ALLAH BAKHASH COLONY-UC-28

Rs. 3.541 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 21584.48 % 0Cft 5118.60

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.

15" i/d 1200.00 P.Rft 505.50

3 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

17267.60 %0Cft 2153.70

4 3 17abc

Transportation of earth all types when the total distance, i.c

the lead covered in the item, is more than 1000 ft. upto 1 mile

3454 %0Cft 2952.80

MANHOLE CHAMBER 4' DIA 5' 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 4420.50 %0Cft 5118.60

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

gauge662.70 %Cft 3894.00

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

1:6:12 complete333.60 %Cft 10672.65

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

sand mortor Ratio 1:3574.65 %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

3

BID SCHEDULE

Name Of Work

CONSTRUCTION OF PCC STREETS / DRAINS / SEWERAGE AT ALLAH BAKHASH

COLONY NEAR UNDER PASS PEOPLE COLONY ROAD UC 28 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

2

42i

Time Limit: 2 Months

Earnest Money

21 3

1

Page 1 of 3

ALLAH BAKHASH COLONY-UC-28

7 1 1

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

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

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

means owned by the contractor. Carriage for Bajri quiry

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

km

236.10 %Cft 3953.70

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

chamber,with 1/8" thick cement finish.188.55 % Cft 1564.25

9 21 15a

Providing and fixing ” thick R.C.C manhole cover with tee

shaped C.I. frame of ” i/d (frame et weighting 37.324 Kg. Or

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

complete in all respect.

15.00 Each 7102.65

10 21 13

Providing and fixing 1 ¼:x1 ¼”x / ” (31x31x5 mm) angle iron

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

15.00 Each 242.20

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

height925.20 %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

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 4530.00 % Cft 6388.80

2 4 19dDismantling cement concrete with brick aggregate

4530.00 % 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

9060.00 %0 Cft 5635.20

3 3 3dCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.4530.00 % Cft 9346.60

4 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

4530.00 % Cft 21879.00

Page 2 of 3

ALLAH BAKHASH COLONY-UC-28

5 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

3987.00 %Cft 3953.70

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.

3591.68 P.Cft 90.20

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 3 of 3

ASGHAR COLONY UC-28

Rs. 3.800 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

No

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:-

2054.34 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

1212.00 % 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

3232.00 % Rft 5839.40

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

mortor ratio 1:5984.00 % 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

3636.00 % 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

4040.00 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

139.80 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)

123.02 %Cft 3953.70

BID SCHEDULE

Name Of WorkCONSTRUCTION OF PCC STREETS / DRAIN ASGHAR COLONY NEAR UNDER PASS

PEOPLE COLONY UC 28 DISTRICT GUJRANWALA. (NA-95)

Approx Cost Time Limit: 2 Months

Earnest Money

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

Page 1 of 2

ASGHAR COLONY UC-28

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

428.15 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 5716.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 5716.00 % 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

11431.00 %0 Cft 5635.20

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

foundation and plinth. Ratio 1:7:20.5620.00 % Cft 9346.60

4 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

5620.00 % Cft 21879.00

5 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

4945.00 %Cft 3953.70

Contractor

Name & Address _____________

____________________________

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.

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.

1. Conditional tenders / rates will not be entertained.

Page 2 of 2

MADINA COLONY SHEIKHUPURA ROAD UC 34

Rs. 2.354 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 12574.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 747.23 % 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/d325.00 P.Rft 411.75

15" i/d405.00 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

10059.20 %0Cft 2153.70

5 3 17abc

Transportation of earth all types when the total distance, i.c

the lead covered in the item, is more than 1000 ft. upto 1 mile

2012 %0Cft 2952.80

MANHOLE CHAMBER 4' DIA 6.67' DEPTH FOR 12"dia

SEWER 5.00 Nos

Earth work excavation in open cutting for sewer and manholes

as shown in drawing i/c shuttering, timbering, dressing to

correct section and dimensions according to templates and

levels,and removing surface water,in all types of soil except

shingle,gravel complete in all respect

’ to ’- ” depth 1473.55 %0Cft 5118.60

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

gauge220.90 %Cft 3894.00

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

1:6:12 complete111.20 %Cft 10672.65

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

sand mortor Ratio 1:3196.70 %Cft 20797.25

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

circular masonry.196.70 %Cft 1572.85

3

42i

Time Limit: 2 Months

Earnest Money

MRS Bi-Annual

Period (1st January

2017, to 30th June

2017)

21 3

1 3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF PCC STREETS / DRAINS / SEWERAGE AT MADINA COLONY

SHEIKHUPURA ROAD UC 34 DISTRICT GUJRANWALA. (NA-95)

Approx Cost

1 3 42

Page 1 of 4

MADINA COLONY SHEIKHUPURA ROAD UC 34

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

80.90 %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

71.20 %Cft 3953.70

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

chamber,with 1/8" thick cement finish.62.85 % Cft 1564.25

9 21 15a

Providing and fixing ” thick R.C.C manhole cover with tee

shaped C.I. frame of ” i/d (frame et weighting 37.324 Kg. Or

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

complete in all respect.

5.00 Each 7102.65

10 21 13

Providing and fixing 1 ¼:x1 ¼”x / ” (31x31x5 mm) angle iron

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

5.00 Each 242.20

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

height315.25 %Sft 2078.30

MANHOLE CHAMBER 4' DIA 6.67' DEPTH FOR 15"dia

SEWER 5.00 Nos

Earth work excavation in open cutting for sewer and manholes

as shown in drawing i/c shuttering, timbering, dressing to

correct section and dimensions according to templates and

levels,and removing surface water,in all types of soil except

shingle,gravel complete in all respect

’ to ’- ” depth 1473.55 %0Cft 5118.60

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

gauge220.90 %Cft 3894.00

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

1:6:12 complete111.20 %Cft 10672.65

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

sand mortor Ratio 1:3191.55 %Cft 20797.25

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

circular masonry.191.55 %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

89.40 %Cft 21879.00

7 1 1

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

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

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

means owned by the contractor. Carriage for Bajri quiry

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

km

78.70 %Cft 3953.70

8 21 9

Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.

62.85 % Cft 1564.25

1 3 42i

Page 2 of 4

MADINA COLONY SHEIKHUPURA ROAD UC 34

9 21 15a

Providing and fixing ” thick R.C.C manhole cover with tee

shaped C.I. frame of ” i/d (frame et weighting 37.324 Kg. Or

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

complete in all respect.

5.00 Each 7102.65

10 21 13

Providing and fixing 1 ¼:x1 ¼”x / ” (31x31x5 mm) angle iron

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

5.00 Each 242.20

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

height

308.40 %Sft 2078.30

GULLY GRATING (12" X 12") 13.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

templates and levels, and removing surface water, in all types

of soil except shingle, gravel and rock:-0-7' depth

1023.75 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 204.75 % Cft 1742.00

3 21 1

P/L RCC sewer pipe moulded with cement concrete in 1:1½:3

C.C. confirming to ASTM specifications C76-79 Class-II wall”B”

complete in all respects. 6" i/d

156.00 P.Rft 132.15

4 313(a),2

4a

Rehandling of earth work lead up to a single through of Khassi,

Phorah or Shoval compaction of earth(soft, ordinary of hard

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

819.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 13.00 Each 2931.85

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 1964.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 1964.00 % 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

3927.00 %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.

4844.00 %0 Cft 8248.80

5 3 3d

Cement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.

3562.00 % 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

3562.00 % 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

3135.00 %Cft 3953.70

Page 3 of 4

MADINA COLONY SHEIKHUPURA ROAD UC 34

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.

1212.88 P.Cft 90.20

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 4 of 4

MINI STADIUM MUSLIM UC 41

Rs. 1.778 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoPCC FLOORING

1 3 17abc

Filling watering ramming of earth under floor un dressed lead

upto a single throw of kassi, phora or shovel in ordinary soil,

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

9260.00 %0 Cft 8248.80

2 3 3d

Cement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.

4630.00 % Cft 9346.60

3 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

4630.00 % Cft 21879.00

4 1 1

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

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

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

means owned by the contractor..Carriage for Bajri quiry

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

km

4074.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER10.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 30.40 %Cft 6388.80

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

1:3 120.00 %Cft 20797.25

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

120.00 %Cft 1572.85

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

210.00 %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.

10.00 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. 373.25 P.Kg 25.00

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

BID SCHEDULE

Name Of WorkCONSTRUCTION OF PCC MAIN STREET MINI STADIUM MUSLIM ROAD TO

SHEIKHUPURA ROAD UC 41 DISTRICT GUJRANWALA. (NA-95)

Approx Cost

2. Construction schedule towards completion of work should be provided by the Contractor within one week of the issuance of acceptance letter.

CONDITIONS: -

Time Limit: 2 Months

1. Conditional tenders / rates will not be entertained.

Earnest Money

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.

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.

3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be considered as rescinded automatically.

Page 1 of 2

MINI STADIUM MUSLIM UC 41

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.

GUJRANWALA

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.

Page 2 of 2

MOMIN ABAD A, MOMIN ABAD B, UC 39

Rs. 4.360 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 11097.90 % 0Cft 5118.60

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.

15" i/d 618.00 P.Rft 505.50

3 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

8878.30 %0Cft 2153.70

4 3 17abc

Transportation of earth all types when the total distance, i.c

the lead covered in the item, is more than 1000 ft. upto 1 mile

1776 %0Cft 2952.80

MANHOLE CHAMBER 4' DIA 6.67' DEPTH FOR 15"dia

SEWER 8.00 Nos

Earth work excavation in open cutting for sewer and manholes

as shown in drawing i/c shuttering, timbering, dressing to

correct section and dimensions according to templates and

levels,and removing surface water,in all types of soil except

shingle,gravel complete in all respect

’ to ’- ” depth 2357.68 %0Cft 5118.60

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

gauge353.44 %Cft 3894.00

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

1:6:12 complete177.92 %Cft 10672.65

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

sand mortor Ratio 1:3306.48 %Cft 20797.25

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

circular masonry.306.48 %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

143.04 %Cft 21879.00

Time Limit: 2 Months

BID SCHEDULE

Name Of WorkCONSTRUCTION OF PCC STREETS / DRAINS / SEWERAGE AT MOMIN ABAD A, MOMIN

ABAD B, NOWSHERA ROAD UC 39 DISTRICT GUJRANWALA. (NA-95)

Approx Cost

1 3

1 42i3

42

Earnest Money

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

21 32

Page 1 of 3

MOMIN ABAD A, MOMIN ABAD B, 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

125.92 %Cft 3953.70

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

chamber,with 1/8" thick cement finish.100.56 % Cft 1564.25

9 21 15a

Providing and fixing ” thick R.C.C manhole cover with tee

shaped C.I. frame of ” i/d (frame et weighting 37.324 Kg. Or

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

complete in all respect.

8.00 Each 7102.65

10 21 13

Providing and fixing 1 ¼:x1 ¼”x / ” (31x31x5 mm) angle iron

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

8.00 Each 242.20

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

height493.44 %Sft 2078.30

GULLY GRATING (12" X 12") 10.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

templates and levels, and removing surface water, in all types

of soil except shingle, gravel and rock:-0-7' depth

787.50 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 157.50 % Cft 1742.00

3 21 1

P/L RCC sewer pipe moulded with cement concrete in 1:1½:3

C.C. confirming to ASTM specifications C76-79 Class-II wall”B”

complete in all respects. 6" i/d

120.00 P.Rft 132.15

4 313(a),2

4a

Rehandling of earth work lead up to a single through of Khassi,

Phorah or Shoval compaction of earth(soft, ordinary of hard

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

630.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 10.00 Each 2931.85

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 5702.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 5702.00 % 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

11404.00 %0 Cft 5635.20

4 3 3dCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.8640.00 % Cft 9346.60

5 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

8640.00 % Cft 21879.00

Page 2 of 3

MOMIN ABAD A, MOMIN ABAD B, UC 39

6 1 1

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

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

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

means owned by the contractor..Carriage for Bajri quiry

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

km

7603.00 %Cft 3953.70

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.

1846.70 P.Cft 90.20

Contractor

Name & Address _____________

____________________________ GUJRANWALA

5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code. The department will not accept any responsibility for

loss sustained by the contractor due to interruption of work as a result of shortage of funds, delay in supply of material / labour or any other reason whatsoever related for

completion of work.

3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be considered as rescinded automatically.

2. Construction schedule towards completion of work should be provided by the Contractor within one week of the issuance of acceptance letter.

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.

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: -

1. Conditional tenders / rates will not be entertained.

Page 3 of 3

UC-29

Rs. 4.714 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 26125.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 12'' i/d sewer 3693.60 % 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 1618.00 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

20900.00 %0Cft 2153.70

5 3 17abc

Transportation of earth all types when the total distance, i.c

the lead covered in the item, is more than 1000 ft. upto 1 mile

4180 %0Cft 2952.80

MANHOLE CHAMBER 4' DIA 6.67' DEPTH FOR 12"dia

SEWER 28.00 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 8251.88 %0Cft 5118.60

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

gauge1237.04 %Cft 3894.00

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

1:6:12 complete622.60 %Cft 10672.65

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

sand mortor Ratio 1:31101.52 %Cft 20797.25

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

circular masonry.1101.52 %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

453.04 %Cft 21879.00

3 21

42i

Time Limit: 2 Months

Earnest Money

1 3 42

BID SCHEDULE

Name Of WorkCONSTRUCTION OF PCC STREETS / DRAIN SEWERAGE AT UC-29, DISTRICT

GUJRANWALA.(NA-95)

Approx Cost

3

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

1 3

Page 1 of 4

UC-29

7 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

398.72 %Cft 3953.70

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

chamber,with 1/8" thick cement finish.351.96 % 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.

28.00 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.

28.00 Each 242.20

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

height1765.40 %Sft 2078.30

GULLY GRATING (12" X 12") 26.00 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

2047.50 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 409.50 % 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

312.00 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.

1638.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 26.00 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:-

50.85 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

30.00 % 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

80.00 % Rft 5839.40

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

mortor ratio 1:560.00 % 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

90.00 % Sft 8351.45

Page 2 of 4

UC-29

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

100.00 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

6.15 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)

5.41 %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

18.84 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 3696.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 3696.00 % Cft 1742.40

3 3 17abc

Transportation of earth all types when the total distance, i.c

the lead covered in the item, is more than 1000 ft. upto 5 mile

7392.00 %0 Cft 5635.20

4 3 17abc

Filling watering ramming of earth under floor un dressed lead

upto a single throw of kassi, phora or shovel in ordinary soil,

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

8349.00 %0 Cft 8248.80

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

foundation and plinth. Ratio 1:7:20.7022.00 % 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

7022.00 % 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) (170Km)

6179.00 %Cft 3953.70

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.

CONDITIONS: -

1. Conditional tenders / rates will not be entertained.

Page 3 of 4

UC-29

Contractor

Name & Address _____________

____________________________

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.

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.

PUBLIC HEALTH ENGG:DIVISION

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.

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

Page 4 of 4

UC-34

Rs. 3.552 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 3179.69 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 449.55 % 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 192.00 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

2543.80 %0Cft 2153.70

5 3 17abc

Transportation of earth all types when the total distance, i.c

the lead covered in the item, is more than 1000 ft. upto 1 mile

509 %0Cft 2952.80

MANHOLE CHAMBER 4' DIA 6.67' 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 complete44.48 %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

Earnest Money

1 3 42

3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF PCC STREETS / DRAIN / SEWERAGE AT UC-34 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

321

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

Time Limit: 2 Months

42i1 3

Page 1 of 4

UC-34

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

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:-

1713.65 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

1011.00 % 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

2696.00 % Rft 5839.40

Page 2 of 4

UC-34

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

mortor ratio 1:51081.69 % 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

3033.00 % 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

3370.00 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

104.85 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) 170

km

92.27 %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

321.12 %. Kg 10736.00

PCC FLOORING

1 3 17abc

Filling watering ramming of earth under floor un dressed lead

upto a single throw of kassi, phora or shovel in ordinary soil,

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

16766.00 %0 Cft 8248.80

2 3 3dCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.6036.00 % Cft 9346.60

3 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

6036.00 % Cft 21879.00

Page 3 of 4

UC-34

4 1 1

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

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

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

means owned by the contractor. Carriage for Bajri quiry

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

km

5312.00 %Cft 3953.70

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.

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

1. Conditional tenders / rates will not be entertained.

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.

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 4 of 4

UMER-E-FAROOQ UC -30

Rs. 8.333 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 32086.86 % 0Cft 5118.60

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.

18" i/d 1670.00 P.Rft 552.35

3 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

25669.50 %0Cft 2153.70

4 3 17abc

Transportation of earth all types when the total distance, i.c

the lead covered in the item, is more than 1000 ft. upto 1 mile

5134 %0Cft 2952.80

MANHOLE CHAMBER 4' DIA 6.67' DEPTH FOR 18"dia

SEWER 13.00 Nos

Earth work excavation in open cutting for sewer and manholes

as shown in drawing i/c shuttering, timbering, dressing to

correct section and dimensions according to templates and

levels,and removing surface water,in all types of soil except

shingle,gravel complete in all respect

’ to ’- ” depth 3831.23 %0Cft 5118.60

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

gauge574.34 %Cft 3894.00

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

1:6:12 complete289.12 %Cft 10672.65

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

sand mortor Ratio 1:3482.04 %Cft 20797.25

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

circular masonry.482.04 %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

248.82 %Cft 21879.00

3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF PCC STREETS / DRAINS / SEWERAGE AT UMER-E-FAROOQ

ROAD UC 30 DISTRICT GUJRANWALA. (NA-95)

Approx Cost

1 3 42

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

2

42i

Time Limit: 2 Months

Earnest Money

21 3

1

Page 1 of 3

UMER-E-FAROOQ UC -30

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

218.92 %Cft 3953.70

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

chamber,with 1/8" thick cement finish.163.41 % Cft 1564.25

9 21 15a

Providing and fixing ” thick R.C.C manhole cover with tee

shaped C.I. frame of ” i/d (frame et weighting 37.324 Kg. Or

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

complete in all respect.

13.00 Each 7102.65

10 21 13

Providing and fixing 1 ¼:x1 ¼”x / ” (31x31x5 mm) angle iron

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

13.00 Each 242.20

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

height780.52 %Sft 2078.30

GULLY GRATING (12" X 12") 17.00 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

1338.75 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 267.75 % 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

204.00 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.

1071.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 17.00 Each 2931.85

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 9920.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 9920.00 % 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

19840.00 %0 Cft 5635.20

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

foundation and plinth. Ratio 1:7:20.15030.00 % Cft 9346.60

4 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

15030.00 % Cft 21879.00

Page 2 of 3

UMER-E-FAROOQ UC -30

5 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

13226.00 %Cft 3953.70

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.

6496.30 P.Cft 91.30

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 3 of 3