4 19C Dismantling cement concrete plain 1:2:4 3696.00 % Cft 6388.80
2 4 19d Dismantling cement concrete with brick aggregate 3696.00 % Cft 1742.40
3 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 5 mile
7392.00 %0 Cft 5635.20
4 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.
71900.00 %0 Cft 8248.80
5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.31025.00 % Cft 9346.60
6 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
31025.00 % 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) 170
km
27302.00 %Cft 3953.70
RAISING OF MAN HOLE CHAMBER20.00 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)
1:3 120.00 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
120.00 %Cft 1572.85
4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar
200.00 %Cft 2078.30
Page 4 of 5
UC 27 (WESTERN SIDE )
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 ITEMS
1
P/L crushed stone / ” to ” gauge of approved guary under
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.
3043.93 P.Cft 90.22
DEDUCTION COST OF OLD MATERIAL
1Deduction for cost of old material in shape of scrape C.I frame
and manhole cover of steel. 746.50 P.Kg 25.00
Contractor
Name & Address _____________
____________________________ GUJRANWALA
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code. The department will not accept any responsibility for
loss sustained by the contractor due to interruption of work as a result of shortage of funds, delay in 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 considered as rescinded automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the issuance of acceptance letter.
PUBLIC HEALTH ENGG:DIVISION
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is
less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered
amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.
CONDITIONS: -
EXECUTIVE ENGINEER
8. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire
satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.
6. Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2
nd August, 2005 and
the decision of the competent authority will be final and binding upon the contractor.
1. Conditional tenders / rates will not be entertained.
Page 5 of 5
ABADIES OF UC-28
Rs. 4.630 Million
Rs. 2 % Million
Description of item Quantity Unit RateRate to be quoted
by the contractor
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 1719.00 % 0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 267.30 % 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 117.00 P.Rft 411.75
4 3 13a
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
1375.00 %0Cft 2153.70
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia
SEWER 2.00 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 545.24 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge44.18 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete44.47 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:378.68 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.78.68 %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
32.36 %Cft 21879.00
3
BID SCHEDULE
Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE, PCC / RCC IN ABADIES OF UC-28 DISTRICT
GUJRANWALA. (NA-95)
Approx Cost
1 3 42
MRS Bi-Annual
Period (1st July 2017
to 31st December
2017)
3
42i
Time Limit: 45 Days
Earnest Money
21 3
1
Page 1 of 4
ABADIES OF UC-28
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) 170
km
28.48 %Cft 3953.70
8 21 9Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.25.14 % 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.
2.00 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.
2.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height126.10 %Sft 2078.30
GULLY GRATING (12" X 12") 2.00 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
157.50 %0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 31.50 % 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
24.00 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.
126.00 %0Cft 1452.00
5 21 7-b Construction of gully grating chamber Size 12"X12" 2.00 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:-
2339.10 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
1380.00 % 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
3680.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:51156.88 % Cft 18974.90
Page 2 of 4
ABADIES OF UC-28
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
4140.00 % 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
4600.00 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
76.89 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) (170Km)
67.66 %Cft 3953.70
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
235.48 %. Kg 10736.00
PCC FLOORING
1 4 19C Dismantling cement concrete plain 1:2:4 6650.00 % Cft 6388.80
2 4 19d Dismantling cement concrete with brick aggregate 6650.00 % Cft 1742.40
3 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 5 mile
13299.00 %0 Cft 5635.20
4 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.6947.00 % Cft 9346.60
5 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
6947.00 % Cft 21879.00
6 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) 170
km
6113.00 %Cft 3953.70
RAISING OF MAN HOLE CHAMBER2.00 Nos
1 4 19(c) Dismantling of PCC 1:2:4 6.08 %Cft 6388.80
Page 3 of 4
ABADIES OF UC-28
2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)
1:3 12.00 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
12.00 %Cft 1572.85
4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar
20.00 %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
Contractor
Name & Address _____________
____________________________
EXECUTIVE ENGINEER
8. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire
satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.
6. Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2
nd August, 2005 and
the decision of the competent authority will be final and binding upon the contractor.
1. Conditional tenders / rates will not be entertained.
PUBLIC HEALTH ENGG:DIVISION
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is
less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered
amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.
CONDITIONS: -
GUJRANWALA
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code. The department will not accept any responsibility for
loss sustained by the contractor due to interruption of work as a result of shortage of funds, delay in 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 considered as rescinded automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the issuance of acceptance letter.
Page 4 of 4
UC 29
Rs. 9.260 Million
Rs. 2 % Million
Description of item Quantity Unit RateRate to be quoted
by the contractor
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 21183.00 % 0Cft 5118.60
2 7 30 Supply and filling sand under floor for 6'' i/d sewer 1865.03 % 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 820.00 P.Rft 411.75
15" i/d 569.00 P.Rft 505.50
4 3 13a
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
16946.80 %0Cft 2153.70
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia
SEWER 15.00 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 4089.30 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge331.35 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete333.60 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:3590.10 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.590.10 %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
242.70 %Cft 21879.00
BID SCHEDULE
Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE PCC / RCC IN ABADIES OF UC 29 DISTRICT
GUJRANWALA. (NA-95)
Approx Cost
1 3 42
3
3
42i
Time Limit: 45 Days
Earnest Money
MRS Bi-Annual
Period (1st July 2017
to 31st December
2017)
21 3
1
Page 1 of 5
UC 29
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) 170 km
213.60 %Cft 3953.70
8 21 9Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.188.55 % 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.
15.00 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.
15.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height945.75 %Sft 2078.30
MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 15"dia
SEWER 9.00 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 2453.58 %0Cft 5118.60
2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)
gauge198.81 %Cft 3894.00
3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio
1:6:12 complete200.12 %Cft 10672.65
4 7 7iPacc brick work other than building upto 10ft height in cement
sand mortor Ratio 1:3344.79 %Cft 20797.25
5 7 10Extra for pacca brick work in steining of well or any other
circular masonry.344.79 %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
160.92 %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) 170 km
141.66 %Cft 3953.70
8 21 9
Extra for making and finishing benching floor work in manhole
chamber,with 1/8" thick cement finish.
113.13 % 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.
9.00 Each 7102.65
1 3 42i
Page 2 of 5
UC 29
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.
9.00 Each 242.20
11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'
height
555.12 %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-b Construction 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:-
127.13 %0 Cft 4667.50
2 6 3 (d)
Cement concrete brick or stone ballast - / ’’ to ” guage in
foundation and plinth ratio (1:6:12)
75.00 % 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
200.00 % Rft 5839.40
4 7 4(i)Pacca brick work in foundation and plinth in cement sand
mortor ratio 1:5112.50 % 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
225.00 % 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
250.00 P. Rft 102.95
Page 3 of 5
UC 29
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
7.69 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) (170Km)
6.77 %Cft 3953.70
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
23.55 %. Kg 10736.00
PCC FLOORING
1 4 19C Dismantling cement concrete plain 1:2:4 891.00 % Cft 6388.80
2 4 19d Dismantling cement concrete with brick aggregate 891.00 % Cft 1742.40
3 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 5 mile
1782.00 %0 Cft 5635.20
4 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.
38720.00 %0 Cft 8248.80
5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in
foundation and plinth. Ratio 1:7:20.20460.00 % Cft 9346.60
6 6 5f
Cement concrete plain including placing, compacting, finishing
and curing complete (including screening and washing of stone
aggregate. Ratio 1:2:4
20460.00 % 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) 170
km
18005.00 %Cft 3953.70
RAISING OF MAN HOLE CHAMBER3.00 Nos
1 4 19(c) Dismantling of PCC 1:2:4 9.12 %Cft 6388.80
2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)
1:3 18.00 %Cft 20797.25
3 7 10Extra for steining of well or any other circular Masonry.
18.00 %Cft 1572.85
4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar
30.00 %Cft 2078.30
Page 4 of 5
UC 29
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.
3.00 Each 7102.65
NON MRS ITEMS
1
P/L crushed stone / ” to ” gauge of approved guary under
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.
1682.38 P.Cft 90.22
DEDUCTION COST OF OLD MATERIAL
1Deduction for cost of old material in shape of scrape C.I frame
and manhole cover of steel. 111.98 P.Kg 25.00
Contractor
Name & Address _____________
____________________________ GUJRANWALA
5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code. The department will not accept any responsibility for
loss sustained by the contractor due to interruption of work as a result of shortage of funds, delay in 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 considered as rescinded automatically.
2. Construction schedule towards completion of work should be provided by the Contractor within one week of the issuance of acceptance letter.
PUBLIC HEALTH ENGG:DIVISION
9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is
less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered
amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.
4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.
CONDITIONS: -
EXECUTIVE ENGINEER
8. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.
7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire
satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.
6. Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2
nd August, 2005 and
the decision of the competent authority will be final and binding upon the contractor.
1. Conditional tenders / rates will not be entertained.
Page 5 of 5