UC-40

Rs. 2.315 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 1452.00

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 589.42 %0Cft 5118.60

2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)

gauge88.36 %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 DRAIN,SEWERAGE, PCC / RCC IN UC-40 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-40

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:-

76.28 %0 Cft 4667.50

2 6 3 (d)

Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)

45.00 % 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

120.00 % Rft 5839.40

4 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:571.25 % Cft 18974.90

Page 2 of 4

UC-40

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

135.00 % 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

150.00 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

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 2779.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 2779.00 % 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

5557.00 %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.

2400.00 %0 Cft 8248.80

5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.5260.00 % 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

5260.00 % 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

4629.00 %Cft 3953.70

Page 3 of 4

UC-40

RAISING OF MAN HOLE CHAMBER5.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 15.20 %Cft 6388.80

2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)

1:3 30.00 %Cft 20797.25

3 7 10Extra for steining of well or any other circular Masonry.

30.00 %Cft 1572.85

4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar

50.00 %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.

5.00 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. 186.63 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 43

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 24972.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for sewer 3019.28 % 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 1330.00 P.Rft 411.75

15" i/d 346.00 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

19977.30 %0Cft 2153.70

MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia

SEWER 25.00 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 6815.50 %0Cft 5118.60

2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)

gauge552.25 %Cft 3894.00

3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio

1:6:12 complete555.90 %Cft 10672.65

4 7 7iPacc brick work other than building upto 10ft height in cement

sand mortor Ratio 1:3983.50 %Cft 20797.25

5 7 10Extra for pacca brick work in steining of well or any other

circular masonry.983.50 %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

404.50 %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 AREAS OF UC 43 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

Page 1 of 5

UC 43

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

356.00 %Cft 3953.70

8 21 9Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.314.25 % 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.

25.00 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.

25.00 Each 242.20

11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'

height1576.25 %Sft 2078.30

MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 15"dia

SEWER 6.00 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 1635.72 %0Cft 5118.60

2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)

gauge132.54 %Cft 3894.00

3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio

1:6:12 complete133.42 %Cft 10672.65

4 7 7iPacc brick work other than building upto 10ft height in cement

sand mortor Ratio 1:3229.86 %Cft 20797.25

5 7 10Extra for pacca brick work in steining of well or any other

circular masonry.229.86 %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

107.28 %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

94.44 %Cft 3953.70

8 21 9

Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.

75.42 % 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.

6.00 Each 7102.65

1 3 42i

Page 2 of 5

UC 43

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.

6.00 Each 242.20

11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'

height

370.08 %Sft 2078.30

GULLY GRATING (12" X 12") 20.00 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

1575.00 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 315.00 % 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

240.00 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.

1260.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 20.00 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:-

1454.31 %0 Cft 4667.50

2 6 3 (d)

Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)

858.00 % 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

2288.00 % Rft 5839.40

4 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:5816.94 % 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

2574.00 % 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

2860.00 P. Rft 102.95

Page 3 of 5

UC 43

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 1624.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 1624.00 % 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

3247.00 %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.

40690.00 %0 Cft 8248.80

5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.16792.00 % 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

16792.00 % 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

14777.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER5.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 15.20 %Cft 6388.80

2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)

1:3 30.00 %Cft 20797.25

3 7 10Extra for steining of well or any other circular Masonry.

30.00 %Cft 1572.85

4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar

50.00 %Cft 2078.30

Page 4 of 5

UC 43

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.

5.00 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.

1017.25 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. 186.63 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 47

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 21592.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for sewer 1050.98 % 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 464.00 P.Rft 411.75

15" i/d 920.00 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

17273.70 %0Cft 1452.00

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 complete200.12 %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

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 SEWERAGE DRAIN, PCC / RCC IN UC 47 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

Page 1 of 5

UC 47

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 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 complete333.54 %Cft 10672.65

4 7 7iPacc brick work other than building upto 10ft height in cement

sand mortor Ratio 1:3574.65 %Cft 20797.25

5 7 10Extra for pacca brick work in steining of well or any other

circular masonry.574.65 %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

268.20 %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

236.10 %Cft 3953.70

8 21 9

Extra 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

1 3 42i

Page 2 of 5

UC 47

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'

height

925.20 %Sft 2078.30

GULLY GRATING (12" X 12") 22.00 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

1732.50 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 346.50 % 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

264.00 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.

1386.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 22.00 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:-

3457.80 %0 Cft 4667.50

2 6 3 (d)

Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)

2040.00 % 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

5440.00 % Rft 5839.40

4 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:51698.75 % 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

6120.00 % 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

6800.00 P. Rft 102.95

Page 3 of 5

UC 47

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

115.34 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)

101.49 %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

353.23 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 528.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 528.00 % 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

1056.00 %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.

56000.00 %0 Cft 8248.80

5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.13674.00 % 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

13674.00 % 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

12033.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER5.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 15.20 %Cft 6388.80

2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)

1:3 30.00 %Cft 20797.25

3 7 10Extra for steining of well or any other circular Masonry.

30.00 %Cft 1572.85

4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar

50.00 %Cft 2078.30

Page 4 of 5

UC 47

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.

5.00 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.

2715.28 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. 186.63 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-39

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 6367.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for sewer 990.23 % 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 432.00 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

5093.80 %0Cft 1452.00

MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia

SEWER 7.00 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 1908.34 %0Cft 5118.60

2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)

gauge154.63 %Cft 3894.00

3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio

1:6:12 complete155.65 %Cft 10672.65

4 7 7iPacc brick work other than building upto 10ft height in cement

sand mortor Ratio 1:3275.38 %Cft 20797.25

5 7 10Extra for pacca brick work in steining of well or any other

circular masonry.275.38 %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

113.26 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

21 3

1

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN SEWERAGE, PCC / RCC IN ABADIES OF UC-39 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-39

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

99.68 %Cft 3953.70

8 21 9Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.87.99 % 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.

7.00 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.

7.00 Each 242.20

11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'

height441.35 %Sft 2078.30

GULLY GRATING (12" X 12") 12.00 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

945.00 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 189.00 % 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

144.00 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.

756.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 12.00 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:-

991.58 %0 Cft 4667.50

2 6 3 (d)

Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)

585.00 % 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

1560.00 % Rft 5839.40

4 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:5551.25 % Cft 18974.90

Page 2 of 4

UC-39

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

1755.00 % 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

1950.00 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

38.45 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)

33.83 %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

117.74 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 4990.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 4990.00 % 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

9979.00 %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.

2800.00 %0 Cft 8248.80

5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.8610.00 % 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

8610.00 % 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

7577.00 %Cft 3953.70

Page 3 of 4

UC-39

RAISING OF MAN HOLE CHAMBER5.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 15.20 %Cft 6388.80

2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)

1:3 30.00 %Cft 20797.25

3 7 10Extra for steining of well or any other circular Masonry.

30.00 %Cft 1572.85

4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar

50.00 %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.

5.00 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. 186.63 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

ABADIES OF UC-41

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 8867.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 1379.03 % 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 606.00 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

7093.80 %0Cft 1452.00

MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia

SEWER 11.00 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 2998.82 %0Cft 5118.60

2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)

gauge242.99 %Cft 3894.00

3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio

1:6:12 complete244.60 %Cft 10672.65

4 7 7iPacc brick work other than building upto 10ft height in cement

sand mortor Ratio 1:3432.74 %Cft 20797.25

5 7 10Extra for pacca brick work in steining of well or any other

circular masonry.432.74 %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

177.98 %Cft 21879.00

3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF SEWERAGE, DRAIN PCC / RCC IN ABADIES OF UC-41 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-41

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

156.64 %Cft 3953.70

8 21 9Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.138.27 % 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.

11.00 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.

11.00 Each 242.20

11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'

height693.55 %Sft 2078.30

GULLY GRATING (12" X 12") 9.00 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

708.75 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 141.75 % 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

108.00 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.

567.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 9.00 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:-

101.70 %0 Cft 4667.50

2 6 3 (d)

Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)

60.00 % 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

160.00 % Rft 5839.40

4 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:568.44 % Cft 18974.90

Page 2 of 4

ABADIES OF UC-41

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

180.00 % 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

200.00 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

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 1782.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 1782.00 % 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

3564.00 %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.

40900.00 %0 Cft 8248.80

5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.22950.00 % 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

22950.00 % 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

20196.00 %Cft 3953.70

Page 3 of 4

ABADIES OF UC-41

RAISING OF MAN HOLE CHAMBER7.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 21.28 %Cft 6388.80

2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)

1:3 42.00 %Cft 20797.25

3 7 10Extra for steining of well or any other circular Masonry.

42.00 %Cft 1572.85

4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar

70.00 %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.

7.00 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. 261.28 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-46

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 17305.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 2691.23 % 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 1174.00 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

13843.80 %0Cft 1452.00

MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia

SEWER 19.00 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 5179.78 %0Cft 5118.60

2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)

gauge419.71 %Cft 3894.00

3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio

1:6:12 complete422.48 %Cft 10672.65

4 7 7iPacc brick work other than building upto 10ft height in cement

sand mortor Ratio 1:3747.46 %Cft 20797.25

5 7 10Extra for pacca brick work in steining of well or any other

circular masonry.747.46 %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

307.42 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

21 3

1

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE PCC / RCC IN UC-42 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

3

Page 1 of 5

UC-46

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

270.56 %Cft 3953.70

8 21 9Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.238.83 % 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.

19.00 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.

19.00 Each 242.20

11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'

height1197.95 %Sft 2078.30

GULLY GRATING (12" X 12") 16.00 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

1260.00 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 252.00 % 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

192.00 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.

1008.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 16.00 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:-

305.10 %0 Cft 4667.50

2 6 3 (d)

Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)

180.00 % 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

480.00 % Rft 5839.40

4 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:5219.38 % Cft 18974.90

Page 2 of 5

UC-46

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

540.00 % 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

600.00 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

23.07 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)

20.30 %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

70.65 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 5676.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 5676.00 % 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

11352.00 %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.

19680.00 %0 Cft 8248.80

5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.15898.00 % 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

15898.00 % 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

13990.00 %Cft 3953.70

Page 3 of 5

UC-46

RAISING OF MAN HOLE CHAMBER5.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 15.20 %Cft 6388.80

2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)

1:3 30.40 %Cft 20797.25

3 7 10Extra for steining of well or any other circular Masonry.

30.40 %Cft 1572.85

4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar

52.30 %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.

5.00 Each 7102.65

SULLAGE CARRIER

1 3 10i

Earth work excavation in irrigation channel,drains, etc to

designed sanction, grades and profiles, excavated material

disposed off and dressed within 50 ft (15m) lead. (i) Ordinary

5520.00 %0 Cft 4667.50

2 6 3 (d)

Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)

1822.00 % Cft 10672.65

3 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:54658.00 % Cft 18974.90

4 6 5F

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

981.00 20823 21879.00

5 11 18aCement Pointing struck joints on wall upto to 20' height ratio

1.33450.00 %Sft 1845.40

6 6 6a(ii)c

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

forms, moulds, shuttering, lifting, compacting, curing,

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

slab of raft / strip foundation base salb of column and retaining

wall etc and other structure member other than those

mentioned in 5 (a)(1) above not requiring for work (i.e)

horizental shuttering), complete in all respects:- type C

nominal mix 1:2:4

263.00 P.Cft 252.80

7 1 1

Carriage of 100 Cft. (2.83 cu.m) of all materials like stone

aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150

Cft. (4.25 cu.m) of timber, by truck or by any other means

owned by the contractor. Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 170 Km

1094.00 % Cft 3953.70

8 6 9(b)

Fabrication of mild steel reinforcement for Cement concrete,

i/c cutting, bending, laying in position making joints and

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

804.00 % Kg 10736.00

DEDUCTION COST OF OLD MATERIAL

1Deduction for cost of old material in shape of scrape C.I frame

and manhole cover of steel. 186.63 P.Kg 25.00

CONDITIONS: -

Page 4 of 5

UC-46

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.

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 5 of 5

ABADIES OF UC-44

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 19727.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 3067.88 % 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 1350.00 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

15781.30 %0Cft 1452.00

MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia

SEWER 25.00 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 6815.50 %0Cft 5118.60

2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)

gauge552.25 %Cft 3894.00

3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio

1:6:12 complete555.90 %Cft 10672.65

4 7 7iPacc brick work other than building upto 10ft height in cement

sand mortor Ratio 1:3983.50 %Cft 20797.25

5 7 10Extra for pacca brick work in steining of well or any other

circular masonry.983.50 %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

404.50 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

21 3

1

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN,SEWERAGE, PCC / RCC IN ABADIES OF UC-44 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

ABADIES OF UC-44

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

356.00 %Cft 3953.70

8 21 9Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.314.25 % 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.

25.00 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.

25.00 Each 242.20

11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'

height1576.25 %Sft 2078.30

GULLY GRATING (12" X 12") 22.00 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

1732.50 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 346.50 % 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

264.00 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.

1386.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 22.00 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:-

381.38 %0 Cft 4667.50

2 6 3 (d)

Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)

225.00 % 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

600.00 % Rft 5839.40

4 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:5253.13 % Cft 18974.90

Page 2 of 4

ABADIES OF UC-44

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

675.00 % 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

750.00 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

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 6435.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 6435.00 % 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

12890.00 %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.

0.00 %0 Cft 8248.80

5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.6435.00 % 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

6435.00 % 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

5663.00 %Cft 3953.70

Page 3 of 4

ABADIES OF UC-44

RAISING OF MAN HOLE CHAMBER5.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 15.20 %Cft 6388.80

2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)

1:3 30.00 %Cft 20797.25

3 7 10Extra for steining of well or any other circular Masonry.

30.00 %Cft 1572.85

4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar

50.00 %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.

5.00 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. 186.63 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-46

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 26602.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 4137.08 % Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

concrete 1:1 ½ :3 conforming to ASTM specification C-76-79

Class.II wall B,including carriage of pipe from factory to site of

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12 i/d 1818.00 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

21281.30 %0Cft 2153.70

MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia

SEWER 33.00 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 8996.46 %0Cft 5118.60

2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)

gauge728.97 %Cft 3894.00

3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio

1:6:12 complete733.79 %Cft 10672.65

4 7 7iPacc brick work other than building upto 10ft height in cement

sand mortor Ratio 1:31298.22 %Cft 20797.25

5 7 10Extra for pacca brick work in steining of well or any other

circular masonry.1298.22 %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

533.94 %Cft 21879.00

3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF PCC / RCC AND SEWERAGE, IN AREAS OF UC-46 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

UC-46

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

469.92 %Cft 3953.70

8 21 9Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.414.81 % 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.

33.00 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.

33.00 Each 242.20

11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'

height2080.65 %Sft 2078.30

GULLY GRATING (12" X 12") 30.00 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

2362.50 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 472.50 % 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

360.00 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.

1890.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 30.00 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:-

152.55 %0 Cft 4667.50

2 6 3 (d)

Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)

90.00 % 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

240.00 % Rft 5839.40

4 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:5123.75 % Cft 18974.90

Page 2 of 4

UC-46

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

270.00 % 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

300.00 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

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 8019.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 8019.00 % 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

16038.00 %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.

13200.00 %0 Cft 8248.80

5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.17940.00 % 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

17940.00 % 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

15787.00 %Cft 3953.70

Page 3 of 4

UC-46

RAISING OF MAN HOLE CHAMBER5.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 15.20 %Cft 6388.80

2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)

1:3 30.00 %Cft 20797.25

3 7 10Extra for steining of well or any other circular Masonry.

30.00 %Cft 1572.85

4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar

50.00 %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.

5.00 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. 186.63 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