UC BOTALA JHANDA SINGH,

Rs. 29.358 Million

Rs. 2 % Million

Description of item Quantity Unit Rate

Sr #Ch

No

Item

NoSURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

disposed off and dressed within 50 ft. (15 m) lead:-

5499.43 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

3244.50 % Cft 10672.65

3 20 1(b)(ii)

Tega formed of Pacca brick on end, laid in and over cement

sand mortar projecting to a height of not more then 6"

(150mm)top of drain along the property side where required,

laid to lines, grades, slopes, and shape according to the

engineer's drawing, 4-1/2" thick, ratio 1:5

8652.00 % Rft 5839.40

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

mortor ratio 1:52761.50 % Cft 18974.90

5 20 3(b)

Pacca brick work on edge, laid in reimbursement, in cement,

sand mortar, on side of drains and on other works where

required All joints to be completely filled and struck flush ratio

1:5

9733.50 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

½:5 with cement concrete bedding ratio 1:6:12 complete laid

to the lines, grades, slopes and shapes,rendering exposed

surface of concrete with 1:1 cement sand mortor 1/4" (6mm)

thick, as per engineer drawings (excluding excavation ) Type I

10815.00 P. Rft 102.95

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

291.25 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 165 KM

256.30 %Cft 3742.70

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAINS PCC / RCC IN UC BOTALA JHANDA SINGH, DISTRICT

GUJRANWALA .

Approx Cost Time Limit: 2 Years

Earnest Money

MRS Bi-Annual

Period (1st July 2017

to 301st December

2017

Page 1 of 8

UC BOTALA JHANDA SINGH,

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

891.99 %. Kg 10736.00

PCC FLOORING

1 3 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 3 mile.

88824.00 %0 Cft 7340.80

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

foundation and plinth. Ratio 1:7:20.58006.00 % Cft 9346.60

3 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

58006.00 % Cft 21879.00

4 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached)165 KM

51045.00 %Cft 3742.70

RCC PATH

1 4 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 3 mile.

8000.00 %0 Cft 7340.80

2 18 3Aii

Providing and laying sub-base course of stone product of

approved quality and grade, including placing, mixing,

spreading and compaction of sub-base material to required

depth, camber, grade to achieve 100% maximum modified

AASHO dry density, including carriage of all material to site of

work except gravel and. aggregate..(Analysis Attached)

4000.00 % Cft 7457.49

3 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

6000.00 P.Cft 252.80

4 7 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 165 KM

5280.00 %Cft 3742.70

5 8 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

3730.00 %. Kg 10736.00

SULLAGE CARRIER

Page 2 of 8

UC BOTALA JHANDA SINGH,

1 3 10i

Earth work excavation in irrigation channel,drains, etc to

designed sanction, grades and profiles, excavated material

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

9400.00 %0 Cft 4667.50

2 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)3102.00 % Cft 10672.65

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

mortor ratio 1:57931.00 % Cft 18974.90

4 6 5F

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

1669.00 % Cft 21879.00

5 11 18 Cement Plaster 1.3 upto 20' heightb 1/2'' thick. 5875.00 %Sft 1845.40

6 6 6a(ii)c

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

450.00 P.Cft 252.80

7 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 165 KM

1865.00 % Cft 3742.70

8 6 9(b)

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

1378.00 % Kg 10736.00

RAISING OF MAN HOLE CHAMBER 2.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 6.08 %Cft 6388.80

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

1:3 24.32 %Cft 20797.25

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

24.32 %Cft 1572.85

4 11 7(b) ½” thick ce e t plaster : ce e t sa d ortar 42.00 %Cft 2078.30

5 21 15a

Providing and fixing 6" thick R.C.C. manhole cover with tee

shaped C.I. frame of 22" I/d (frame set weighing 37.324 Kg. or

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

complete in all respect.

2.00 Each 7102.65

DEDUCTION COST OF OLD MATERIAL

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

and manhole cover of steel. 74.65 P.Kg 25.00

0.000

CONDITIONS: -

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid

the competent authority.

1. Conditional tenders / rates will not be entertained.

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

automatically.

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

acceptance letter.

Page 3 of 8

UC BOTALA JHANDA SINGH,

Contractor

Name & Address _____________

____________________________

PUBLIC HEALTH ENGG:DIV

EXECUTIVE ENGINE

8.      All the  o ditio s of  Re ised Co tra t Agree e t  a d  o ditio s  e tio ed i  the DNIT  ill for  part of the agree e t a d binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and

contract agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contracto

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th A

in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will hav

additional performance security from the Schedule Bank equal to the tendered amount below estimated cost, within 15 d

submission of tenders or within expiry period of the bid, whichever is earlier.

6.      A y o issio  / error there i , for i terpretatio   ill  e referred to rates sta dardized o  the  asis of   Market Rate Syste  for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Depa

Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2nd

August, 2005 and the decision of the competent authority

binding upon the contractor.

GUJRANWALA

5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code

will not accept any responsibility for loss sustained by the contractor due to interruption of work as a result of shortag

supply of material / labour or any other reason whatsoever related for completion of work.

10. The successful bidder has to deposit performance guarantee as per Rules.

Page 4 of 8

UC BOTALA JHANDA SINGH,

Rate to be quoted

by the contractor

Page 5 of 8

UC BOTALA JHANDA SINGH,

Page 6 of 8

UC BOTALA JHANDA SINGH,

be paid after approval by

nsidered as rescinded

k of the issuance of

Page 7 of 8

UC BOTALA JHANDA SINGH,

NGG:DIVISION

NGINEER

8.      All the  o ditio s of  Re ised Co tra t Agree e t  a d  o ditio s  e tio ed i  the DNIT  ill for  part of the agree e t a d 

s and requirements of

actor.

ore the 6th April, 2005,

l have to deposit an

in 15 days of

6.      A y o issio  / error there i , for i terpretatio   ill  e referred to rates sta dardized o  the  asis of   Market Rate Syste  for the ance Department

ority will be final and

ALA

B&R Code. The department

rtage of funds, delay in

Page 8 of 8

FACILITIES GHAKHAR CITY

Rs. `36.697 Million

Rs. 2 % Million

Description of item Quantity Unit Rate

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

0' to 7' depth 126439.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor or plugging in wells. 16779.15 %Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

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

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

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12" i/d 7346.00 P.Rft 411.75

15" i/d 430.00 P.Rft 505.50

4 3 13

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

101151.10 %0Cft 2153.70

5 3 17abc

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

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

20230 %0Cft 2952.80

MANHOLE CHAMBER 4' i/d 7 ft deep 12" dia 126.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’to ’- ” depth 38970.54 %0Cft 5118.60

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

gauge5566.68 %Cft 3894.00

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

1:6:12 complete2801.74 %Cft 10672.65

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

sand mortor Ratio 1:35421.78 %Cft 20797.25

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

circular masonry.5421.78 %Cft 1572.85

6 6 5fCement concrete plain including placing,compacting,finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

2038.68 %Cft 21879.00

7 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 185 KM

1794.24 %Cft 4270.20

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

chamber,with 1/8" thick cement finish.1583.82 % Cft 1564.25

BID SCHEDULE

Name Of WorkPROVISION OF SEWERAGE DRAINAGE AND PCC FACILITIES GHAKHAR CITY DISTRICT

GUJRANWALA.

Approx Cost

Earnest Money

MRS Bi-Annual

Period (1st July 2017

to 301st December

2017

1 3 42i

Time Limit: 6 Months

1 3 42

3 21 3

Page 1 of 10

FACILITIES GHAKHAR CITY

9 21 15a

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

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

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

complete in all respect.

126.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

252.00 Each 242.20

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

height8663.76 %Sft 2078.30

MANHOLE CHAMBER 4' i/d 7 ft deep 15" dia 5.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’to ’- ” depth 1546.45 %0Cft 5118.60

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

gauge220.90 %Cft 3894.00

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

1:6:12 complete111.18 %Cft 10672.65

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

sand mortor Ratio 1:3210.00 %Cft 20797.25

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

circular masonry.210.00 %Cft 1572.85

6 6 5fCement concrete plain including placing,compacting,finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

89.40 %Cft 21879.00

7 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 185 KM

78.70 %Cft 4270.20

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

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

9 21 15a

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

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

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

complete in all respect.

5.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

10.00 Each 242.20

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

height336.95 %Sft 2078.30

GULLY GRATING (12''X 12") 40.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

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

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

3150.00 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for sewer. 630.00 %Cft 1742.00

3 21 1

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

C.C. confirming to ASTM specifications C76-79 Class-II all”B”complete in all respects. 6" i/d

480.00 P.Rft 132.15

4 313(a),2

4a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

2520.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 40.00 Each 2931.85

1 3 42i

Page 2 of 10

FACILITIES GHAKHAR CITY

SURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

disposed off and dressed within 50 ft. (15 m) lead:-

3089.14 %0 Cft 4667.50

2 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)1822.50 % Cft 10672.65

3 20 1(b)(ii)

Tega formed of Pacca brick on end, laid in and over cement

sand mortar projecting to a height of not more then 6"

(150mm)top of drain along the property side where required,

laid to lines, grades, slopes, and shape according to the

engineer's drawing, 4-1/2" thick, ratio 1:5

4860.00 % Rft 5839.40

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

mortor ratio 1:51662.19 % Cft 18974.90

5 20 3(b)

Pacca brick work on edge, laid in reimbursement, in cement,

sand mortar, on side of drains and on other works where

required All joints to be completely filled and struck flush ratio

1:5

5467.50 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

½:5 with cement concrete bedding ratio 1:6:12 complete laid

to the lines, grades, slopes and shapes,rendering exposed

surface of concrete with 1:1 cement sand mortor 1/4" (6mm)

thick, as per engineer drawings (excluding excavation ) Type I

6075.00 P. Rft 102.95

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

116.50 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 185 KM

102.52 %Cft 4270.20

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

356.79 %. Kg 10736.00

PCC FLOORING

1 3 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

145571.00 %0 Cft 8248.80

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

foundation and plinth. Ratio 1:7:20.65677.00 % Cft 9346.60

3 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

65677.00 % Cft 21879.00

Page 3 of 10

FACILITIES GHAKHAR CITY

4 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 173 KM

57795.00 %Cft 4270.20

RCC PATH

1 4 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

6000.00 %0 Cft 8248.80

2 5 3Aii

Providing and laying crushed stone aggregate Sub Base course

required thickness duly compacted complete in all

respect.(Analysis Attached)

3000.00 % Cft 7089.39

3 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

4500.00 P.Cft 252.80

4 7 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 185 KM

3960.00 %Cft 4270.20

5 8 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

2797.00 %. Kg 10736.00

RAISING OF MAN HOLE CHAMBER 20.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 60.80 %Cft 6388.80

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

1:3 121.60 %Cft 20797.25

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

121.60 %Cft 1572.85

4 11 7(b) ½” thick ce e t plaster : ce e t sa d ortar 209.20 %Cft 2078.30

5 21 15a

Providing and fixing 6" thick R.C.C. manhole cover with tee

shaped C.I. frame of 22" I/d (frame set weighing 37.324 Kg. or

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

complete in all respect.

20.00 Each 7102.65

NON MRS ITEM

1

P/L crushed sto e / ” to ” gauge of appro ed guar u der and around RCC sewer upto half of pipe in sewer trenches as

per grade and alignment complete in all respects to the entire

satisfaction as per Engineer Incharge.

1291.13 P.Cft 86.85

DEDUCTION COST OF OLD MATERIAL

2Deduction for cost of old material in shape of scrape C.I frame

and manhole cover of steel. 746.50 P.Kg 25.00

0.000

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

acceptance letter.

1. Conditional tenders / rates will not be entertained.

CONDITIONS: -

Page 4 of 10

FACILITIES GHAKHAR CITY

Contractor

Name & Address _____________

____________________________

PUBLIC HEALTH ENGG:DIV

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid

the competent authority.

GUJRANWALA

5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code

will not accept any responsibility for loss sustained by the contractor due to interruption of work as a result of shortag

supply of material / labour or any other reason whatsoever related for completion of work.

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

automatically.

EXECUTIVE ENGINE

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th A

in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will hav

additional performance security from the Schedule Bank equal to the tendered amount below estimated cost, within 15 d

submission of tenders or within expiry period of the bid, whichever is earlier.

8.      All the  o ditio s of  Re ised Co tra t Agree e t  a d  o ditio s  e tio ed i  the DNIT  ill for  part of the agree e t a d binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and

contract agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contracto

6.      A y o issio  / error there i , for i terpretatio   ill  e referred to rates sta dardized o  the  asis of   Market Rate Syste  for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Depa

Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2nd

August, 2005 and the decision of the competent authority

binding upon the contractor.

Page 5 of 10

FACILITIES GHAKHAR CITY

Rate to be quoted

by the contractor

Page 6 of 10

FACILITIES GHAKHAR CITY

Page 7 of 10

FACILITIES GHAKHAR CITY

Page 8 of 10

FACILITIES GHAKHAR CITY

k of the issuance of

Page 9 of 10

FACILITIES GHAKHAR CITY

NGG:DIVISION

be paid after approval by

ALA

B&R Code. The department

rtage of funds, delay in

nsidered as rescinded

NGINEER

ore the 6th April, 2005,

l have to deposit an

in 15 days of

8.      All the  o ditio s of  Re ised Co tra t Agree e t  a d  o ditio s  e tio ed i  the DNIT  ill for  part of the agree e t a d 

s and requirements of

actor.

6.      A y o issio  / error there i , for i terpretatio   ill  e referred to rates sta dardized o  the  asis of   Market Rate Syste  for the ance Department

ority will be final and

Page 10 of 10

UC KALASKAY, BANKA

Rs. 45.871 Million

Rs. 2 % Million

Description of item Quantity Unit Rate

Sr #Ch

No

Item

NoSURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

disposed off and dressed within 50 ft. (15 m) lead:-

15077.03 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

8895.00 % Cft 10672.65

3 20 1(b)(ii)

Tega formed of Pacca brick on end, laid in and over cement

sand mortar projecting to a height of not more then 6"

(150mm)top of drain along the property side where required,

laid to lines, grades, slopes, and shape according to the

engineer's drawing, 4-1/2" thick, ratio 1:5

23720.00 % Rft 5839.40

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

mortor ratio 1:56971.25 % Cft 18974.90

5 20 3(b)

Pacca brick work on edge, laid in reimbursement, in cement,

sand mortar, on side of drains and on other works where

required All joints to be completely filled and struck flush ratio

1:5

26685.00 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

½:5 with cement concrete bedding ratio 1:6:12 complete laid

to the lines, grades, slopes and shapes,rendering exposed

surface of concrete with 1:1 cement sand mortor 1/4" (6mm)

thick, as per engineer drawings (excluding excavation ) Type I

29650.00 P. Rft 102.95

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

291.25 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 165 KM

256.30 %Cft 3848.20

Earnest Money

MRS Bi-Annual

Period (1st July 2017

to 301st December

2017

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAINS PCC / RCC IN UC KALASKAY, BANKA, LADHAYWALA CHEEMA ,

ETC DISTRICT GUJRANWALA .

Approx Cost Time Limit: 2 Years

Page 1 of 8

UC KALASKAY, BANKA

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

891.99 %. Kg 10736.00

PCC FLOORING

1 3 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 3 mile.

196723.00 %0 Cft 7340.80

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

foundation and plinth. Ratio 1:7:20.89169.00 % Cft 9346.60

3 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

89169.00 % Cft 21879.00

4 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached)165 KM

78469.00 %Cft 3848.20

RCC PATH

1 4 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 3 mile.

13000.00 %0 Cft 7340.80

2 18 3Aii

Providing and laying sub-base course of stone product of

approved quality and grade, including placing, mixing,

spreading and compaction of sub-base material to required

depth, camber, grade to achieve 100% maximum modified

AASHO dry density, including carriage of all material to site of

work except gravel and. aggregate..(Analysis Attached)

6500.00 % Cft 7580.19

3 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

9750.00 P.Cft 252.80

4 7 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 165 KM

8580.00 %Cft 3848.20

5 8 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

6061.00 %. Kg 10736.00

SULLAGE CARRIER

Page 2 of 8

UC KALASKAY, BANKA

1 3 10i

Earth work excavation in irrigation channel,drains, etc to

designed sanction, grades and profiles, excavated material

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

1200.00 %0 Cft 4667.50

2 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)396.00 % Cft 10672.65

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

mortor ratio 1:51013.00 % Cft 18974.90

4 6 5F

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

213.00 % Cft 21879.00

5 11 18 Cement Plaster 1.3 upto 20' heightb 1/2'' thick. 750.00 %Sft 1845.40

6 6 6a(ii)c

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

56.00 P.Cft 252.80

7 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 165 KM

237.00 % Cft 3848.20

8 6 9(b)

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

172.00 % Kg 10736.00

0.000

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid

the competent authority.

1. Conditional tenders / rates will not be entertained.

5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code

will not accept any responsibility for loss sustained by the contractor due to interruption of work as a result of shortag

supply of material / labour or any other reason whatsoever related for completion of work.

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

automatically.

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

acceptance letter.

CONDITIONS: -

8.      All the  o ditio s of  Re ised Co tra t Agree e t  a d  o ditio s  e tio ed i  the DNIT  ill for  part of the agree e t a d binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and

contract agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contracto

6.      A y o issio  / error there i , for i terpretatio   ill  e referred to rates sta dardized o  the  asis of   Market Rate Syste  for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Depa

Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2nd

August, 2005 and the decision of the competent authority

binding upon the contractor.

Page 3 of 8

UC KALASKAY, BANKA

Contractor

Name & Address _____________

____________________________ GUJRANWALA

10. The successful bidder has to deposit performance guarantee as per Rules.

PUBLIC HEALTH ENGG:DIV

EXECUTIVE ENGINE

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th A

in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will hav

additional performance security from the Schedule Bank equal to the tendered amount below estimated cost, within 15 d

submission of tenders or within expiry period of the bid, whichever is earlier.

Page 4 of 8

UC KALASKAY, BANKA

Rate to be quoted

by the contractor

Page 5 of 8

UC KALASKAY, BANKA

Page 6 of 8

UC KALASKAY, BANKA

be paid after approval by

B&R Code. The department

rtage of funds, delay in

nsidered as rescinded

k of the issuance of

8.      All the  o ditio s of  Re ised Co tra t Agree e t  a d  o ditio s  e tio ed i  the DNIT  ill for  part of the agree e t a d 

s and requirements of

actor.

6.      A y o issio  / error there i , for i terpretatio   ill  e referred to rates sta dardized o  the  asis of   Market Rate Syste  for the ance Department

ority will be final and

Page 7 of 8

UC KALASKAY, BANKA

ALA

NGG:DIVISION

NGINEER

ore the 6th April, 2005,

l have to deposit an

in 15 days of

Page 8 of 8

FACILITIES QILA DIDAR SINGH

Rs. 36.697 Million

Rs. 2 % Million

Description of item Quantity Unit Rate

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

0' to 7' depth 12074.00 % 0Cft 5118.60

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

1707.08 %Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

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

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

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12" i/d 748.00 P.Rft 411.75

4 3 13

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

9659.40 %0Cft 2153.70

5 3 17abc

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

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

1932 %0Cft 2952.80

MANHOLE CHAMBER 4' i/d 7' ft deep 12" dia 13.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’to ’- ” depth 4020.77 %0Cft 5118.60

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

gauge574.34 %Cft 3894.00

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

1:6:12 complete289.07 %Cft 10672.65

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

sand mortor Ratio 1:3559.39 %Cft 20797.25

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

circular masonry.559.39 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

210.34 %Cft 21879.00

3

1 3 42

21 3

3 42i1

BID SCHEDULE

Name Of WorkPROVISION OF SEWERAGE / DRAINAGE AND PCC FACILITIES QILA DIDAR SINGH DISTRICT

GUJRANWALA .

Approx Cost

Earnest Money

Time Limit: 2 Years

MRS Bi-Annual

Period (1st July 2017

to 301st December

2017

Page 1 of 10

FACILITIES QILA DIDAR SINGH

7 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 165 KM

185.12 %Cft 3637.20

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

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

9 21 15a

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

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

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

complete in all respect.

13.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

26.00 Each 242.20

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

height893.88 %Sft 2078.30

GULLY GRATING (12''X 12") 10.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

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

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

787.50 %0Cft 5118.60

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

3 21 1

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

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

complete in all respects. 6" i/d

120.00 P.Rft 132.15

4 313(a),2

4a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

630.00 %0Cft 1452.00

5 21 7-bConstruction of gully grating chamber Size 12"X12"

10.00 Each 2931.85

SURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

disposed off and dressed within 50 ft. (15 m) lead:-

11654.82 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

6876.00 % Cft 10672.65

3 20 1(b)(ii)

Tega formed of Pacca brick on end, laid in and over cement

sand mortar projecting to a height of not more then 6"

(150mm)top of drain along the property side where required,

laid to lines, grades, slopes, and shape according to the

engineer's drawing, 4-1/2" thick, ratio 1:5

18336.00 % Rft 5839.40

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

mortor ratio 1:55546.06 % Cft 18974.90

5 20 3(b)

Pacca brick work on edge, laid in reimbursement, in cement,

sand mortar, on side of drains and on other works where

required All joints to be completely filled and struck flush ratio

1:5

20628.00 % Sft 8351.45

Page 2 of 10

FACILITIES QILA DIDAR SINGH

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

½:5 with cement concrete bedding ratio 1:6:12 complete laid

to the lines, grades, slopes and shapes,rendering exposed

surface of concrete with 1:1 cement sand mortor 1/4" (6mm)

thick, as per engineer drawings (excluding excavation ) Type I

22920.00 P. Rft 102.95

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

291.25 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 165 KM

256.30 %Cft 3637.20

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

891.99 %. Kg 10736.00

PCC FLOORING

1 3 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

104010.00 %0 Cft 8248.80

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

foundation and plinth. Ratio 1:7:20.75300.00 % Cft 9346.60

3 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

75300.00 % Cft 21879.00

4 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached)165 KM

66264.00 %Cft 3637.20

RCC PATH

1 4 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

5600.00 %0 Cft 8248.80

2 18 3Aii

Providing and laying sub-base course of stone product of

approved quality and grade, including placing, mixing,

spreading and compaction of sub-base material to required

depth, camber, grade to achieve 100% maximum modified

AASHO dry density, including carriage of all material to site of

work except gravel and. aggregate..(Analysis Attached)

2800.00 % Cft 7580.19

Page 3 of 10

FACILITIES QILA DIDAR SINGH

3 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

4200.00 P.Cft 252.80

4 7 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 165 KM

3696.00 %Cft 3637.20

5 8 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

2611.00 %. Kg 10736.00

RAISING OF MAN HOLE CHAMBER 20.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 60.80 %Cft 6388.80

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

1:3 243.20 %Cft 20797.25

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

243.20 %Cft 1572.85

4 11 7(b) ½” thick ce e t plaster : ce e t sa d ortar 420.00 %Cft 2078.30

5 21 15a

Providing and fixing 6" thick R.C.C. manhole cover with tee

shaped C.I. frame of 22" I/d (frame set weighing 37.324 Kg. or

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

complete in all respect.

20.00 Each 7102.65

DEDUCTION COST OF OLD MATERIAL

2Deduction for cost of old material in shape of scrape C.I frame

and manhole cover of steel. 746.50 P.Kg 25.00

0.000

5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code

will not accept any responsibility for loss sustained by the contractor due to interruption of work as a result of shortag

supply of material / labour or any other reason whatsoever related for completion of work.

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

automatically.

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

acceptance letter.

CONDITIONS: -

6.      A y o issio  / error there i , for i terpretatio   ill  e referred to rates sta dardized o  the  asis of   Market Rate Syste  for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Depa

Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2nd

August, 2005 and the decision of the competent authority

binding upon the contractor.

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid

the competent authority.

1. Conditional tenders / rates will not be entertained.

8.      All the  o ditio s of  Re ised Co tra t Agree e t  a d  o ditio s  e tio ed i  the DNIT  ill for  part of the agree e t a d binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and

contract agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contracto

Page 4 of 10

FACILITIES QILA DIDAR SINGH

Contractor

Name & Address _____________

____________________________ GUJRANWALA

10. The successful bidder has to deposit performance guarantee as per Rules.

PUBLIC HEALTH ENGG:DIV

EXECUTIVE ENGINE

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th A

in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will hav

additional performance security from the Schedule Bank equal to the tendered amount below estimated cost, within 15 d

submission of tenders or within expiry period of the bid, whichever is earlier.

Page 5 of 10

FACILITIES QILA DIDAR SINGH

Rate to be quoted

by the contractor

Page 6 of 10

FACILITIES QILA DIDAR SINGH

Page 7 of 10

FACILITIES QILA DIDAR SINGH

Page 8 of 10

FACILITIES QILA DIDAR SINGH

B&R Code. The department

rtage of funds, delay in

nsidered as rescinded

k of the issuance of

6.      A y o issio  / error there i , for i terpretatio   ill  e referred to rates sta dardized o  the  asis of   Market Rate Syste  for the ance Department

ority will be final and

be paid after approval by

8.      All the  o ditio s of  Re ised Co tra t Agree e t  a d  o ditio s  e tio ed i  the DNIT  ill for  part of the agree e t a d 

s and requirements of

actor.

Page 9 of 10

FACILITIES QILA DIDAR SINGH

ALA

NGG:DIVISION

NGINEER

ore the 6th April, 2005,

l have to deposit an

in 15 days of

Page 10 of 10

UC QILA MIAN SINGH, UGGU CHAK

Rs. 45.871 Million

Rs. 2 % Million

Description of item Quantity Unit Rate

Sr #Ch

No

Item

NoSURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

disposed off and dressed within 50 ft. (15 m) lead:-

5685.03 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

3354.00 % Cft 10672.65

3 20 1(b)(ii)

Tega formed of Pacca brick on end, laid in and over cement

sand mortar projecting to a height of not more then 6"

(150mm)top of drain along the property side where required,

laid to lines, grades, slopes, and shape according to the

engineer's drawing, 4-1/2" thick, ratio 1:5

8944.00 % Rft 5839.40

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

mortor ratio 1:52862.38 % Cft 18974.90

5 20 3(b)

Pacca brick work on edge, laid in reimbursement, in cement,

sand mortar, on side of drains and on other works where

required All joints to be completely filled and struck flush ratio

1:5

10062.00 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

½:5 with cement concrete bedding ratio 1:6:12 complete laid

to the lines, grades, slopes and shapes,rendering exposed

surface of concrete with 1:1 cement sand mortor 1/4" (6mm)

thick, as per engineer drawings (excluding excavation ) Type I

11180.00 P. Rft 102.95

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

349.50 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 175 KM

307.56 %Cft 4059.20

Earnest Money

MRS Bi-Annual

Period (1st July 2017

to 301st December

2017

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAINS PCC / RCC IN UC QILA MIAN SINGH, UGGU CHAK , ETC DISTRICT

GUJRANWALA .

Approx Cost Time Limit: 2 Years

Page 1 of 8

UC QILA MIAN SINGH, UGGU CHAK

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

1070.38 %. Kg 10736.00

PCC FLOORING

1 3 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 3 mile.

225925.00 %0 Cft 7340.80

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

foundation and plinth. Ratio 1:7:20.105770.00 % Cft 9346.60

3 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

105770.00 % Cft 21879.00

4 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 175 KM

93078.00 %Cft 4059.20

RCC PATH

1 4 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 3 mile.

8400.00 %0 Cft 7340.80

2 18 3Aii

Providing and laying sub-base course of stone product of

approved quality and grade, including placing, mixing,

spreading and compaction of sub-base material to required

depth, camber, grade to achieve 100% maximum modified

AASHO dry density, including carriage of all material to site of

work except gravel and. aggregate..(Analysis Attached)

4200.00 % Cft 7334.79

3 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

6300.00 P.Cft 252.80

4 7 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 175 KM

5544.00 %Cft 4059.20

5 8 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

3916.00 %. Kg 10736.00

SULLAGE CARRIER

Page 2 of 8

UC QILA MIAN SINGH, UGGU CHAK

1 3 10i

Earth work excavation in irrigation channel,drains, etc to

designed sanction, grades and profiles, excavated material

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

4000.00 %0 Cft 4667.50

2 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)1320.00 % Cft 10672.65

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

mortor ratio 1:53375.00 % Cft 18974.90

4 6 5F

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

711.00 % Cft 21879.00

5 11 18 Cement Plaster 1.3 upto 20' heightb 1/2'' thick. 2500.00 %Sft 1845.40

6 6 6a(ii)c

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

188.00 P.Cft 252.80

7 1 1

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

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

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 175 KM

791.00 % Cft 4059.20

8 6 9(b)

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

574.00 % Kg 10736.00

0.000

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid

the competent authority.

1. Conditional tenders / rates will not be entertained.

5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code

will not accept any responsibility for loss sustained by the contractor due to interruption of work as a result of shortag

supply of material / labour or any other reason whatsoever related for completion of work.

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

automatically.

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

acceptance letter.

CONDITIONS: -

8.      All the  o ditio s of  Re ised Co tra t Agree e t  a d  o ditio s  e tio ed i  the DNIT  ill for  part of the agree e t a d binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and

contract agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contracto

6.      A y o issio  / error there i , for i terpretatio   ill  e referred to rates sta dardized o  the  asis of   Market Rate Syste  for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Depa

Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2nd

August, 2005 and the decision of the competent authority

binding upon the contractor.

Page 3 of 8

UC QILA MIAN SINGH, UGGU CHAK

Contractor

Name & Address _____________

____________________________ GUJRANWALA

10. The successful bidder has to deposit performance guarantee as per Rules.

PUBLIC HEALTH ENGG:DIV

EXECUTIVE ENGINE

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th A

in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will hav

additional performance security from the Schedule Bank equal to the tendered amount below estimated cost, within 15 d

submission of tenders or within expiry period of the bid, whichever is earlier.

Page 4 of 8

UC QILA MIAN SINGH, UGGU CHAK

Rate to be quoted

by the contractor

Page 5 of 8

UC QILA MIAN SINGH, UGGU CHAK

Page 6 of 8

UC QILA MIAN SINGH, UGGU CHAK

be paid after approval by

B&R Code. The department

rtage of funds, delay in

nsidered as rescinded

k of the issuance of

8.      All the  o ditio s of  Re ised Co tra t Agree e t  a d  o ditio s  e tio ed i  the DNIT  ill for  part of the agree e t a d 

s and requirements of

actor.

6.      A y o issio  / error there i , for i terpretatio   ill  e referred to rates sta dardized o  the  asis of   Market Rate Syste  for the ance Department

ority will be final and

Page 7 of 8

UC QILA MIAN SINGH, UGGU CHAK

ALA

NGG:DIVISION

NGINEER

ore the 6th April, 2005,

l have to deposit an

in 15 days of

Page 8 of 8